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Home My WebLink AboutAPPROVED PLANS 2 COMMENTS - 23-00526 - Grand Peaks Medical - AdditionAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : Grand Peaks Medical - Addition Address : 72 S 1st E Record Type : Commercial - Addition Document Filename : 2023-0922 Grand Peaks Rexburg Clinic Revised Drawing Submission with Comments.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 23-00526 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 2 Stamp Cody Jones : Building Open 2 Prescriptive Insulation Pg 2 Stamp Cody Jones : Building Open 2 Approved - Building Inspector Commercial - Addition Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) Author Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Don Allen Don.Allen@rexburg.org 208-372-2174 Alex Owens Alex.Owens@rexburg.org 208-372-2172 Description : Grand Peaks Medical - Addition Address : 72 S 1st E Application Type : Document Filename : 2023-0815 Grand Peaks Rexburg Clinic BID DRAWINGS.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G101 Free Text Cody Jones : Building Open 2 Any part of the building considered an ambulatory health facility? If so required to meet requirements of section 422. G101 Free Text Cody Jones : Building Open 2 International Building Code 2018 G101 Free Text Cody Jones : Building Open 2 International Existing Building Code 2018 G102 Note Cody Jones : Building Open 3 Penetrations comply with IBC Section 714 for rated assemblies G102 Free Text Cody Jones : Building Open 3 Rated doors in fire wall to be self closing. G102 Note Cody Jones : Building Open 3 Concealed spaces are fireblocked/draftstopped per Section 718 G102 Note Cody Jones : Building Open 3 Panic Hardware shall be installed as per IBC Section 1010.1.10 G131 Free Text Cody Jones : Building Open 4 Door in fire wall to be rated. G131 Free Text Cody Jones : Building Open 4 To clarify one building area to be 5,895 square feet and the second area to be 14,190 square feet? G131 Free Text Cody Jones : Building Open 4 Occupant load called out 171. 19,085/150=127 C-05 Free Text Cody Jones : Building Open 9 Landings at doors and cross slope of sidewalk not to exceed 2%. # 23-00526 Commercial - Addition Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Report Date: 08.29.2023 Approval of plans does not constitute approval of variance from code Page 1 of 2 No, level of care is not considered ambulatory health, Section 422 does not apply. Note added, see attached revised sheet. Note added, see attached revised sheet. Note added, see attached revised sheet. Note added, see attached revised sheet. Note added, see attached revised sheet. Note added, see attached revised sheet. Note added, see attached revised sheet. Fire Area 1.1 is actually 13,190 SF and Fire Area 2 is 5,895 SF. See attached revised sheet. Waiting & conference rooms were calculated by seat count (higher than 150 sf/pp). See attached revised sheet. Connect Engineering to confirm (separate contract) Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments C-07 Free Text Cody Jones : Building Open 11 26-50 parking stall two need to be accessible and have access from building to public right away. S100 Note Cody Jones : Building Open 14 Special Inspection Contractor is identified (IBC 1704.2.1) S100 Note Cody Jones : Building Open 14 Site Grading meets the requirements of IBC Section 1804.4 S100 Note Cody Jones : Building Open 14 Dampproofing/Waterproofing comply with IBC Section 1805 S202 Free Text Cody Jones : Building Open 18 Need Engineered stamped truss plans with written approval from Building Design Professional. S300 Free Text Cody Jones : Building Open 19 Rebar to have specifics called out. S300 Callout Cody Jones : Building Open 19 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" A101 Note Cody Jones : Building Open 23 Exit Lighting and Exit Signs comply with IBC 1008 & 1013 M001 Free Text Cody Jones : Building Open 45 Need building Envelope COMM check E000 Free Text Alex Owens : Electrical Open 51 All electrical work must meet 2017 NEC standards P011 Callout Don Allen : Mechanical Open 40 no pipe smaller then 2 inch under slab Report Date: 08.29.2023 Approval of plans does not constitute approval of variance from code Page 2 of 2 Powered by TCPDF (www.tcpdf.org) Civil drawings to be resubmitted under separate contract. Special inspections will be performed as required. Connect Engineering to confirm (separate contract) 1: Addition is slab-on-grade. A vapor barrier has been provided below the slab and capillary break provided at foundation wall with insulation gap, see details G4 & G8 per sheet A-100. The Geotech report indicated no groundwater in test pits dug to 10'-0" below grade. Please clarify if foundation wall damp proofing will be required by the City of Rexburg for permit approval. See note 1 below See note 2 below 2: The trusses are a delayed submittal. Once designed per the structural notes on sheet S100, the truss shop drawings should be stamped and submitted for review from the contractor, Architect and engineer, then provided to the building department. See note 3 below See note 3 below 3: Rebar specifications are given in the Concrete Wall Schedule (Sheet S101) and should be constructed as indicated per the Structural Engineer's design. Refer to lighting plan E011 for exit lighting & sign locations Note added to sheet G101. Refer to lighting plan E011 for exit lighting & sign locations See attached revised sheet. HOLT Architects, P.C. Architects, Planners, and Interior Designers 619 West State Street, Ithaca, New York 14850 132 East Jefferson Street, Syracuse, New York 13202 Tel 607.273.7600 www.holt.com PROJECT INFORMATION DATE: JOB NUMBER: CONSTRUCTION CLASSIFICATION: SPRINKLER PROTECTION: BUILDING USE CLASSIFICATION: TOTAL EXISTING BUILDING AREA (SF): TOTAL AREA OF PROJECT (SF): AREA OF RENOVATION (SF): AREA OF ADDITION (SF): GRAND PEAKS MEDICAL REXBURG CLINIC 72 S 1ST E, REXBURG, IDAHO 83440 RE X B U R G C L I N I C GR A N D P E A K S M E D I C A L ADDITION AND ALTERATION TO 08/14/2023 23041 VB NONE B -BUSINESS 12,860 1,500 6,225 7,725 G001 A 3D SCAN OF THE AREA OF WORK AND ADJACENT SPACES CAN BE FOUND USING THE QR CODE PROVIDED OR FOLLOWING WEB ADDRESS. THIS 3D SCAN IS FOR REFERENCE ONLY. IF THE LINK IS INACTIVE, CONTACT HOLT ARCHITECTS FOR ASSISTANCE. https://my.matterport.com/show/?m=14Soq3Lk52V DRAWING LIST GENERAL G001 COVER SHEET G101 CODE REVIEW AND CHARTS G102 CODE REVIEW AND CHARTS G103 CODE REVIEW AND CHARTS (PRINT IN COLOR) G131 CODE CONFORMANCE PLANS (PRINT IN COLOR) STRUCTURAL S100 STRUCTURAL NOTES S101 SCHEDULES & TYPICAL DETAILS S200 FOUNDATION PLAN S201 WALL FRAMING PLAN S202 ROOF FRAMING PLAN S300 STRUCTURAL SECTIONS S301 STRUCTURAL SECTIONS ARCHITECTURAL DEMOLITION AD101 FIRST FLOOR DEMOLITION PLAN ARCHITECTURAL A001 BUILDING SYSTEMS A101 FIRST FLOOR PLAN A105 ROOF PLAN A151 FIRST FLOOR REFLECTED CEILING PLAN A160 FINISH SCHEDULE A161 FIRST FLOOR FINISH PLAN A201 EXTERIOR ELEVATIONS A250 TYPICAL MOUNTING HEIGHTS AND ELEVATIONS A251 INTERIOR ELEVATIONS - WAITING, LABS, & BREAKROOM A252 INTERIOR ELEVATIONS - NURSE STATION A253 INTERIOR ELEVATIONS - EXAM, TOILETS, STORAGE & PHARMACY A301 BUILDING & WALL SECTIONS A501 EXTERIOR DETAILS A551 INTERIOR DETAILS - MILLWORK A561 RCP DETAILS A601 DOOR SCHEDULE & DETAILS A602 WINDOW DETAILS A801 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN PLUMBING P011 WASTE PLAN LEVEL 1 P012 WASTE PLAN ROOF P021 WATER PLAN LEVEL 1 P071 PLUMBING DETAILS P081 PLUMBING SCHEDULES AND DETAILS MECHANICAL M000 HVAC COVER SHEET M001 ENERGY COMPLIANCE M011 HVAC PLAN LEVEL 1 M013 HVAC ROOF PLAN M071 HVAC DETAILS M081 HVAC SCHEDULES MPS HVAC SPECIFICATIONS ELECTRICAL E000 ELECTRICAL SYMBOLS & ABBREV. E001 ENERGY COMPLIANCE FORMS E002 RISER, DETAILS, AND SCHEDULES E011 LIGHTING PLAN LEVEL 1 E021 POWER PLAN LEVEL 1 E022 EXISTING POWER PLAN LEVEL 1 E031 MECHANICAL POWER PLAN LEVEL 1 E032 MECHANICAL POWER ROOF PLAN ES001 ELECTRICAL SPECIFICATIONS ES002 ELECTRICAL SPECIFICATIONS G&S Structural Engineers Structural Engineering 505 Lindsay Blvd, Idaho Falls, Idaho 83402 Tel 208.523.6918 Email gs@gsengineers.net XL Engineering Mechanical / Electrical / Plumbing Engineering 970 Limestone Drive, Idaho Falls, Idaho 83404 Tel 208.709.3111 PROJECT LOCATION PROJECT LOCATION PLAN LIST OF ALTERNATES 1. REMOVE EXISTING EXTERIOR STACKED STONE VENEER FINISH. PROVIDE MORTARED STONE VENEER AS SCHEDULED. 2. REMOVE EXISTING CONCRETE FRONT DOOR APRON. PROVIDE LARGER CONCRETE APRON AS INDICATED PER CIVIL DRAWINGS WITH INTEGRATED SNOW -MELT RADIANT SYSTEM. Connect Engineering Civil Engineering & Landscaping 2295 N Yellowstone Hwy, Unit 6, Idaho Falls, ID 83401 Tel 208.881.0081 NOTE: CIVIL/SITE/LANDSCAPE DRAWINGS WERE SUBMITTED UNDER A SEPARATE DESIGN CONTRACT AND HAVE BEEN INCLUDED IN THIS SET FOR REFERENCE PURPOSES ONLY CIVIL DRAWING LIST CIVIL C-01 COVER C-02 NOTES C-03 REFERENCE SHEET C-04 EXISTING CONDITIONS C-05 SITE PLAN C-06 SC-740 STORM TECH DETAILS C-07 BEST MANAGEMENT PRACTICES C-08 BEST MANAGEMENT DETAILS L-01 LANDSCAPE LAYOUT REVIEW COMMENT 9/22/2023 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 2 : 1 7 A M G101 CODE REVIEW AND CHARTS 08/14/2023 23041 KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O REVIEW COMMENT 9/22/2023 REVIEW COMMENT 9/22/2023 REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 REVIEW COMMENT 9/22/2023 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 2 : 2 0 A M G102 CODE REVIEW AND CHARTS 08/14/2023 23041 KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O REVIEW COMMENT 9/22/2023 REVIEW COMMENT 9/22/2023 REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 REVIEW COMMENT 9/22/2023 ADDITION OPAQUE WALL ASSEMBLY = 1,230 SF WINDOW AREA = 116 SF DOOR AREA = 20 SF ADDITION OPAQUE WALL ASSEMBLY = 1,571 SF WINDOW AREA = 126 SF DOOR AREA = 79 SF ADDITION OPAQUE WALL ASSEMBLY = 1,077 SF WINDOW AREA = 54 SF DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 2 : 2 4 A M G103 CODE REVIEW AND CHARTS (PRINT IN COLOR) 08/14/2023 23041 KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1" = 10'-0"H8 ADDITION - ENERGY CODE COMPLIANCE - EAST ELEVATION 1" = 10'-0"F8 ADDITION - ENERGY CODE COMPLIANCE - SOUTH ELEVATION 1" = 10'-0"D8 ADDITION - ENERGY CODE COMPLIANCE - WEST ELEVATION REVIEW COMMENT 9/22/2023 REVISION SCHEDULE NAME DATE REVIEW COMMENT 9/22/2023 WH CODE COMPLIANCE LEGEND (NOTE: NOT ALL MAY APPLY) EXIT ACCESS TRAVEL DISTANCE (EATD): DISTANCE TO EXITS FROM THE MOST REMOTE POINT IN THE MOST REMOTE ROOM ON THE FLOOR COMMON PATH OF EGRESS TRAVEL (CPET) CONTRACT LIMIT LINE E ENCLOSED EXIT/ EXIT TO EXTERIOR HE HORIZONTAL EXIT EA EXIT ACCESS REMOTENESS OF EXITS D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT (D1) BUILDING DIAGONAL (D2) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET 2 HOUR FIRE WALL -EXISTING FW-2HR-E 2 HOUR FIRE WALL FW-2HR 3 HOUR FIRE WALL -EXISTING 3 HOUR FIRE WALL FW -3HR-E FW -3HR GENERAL CODE NOTES 1. EXISTING WALL RATINGS SHOWN ON CODE DRAWINGS REFLECT THE RATINGS AS SHOWN ON EXISTING DOCUMENTS PROVIDED BY THE OWNER. NOT VERIFIED BY ARCHITECT. COORDINATE EXISTING AND NEW PARTITIONS WITH DEMOLITION AND CONSTRUCTION PLANS. 1 HOUR FIRE BARRIER -EXISTING 1/2 HOUR FIRE PARTITION -EXISTING 0 HOUR SMOKE PARTITION -EXISTING FB-1HR-E SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION FP-1/2HR-E SP-0HR-E 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE -EXISTING 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR-E SE-1HR 1 HOUR FIRE PARTITION -EXISTING 1 HOUR FIRE PARTITION FP-1HR-E FP-1HR 2 HOUR FIRE BARRIER -EXISTING FB-2HR-E 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER -EXISTING 1 HOUR SMOKE BARRIER SB-1HR-E SB-1HR FP-1/2HR SE-2HR-E SE-2HR 2 HOUR SHAFT/STAIR ENCLOSURE -EXISTING 2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) #CUMULATIVE OCCUPANT LOAD FOR EXITING (E) = EXISTING (E) = EXISTING 150 SF 15 SFP 1 P ROOM NAME 1001 ROOM NAME (E) = EXISTING ROOM NUMBER ROOM NET AREA OCCUPANCY LOAD FACTOR CALCULATED OCCUPANCY LOAD 119 SF 1 P 150 SFP EXAM 110 107 SF 1 P 150 SFP PEDS EXAM 109198 SF 2 P 150 SFP WOMEN'S EXAM 108 120 SF 1 P 150 SFP EXAM 111 118 SF 1 P 150 SFP EXAM 112 118 SF 1 P 150 SFP OFFICE 118 118 SF 1 P 150 SFP OFFICE 119 118 SF 1 P 150 SFP OFFICE 120 116 SF 1 P 150 SFP OFFICE 121 118 SF 1 P 150 SFP OFFICE 122 168 SF 2 P 150 SFP PROCEDURE 106 243 SF 17 P 15 SFP PHARMACY WAITING 125 901 SF 7 P 150 SFP PHARMACY 124 229 SF 2 P 150 SFP LAB 105 *ACTUAL OCCUPANT LOAD BASED ON SEATING = 17 APPROVED BY AHJ *ACTUAL OCCUPANT LOAD BASED ON SEATING = 14 APPROVED BY AHJ 3HR FIRE/PARTY WALL ASSUMED BASED ON DOUBLE WALL CONSTRUCTION 3H R F I R E / P A R T Y W A L L A S S U M E D B A S E D O N D O U B L E W A L L C O NS T R U C T I O N DE A D E N D 4' - 8 " EX I S T I N G C O R R I D O R N O T R A T E D (S E R V E S < 3 0 O C C U P A N T S ) OC C U P A N C Y L O A D = R O O M S = 1 4 P E O P L E EX I S T I N G C O R R I D O R N O T R A T E D (S E R V E S < 3 0 O C C U P A N T S ) CO R R I D O R O C C U P A N C Y L O A D = R O O M S + E 1 4 3 A = 1 0 P E O P L E *ACTUAL OCCUPANT LOAD BASED ON SEATING = 8 APPROVED BY AHJ *ACTUAL OCCUPANT LOAD BASED ON SEATING = 10 APPROVED BY AHJ CORRIDOR NOT RATED (SERVES < 30 OCCUPANTS) CORRIDOR OCCUPANCY LOAD = ROOMS+ 1/2 PHARMACY + 1/2 CORRIDOR 103A 8 + 4 + 8 = 20 PEOPLE CORRIDOR NOT RATED (SERVES < 30 OCCUPANTS) CORRIDOR OCCUPANCY LOAD = ROOMS+ 1/2 NURSE/LAB 10+6 = 16 PEOPLE EX I S T I N G C O R R I D O R N O T R A T E D (S E R V E S < 3 0 O C C U P A N T S ) CO R R I D O R O C C U P A N C Y L O A D = R O O M S + E 1 4 3 B = 1 3 P E O P L E 198 SF 2 P 150 SFP CHECK-IN / OUT 101 *ACTUAL OCCUPANT LOAD BASED ON SEATING = 21 APPROVED BY AHJ *ACTUAL OCCUPANT LOAD BASED ON SEATING = 5 APPROVED BY AHJ *ACTUAL OCCUPANT LOAD BASED ON SEATING = 17 APPROVED BY AHJ *ACTUAL OCCUPANT LOAD BASED ON SEATING = 3 APPROVED BY AHJ EXISTING CORRIDOR NOT RATED (SERVES < 30 OCCUPANTS) CORRIDOR OCCUPANCY LOAD = ROOMS + 1/2 NURSE + 1/2 CORRIDOR 103A 13 + 5 + 8 = 26 PEOPLE ED ED ED ED ED EDED 119 SF 1 P 150 SFP EXAM 114 120 SF 1 P 150 SFP EXAM 113 125 SF 1 P 300 SFP MEDICAL STORAGE 123 223 SF 2 P 150 SFP BREAK ROOM 115 119 SF 1 P 300 SFP PHARMACY STORAGE 124A ED EA 107 TOILET 102 ALCOVE 32 SF 1 P 300 SFP IT/DATA 117A 417 SF 3 P 150 SFP NURSE 104 103A PATIENT CORRIDOR 126 PHARMACY VESTIBULE 117 CORRIDOR 617 SF 42 P 15 SFP MEDICAL WAITING 100 E143B CORRIDOR E143A CORRIDOR FUNCTION/USE PROVIDED OCCUPANT LOAD EXISTING (Y/N) SPRINKLERED (Y/N) AREA 9,000 SF (IBC 2018) 14,895 SF (FRONTAGE INCREASE) ALLOWABLE IN-PATIENT / OUT-PATIENT MEDICAL/DENTAL/PHARMACY 13,190 SF 120 OCCUPANTS N FIRE AREA 1.1 OUTPATIENT N DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING EXISTING (Y/N) OCCUPANT LOAD N E143B/A 36/32 160 14 90 MIN FUNCTION/USE PROVIDED OCCUPANT LOAD EXISTING (Y/N) SPRINKLERED (Y/N) AREA 9,000 SF (IBC 2018) 14,895 SF (FRONTAGE INCREASE) ALLOWABLE IN-PATIENT / OUT-PATIENT BEHAVIORAL HEALTH 5,895 SF 51 OCCUPANTS N FIRE AREA 1.2 OUT PATIENT N 116 STAFF TOILET 103B PROVIDER CORRIDOR 103 MEDICAL CORRIDOR E100 (E) MEDICAL & DENTAL VESTIBULE E104 (E) TOILET E103 (E) TOILET 466 SF 32 P 15 SFP (E) DENTAL WAITING E127 59 SF 1 P 150 SFP (E) DENTAL RECEPTION E128 E129 (E) CORRIDOR 164 SF 2 P 150 SFP (E) LAB E130 120 SF 1 P 150 SFP (E) OPERATORY E132 89 SF 1 P 150 SFP (E) OPERATORY E131 121 SF 1 P 150 SFP (E) OPERATORY E133 121 SF 1 P 150 SFP (E) OPERATORY E134 120 SF 1 P 150 SFP (E) OPERATORY E135 E138 (E) CORRIDOR 117 SF 1 P 150 SFP (E) OPERATORY E136 119 SF 1 P 150 SFP (E) OPERATORY E137 63 SF 1 P 300 SFP (E) STORAGE E139 45 SF 1 P 300 SFP (E) IT E140 714 SF 3 P 300 SFP (E) STORAGE E141 48 SF 1 P 300 SFP (E) MECH. E142 129 SF 1 P 150 SFP (E) EXAM E112 92 SF 1 P 150 SFP (E) EXAM E113 94 SF 1 P 150 SFP (E) EXAM E114 E115 (E) CORR. 108 SF 1 P 150 SFP (E) EXAM E116 134 SF 1 P 150 SFP (E) EXAM E117 130 SF 1 P 150 SFP (E) EXAM E118 179 SF 2 P 150 SFP (E) PROCEDURE E111 E119 (E) CORRIDOR 141 SF 1 P 150 SFP (E) XRAY E120 252 SF 1 P 300 SFP (E) MEDICAL STORAGE E125 101 SF 1 P 300 SFP (E) LAB STORAGE E122 148 SF 1 P 150 SFP (E) LAB E121 E123 (E) TOILET 77 SF 1 P 300 SFP (E) ELEC E126 E143 (E) CORRIDOR 133 SF 1 P 150 SFP (E) OFFICE E144 E168 (E) THERAPY VESTIBULE 454 SF 31 P 15 SFP (E) THERAPY WAITING E166 E167 (E) TOILET 139 SF 1 P 150 SFP (E) OFFICE E163 330 SF 3 P 150 SFP (E) PLAY THERAPY E164 105 SF 1 P 150 SFP (E) THERAPY RECEPTION E165 125 SF 1 P 150 SFP (E) OFFICE E145 115 SF 1 P 300 SFP (E) MECH/ELEC E146 E162 (E) TOILET E152 (E) CORRIDOR 139 SF 1 P 150 SFP (E) OFFICE E161 139 SF 1 P 150 SFP (E) OFFICE E159 139 SF 1 P 150 SFP (E) OFFICE E157 136 SF 1 P 150 SFP (E) OFFICE E155 E154 (E) TOILET 119 SF 1 P 150 SFP (E) OFFICE E160 120 SF 1 P 150 SFP (E) OFFICE E147 122 SF 1 P 150 SFP (E) OFFICE E148 121 SF 1 P 150 SFP (E) OFFICE E158 121 SF 1 P 150 SFP (E) OFFICE E156 122 SF 1 P 150 SFP (E) OFFICE E149 E150 (E) CORRIDOR 526 SF 36 P 15 SFP (E) CONFERENCE E151 252 SF 2 P 150 SFP (E) BREAKROOM E153 106A SOILED & EQUIPMENT 2 1 1 1 1 1 1 4 3 11 1 111 2 2 6 5 1 1 1 2 1 3 1 1 2 3 2 4 1 1 1 1 1 1 8 8 1 2 11111 15 6 42 11 1 2 21 59 11 3 8 1 EXISTING CORRIDOR NOT RATED (SERVES < 30 OCCUPANTS) CORRIDOR OCCUPANCY LOAD = ROOMS 14 PEOPLE6 25 1 EA EA 1 1 1 1 1 1 13 EXISTING CORRIDOR NOT RATED (SERVES < 30 OCCUPANTS) CORRIDOR OCCUPANCY LOAD = CONFERENCE ROOM = 17 PEOPLE 17 2 1 1 1 1 1 1 3 1 1 1 14 27 28 1 14 DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING EXISTING (Y/N) OCCUPANT LOAD N 103B/B 36/32 160 21 N/A DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING EXISTING (Y/N) OCCUPANT LOAD N 103B/C 36/32 160 - 90 MIN DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING EXISTING (Y/N) OCCUPANT LOAD Y E168/A 72/64 320 28 N/A DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING EXISTING (Y/N) OCCUPANT LOAD E E150/A 36/32 160 27 N/A DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING EXISTING (Y/N) OCCUPANT LOAD E E141/B 36/32 160 4 N/A DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING EXISTING (Y/N) OCCUPANT LOAD N E143A/A 36/32 160 6 90 MIN DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING EXISTING (Y/N) OCCUPANT LOAD N 117A 36/32 160 14 N/A DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING EXISTING (Y/N) OCCUPANT LOAD Y E100/A 36/32 160 25 N/A DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING EXISTING (Y/N) OCCUPANT LOAD Y E100/B 36/32 160 42 N/A DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING EXISTING (Y/N) OCCUPANT LOAD N E100/C 36/32 160 11 N/AD1 = 1 3 6'-0" D1 = 172'-0" D1 = 98'-9" D2 = 115'-3" FE(E) FE(E) FE C ( E ) FE C ( E ) FE(E) FECFEC FE C FE C ( E ) FE C FE C 15'-1" DEAD END 37' -0" CPET 99' -6" EATD 80' -5" EATD 139' -6" EATD 20'-0" MAX DEAD END 6'-0" DEAD END 41 ' -4" C P E T 62'-9" EATD 16 ' -6" D E A D E N D 32'-9" CPET 2'-11" EXTERIOR WALLS RATED BETWEEN ADJACENT SMOKE COMPARTMENTS FB-2HR-E FB-2HR-E FB-2HR-E FB-2HR REVIEW COMMENT 9/22/2023 NOTE: OCCUPANT LOAD HAS BEEN CALCULATED BY AREA PER SF METHOD (150 SF/ PERSON FOR BUSINESS OCCUPANCY) FOR ALL OCCUPIABLE SPACES OTHER THAN WAITING AND CONFERENCE ROOMS WHICH HAVE BEEN TABULATED BY NUMBER OF PHYSICAL SEATS TO IDENTIFY ACTUAL OCCUPANT LOAD TO MAINTAIN UNRATED CORRIDOR WALLS IN AN UNSPRINKLERED BUILDING. NOTE: OCCUPANT LOAD HAS BEEN CALCULATED BY AREA PER SF METHOD (150 SF/ PERSON FOR BUSINESS OCCUPANCY) FOR ALL OCCUPIABLE SPACES OTHER THAN WAITING AND CONFERENCE ROOMS WHICH HAVE BEEN TABULATED BY NUMBER OF PHYSICAL SEATS TO IDENTIFY ACTUAL OCCUPANT LOAD TO MAINTAIN UNRATED CORRIDOR WALLS IN AN UNSPRINKLERED BUILDING. 48 ' - 0 " 60' - 0"35' - 0" w3 = 30'-0" 101' - 1" w4 = 3 0 ' - 0 " 32 ' - 5 " w7 = 30'-0" 84' - 0" W 1ST STREET E 3 R D S T R E E T CO L L E G E A V E w2 24 ' - 7 " (E) FENCE (E) CLINIC ADDITION L5 61 ' - 0 " L4 93' - 1" L6 51' - 8" w6 = 3 0 ' - 0 " 93 ' - 5 " L3 15 3 ' - 2 " L7 63 ' - 1 " w5 = 30'-0" 51' - 8" LO T L I N E W = (18.75 x 30) + (80.5 x 24.6) + (153.2 x 30) + (93.1 x 30) + (61 x 30) + (51.7 x 30) + (63.1 x 30) L2 80' - 6"L1 18 ' - 9 " If = [F/P -0.25] W/30 9,000 SF ALLOWABLE FOR TYPE VB + 65.5% INCREASE = 14,895 SF MAXIMUM ALLOWABLE FIRE AREA EXISTING ALLEY WAY 2018 BUILDING CODE OF IDAHO REFERENCES: 506.3 EVERY BUILDING SHALL ADJOIN OR HAVE ACCESS TO A PUBLIC WAY TO RECEIVE AN AREA FACTOR INCREASE BASED ON FRONTAGE. AREA FACTOR INCREASE SHALL BE DETERMINED IN ACCORDANCE WITH SECTIONS 506.3.1 THROUGH 506.3.3. 506.3.1 TO QUALIFY FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE, A BUILDING SHALL HAVE NOT LESS THAN 25 PERCENT OF ITS PERIMETER ON A PUBLIC WAY OR OPEN SPACE. SUCH OPEN SPACE SHALL BE EITHER ON THE SAME LOT OR DEDICATED FOR PUBLIC USE AND SHALL BE ACCESSED FROM A STREET OR APPROVED FIRE LANE. 506.3.2 TO QUALIFY FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE, THE PUBLIC WAY OR OPEN SPACE ADJACENT TO THE BUILDING PERIMETER SHALL HAVE A MINIMUM DISTANCE (W) OF 20 FEET MEASURED AT RIGHT ANGLES FROM THE BUILDING FACE TO ANY OF THE FOLLOWING: 1. THE CLOSEST INTERIOR LOT LINE. 2. THE ENTIRE WIDTH OF A STREET, ALLEY OR PUBLIC WAY. 3. THE EXTERIOR FACE OF AN ADJACENT BUILDING ON THE SAME PROPERTY. WHERE THE VALUE OF W IS GREATER THAN 30 FEET, A VALUE OF 30 FEET SHALL BE USED IN CALCULATING THE BUILDING AREA INCREASE BASED ON FRONTAGE, REGARDLESS OF THE ACTUAL WIDTH OF THE PUBLIC WAY OR OPEN SPACE. WHERE THE VALUE OF W VARIES ALONG THE PERIMETER OF THE BUILDING, THE CALCULATION PERFORMED IN ACCORDANCE WITH EQUATION 5-5 SHALL BE BASED ON THE WEIGHTED AVERAGE CALCULATED IN ACCORDANCE WITH EQUATION 5-4: W=(L1 x w1 + L2 x w2 + L3 x w3...)/F WHERE: W (WIDTH: WEIGHTED AVERAGE) = CALCULATED WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET). LN =LENGTH OF A PORTION OF THE EXTERIOR PERIMETER WALL. wN =WIDTH (≥20 FEET) OF A PUBLIC WAY OR OPEN SPACE ASSOCIATED WITH THAT PORTION OF THE EXTERIOR PERIMETER WALL. F =BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING A WIDTH OF 20 FEET OR MORE. 506.3.3 THE AREA FACTOR INCREASE BASED ON FRONTAGE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-5: If = [F/P -0.25] W/30 WHERE: If = AREA FACTOR INCREASE DUE TO FRONTAGE. F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING MINIMUM DISTANCE OF 20 FEET (6096 MM). P = PERIMETER OF ENTIRE BUILDING (FEET). W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) IN ACCORDANCE WITH SECTION 506.3.2. w1 = 30'-0" 192' - 11" (18.75 + 80.5 + 153.2 + 93.1 + 61 + 51.7 + 63.1) W = (562.5) + (1,980.3) + (4,596) + (2,793) + (1,830) + (1,551) + (1,893) 521.35 W = 15,205.8 521.35 W = 29.16 W=(L1 x w1 + L2 x w2 + L3 x w3...)/F If = [521.35/564.1 -0.25] 29.16/30 BUILDING PERIMETER (P) = 564'-1" If = [0.924 -0.25] 29.16/30 If = [0.674] 29.16/30 If = 0.655 PROVIDED: FIRE AREA 1.1 = 13,190 SF FIRE AREA 1.2 = 5,895 SF DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 2 : 2 7 A M G131 CODE CONFORMANCE PLANS (PRINT IN COLOR) 08/14/2023 23041 KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1/8" = 1'-0"A1 CODE CONFORMANCE PLAN 1" = 40'-0"A9 FRONTAGE INCREASE CALCULATION 0'2'4'8'16' REVIEW COMMENT 9/22/2023 REVIEW COMMENT 9/22/2023 REVIEW COMMENT 9/22/2023 REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 REVIEW COMMENT 9/22/2023 NONE @ 2" O.C. @ 2" O.C. @ 3" O.C. @ 4" O.C. @ 6" O.C. NONE @ 3" O.C. @ 3" O.C. @ 4" O.C. 14 GAUGE NONE @ 2" O.C. @ 3" O.C. @ 2" O.C. @ 4" O.C. NONE 16 GAUGE15 GAUGE @ 12" O.C.@ 8" O.C.@ 6" O.C.@ 8" O.C. ALTERNATE STAPLE SCHEDULE FOR APA RATED SHEATHING 0.131"øx2 1/2" NAIL SPACING AS SPECIFIED IN THE WOOD WALL OR DIAPHRAGM SCHEDULES NOTE: 1.ALL STAPLES TO HAVE 7/16" MIN. CROWN WIDTH AND MUST BE INSTALLED WITH THEIR CROWNS PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS. 2.MINIMUM PENETRATION FOR ALL STAPLE GAUGES IS 1 1/2". 3.FASTENER SPACING @ 2" O.C. OR LESS REQUIRES NOMINAL 3x MEMBER. WOOD DIAPHRAGM WOOD COLUMN WOOD HEADER WOOD BEAM WD WB WC WH S100 S101 S101 S101 HOLDOWN ANCHOR SHEAR WALLSW MASONRY WALLMW HD CONCRETE WALL CONCRETE SLAB CW CS S100 S101 S100 S101 S101 LEGEND CONCRETE FOOTING CONTROL OR CONST. JT.CCJ DESCRIPTION CF S200 - - DETAIL S101 - - - - - - - - - MARK ON SHEET SCHEDULE ON SHEET WOOD JOISTWJ S101 - STRUCTURAL DRAWING NOTES GRAND PEAKS MEDICAL ADDITION I. GENERAL APPLICATION A. These drawings must be used in conjunction with the architectural drawings to clearly define the requirements for construction. B. Do not scale drawings. C. In the opinion of the Contractor, any items that appear to be deficiencies, omissions, contradictions or ambiguities in the drawings, should be brought to the attention of the Architect and/or G&S Structural Engineers. II. CODES AND SPECIFICATIONS A. International Building Code (IBC) -2018 Edition III. DESIGN CRITERIA A. Wind 3 Second Gust Wind Speed = 115 MPH (Ultimate) 89 MPH (Nominal) Exposure = B Risk Category II Enclosure Classification-Enclosed Components and Cladding Pressure = 15 psf B. Seismic SS = 36.90%g SDS = 0.371g SI = 14.30%g SDI = 0.221g Risk Category = II IE = 1.00 Site Class = D Seismic Design Category = D R = 6.5 V = Cs W = 0.057 W Bearing Wall System, Frame Wall System Light Frame Wood Walls With Structural Wood Shear Panels Equivalent Lateral Force Analysis Method Percentage of roof snow used for design = 20% C. Live Loads per IBC Sec. 1607 Uniform (psf) Concentrated (lbs.) 1. Ground snow: Pg 50 ----- 2. Roof a. Snow Load: Pf 35 ----- i. Is = 1.0 ii. Ce = 1.0 iii. Ct = 1.0 b. Drifting snow: Pd&w See Plans c. Rain Load: R ??? i. Rain Intensity i = 3in/hr d. Live Load 20 (Non-concurrent with snow load) 3. Slab on grade floor 100 4. Interior wall lateral pressure 5 D. Dead Loads Uniform (psf) 1. Framing system 20 (Roof) E. Design Assumptions 1. Soil bearing pressure used is 2500 psf for columns and wall footings as per the Geotechnical Engineering Study, by Rocksmith Engineering dated June 16, 2023. Any variation encountered, different from this report, shall be brought to the attention of G&S Structural Engineers before proceeding. F. Allowable Stresses (unless otherwise noted) 1. Concrete (Reference ACI 318-14, section 19.3-Concrete Durability Requirements) a. Footings (and interior foundation walls) i. Per ACI Table 19.3.1.1 -F0,S0,W0,C1 ii. Minimum f'c @ 28 days 3000 psi iii. W/C ratio 0.55 max iv. Slump limit 4 -8 inches with verified max slump of 3" before admixtures, (± 1") v. Air entrainmentv. 3% (± 1%) Total air content b. Exterior/perimeter foundation walls i. Per ACI Table 19.3.1.1 -F1,S0,W0,C1 ii. Minimum f'c @ 28 days 3500 psi iii. W/C ratio 0.55 max iv. Slump limit 4 -8 inches with verified max slump of 4" before admixtures, (± 1") v. Air entrainment 6% (± 1%) Total air content c. Interior slabs on grade not exposed to freeze thaw i. Per ACI Table 19.3.1.1 -F0,S0,W0,C1 ii. Minimum f'c @ 28 days 3000 psi iii. W/C ratio 0.55 max iv. Slump limit 4 -8 inches with verified max slump of 3" before admixtures, (± 1") v. Air entrainment No air additive vi. Coordinate concrete design with special slab finish requirements, see arch. drawings and/or specifications. Use the more restrictive requirements. 2. Concrete masonry a. Masonry Wall (f'm) 1500 psi b. Masonry Units 1900 psi c. Mortar (@ 28 days) i. Type M 2500 psi ii. Type S 1800 psi d. Grout (@ 28 days) 2000 psi 3. Reinforcing steel a. Typical ASTM A615 Grade 60 b. Weldable ASTM A706 Grade 60 4. Structural Steel a. Angles ASTM A36 b. Misellaneous pltaes & bars ASTM A36 5. Wood framing a. Stud walls No. 2 Douglas Fir b. 2x joists No. 2 Douglas Fir c. Laminated Veneer Lumber (LVL) 2.0E d. Laminated Strand Lumber (LSL) Truss Joist or equivalent i. Stud 1.55E IV. SPECIAL INSPECTIONS A. The Owner or the Owner's Agent shall employ independent Special Inspector(s) to perform the following duties. Each Special Inspector shall submit qualifications showing competency to the Building Official for approval prior to specified duties. All special inspection is to comply with IBC Chapter 17. 1. Duties and Responsibilities of the Special Inspector: a. The Special Inspector shall observe the work assigned to be certain it conforms to the approved contract drawings. b. The Special Inspector shall furnish inspection reports to the Building Official and to the Architect of Record. All discrepancies shall be brought to the immediate attention of the Contractor for correction. 2. Concrete: a. No special inspection is required based upon the exceptions listed in IBC Section 1705.3. 3. Anchors installed in concrete or masonry: a. Drilled in adhesive (epoxy) and mechanical anchors: i. Special inspection of drilled in anchors as per ICC Evaluation Services Report and/or as required by the building department, IBC Table 1705.3 and TMS 602 Table 4. V. GENERAL STRUCTURAL NOTES A. All footings shall bear on undisturbed soil or rock. The foundation shall bear on the same soil type throughout the entire structure. A minimum distance of 3'-0" shall be maintained from finished grade to the bottom of all concrete footings. B. Caution shall be taken not to undermine existing footings. See Allowable Trenching and Utility Placement Detail 1/S101. C. Contractor shall verify all dimensions in the field: any variation from the drawings shall be brought to the attention of the Architect. Any proposed field changes shall have prior approval from the Architect. D. Adequate shoring and bracing of all structural members during construction shall be provided. F. Backfill under slabs and footings shall be with approved material. Follow the recommendations and requirements provided in the Geotechnical Engineering Stud by Rocksmith Engineering. VI. CONCRETE A. Unless otherwise noted, all concrete is to be made with Portland Cement - ASTM C150 with a maximum aggregate size less than or equal to one inch. B. Concrete shall be of ready-mix type conforming to ASTM C94. C. When the average daily temperature is expected to drop below 40° F for 3 or more successive days, the concrete shall comply with the Cold Weather Concreting Standard (ACI 306). Place no concrete against frozen earth. D. All vertical reinforcement in piers and walls shall be doweled from the footing or structure below with rebar of the same size and spacing as required above. All footing dowels shall have at least 40 diameters embedment into concrete above and shall have a 6" hook in footing below unless specified otherwise. E. Provide corner bars at all intersecting corners. Use same bar size and spacing as horizontal wall reinforcement. Where horizontal reinforcing bars join concrete columns the reinforcing shall run continuous through columns. Where continuous horizontal reinforcement terminates, use a 90° return or separate corner bar. F. Splices of reinforcement at points of maximum stress shall be avoided. All longitudinal reinforcement in beams and headers shall be continuous without splices between supports. Minimum overlap for lapped splices shall be as follows: #4 -24"; #5 -30"; #6 -36"; #7 -53" G. Reinforce all concrete walls as shown on the Concrete Wall Schedule. H. All exterior vertical concrete surfaces below finished grade, where in contact with earth, shall be protected with an asphaltic coating. I. No aluminum products shall be embedded in the concrete. J. All construction joints shall be located so as not to impair the strength of the structure. Unless noted on the drawings, all reinforcement shall be continuous through the joints. Each construction joint shall be keyed. K. Construction joints in large areas of slab on grade shall be placed in long strip construction fashion in widths as required. Control joints at 10 feet maximum shall be saw-cut longitudinal and transverse to the length. See Concrete Slab on Grade Details S101. VII. REINFORCING STEEL A. Welding or tack welding of reinforcing bars to other bars, plates, angles, etc. is prohibited unless ASTM A706 (weldable) rebar is utilized. B. All detailing, fabrication and placing of reinforcing bars shall conform to the ACI Manual of Standard Practice for Detailing Reinforcing Concrete Structures (ACI 315). C. Reinforcement shall be accurately placed as indicated on the drawings and adequately supported to prevent displacement before concrete or masonry grout is placed. D. The following minimum concrete cover for reinforcement shall be provided, unless otherwise noted. Cast against and permanently exposed to earth........3" Exposed to earth or weather -#5 and smaller... 1-1/2" Not exposed to earth or weather -slabs, walls... 3/4" VIII. PRE-ENGINEERED WOOD TRUSSES A. See architectural drawings for roof slopes and/or truss configurations. Review structural drawings for intended truss placement and support locations. B. Individual trusses and truss spacing to be designed by the Truss Manufacturer. The truss spacings shown on plan are maximum spacings. The Truss Manufacturer may combine and/or space trusses closer together as required by the individual truss design. C. The pre-engineered roof truss members shall be designed to support the following loads in addition to the dead load of the member as applicable. 1. 35 psf roof snow load plus drifting as indicated on plans. 2. 20 psf roof live load (non-concurrent with snow load). 3. 12 psf dead load top chord. 4. 8 psf dead load bottom chord. 5. Applicable wind and seismic loads. 6. A 10 psf bottom chord live load non-concurrent with any other live loads. 7. Applicable mechanical, electrical and sprinkler loads. 8. Concentrated loads with magnitude and locations as indicated in plan. D. The shop drawings and design calculations shall be produced by, or under the supervision of a registered Professional Engineer. The shop drawing submittal to the Contractor shall include the following: 1. Truss placement plan. 2. Truss design drawing for each truss, stamped and signed by a registered Professional Engineer licensed in the state in which the project will be constructed. 3. Connection requirements for truss-to-truss girder, truss ply to ply and field splices shall be designed by the Truss Manufacturer and submitted with shop drawings. Contractor shall provide such connection requirements as specified in shop submittals. E. Contractor shall provide all permanent bracing requirements for the structure, including the trusses as indicated in structural drawings and truss shop drawings. The lateral bracing shall be anchored to solid end walls or permanent diagonal bracing. F. No truss shall be modified without the Truss Manufacturer's approval. IX. TIMBER A. All wood and timber construction that is part of this project shall comply with the Timber Construction Manual of the AITC. Other members with equivalent size and strength can be substituted only if documentation is provided to substantiate capacity of new product. All wood framing members shall have a moisture content less than 19% unless otherwise noted. B. Notching of any structural member other than that shown on the drawings is prohibited. See Detail 2/S101 for Allowable Penetration In Light Framed 2x Lumber. C. There shall be at least two nails at each contact point, with 8d thru 1" material, 16d thru 2" material and 40-60d thru 3" material. D. Wherever possible nails should be driven perpendicular to the grain instead of toe nailed. E. All wood materials in direct contact with concrete or masonry or within 8" of soil shall be pressure treated wood or wood of natural resistance to decay. F. Where wood tends to split, holes for nails shall be bored a diameter smaller than that of the nails. G. Roof sheathing face grain must be perpendicular to its supports. H. All wall studs shall be continuous from floor to roof diaphragms. I. Roof and wall diaphragm sheathing nails or other approved sheathing connections shall be driven so that their head or crown is flush with the surface of the sheathing. J. All wood connection hardware shown on plans are based upon Simpson Strong Tie products. Equivalent hardware may be used upon approval of the Architect. All hangers are to match the width and depth of framing members with the correct slope and skew where applicable. Fill all nail holes unless otherwise noted. All Simpson connectors in exterior applications or in contact with pressure treated wood shall have a corrosion resistant coating. The coating type shall be determined by referencing the "General Corrosion Information" website at "www.strongtie.com/info" K. See the Nailing Schedule for the typical wood to wood fastening requirements of the structural components. L. For Alternate Staple Schedule for roof and wall sheathing see Sheet S100. NAILING SCHEDULE All nails in this schedule are based upon IBC Table 2304.10.1 and Truss Joist specifier's guide. See the IBC table or engineered "I" joist manufacture for additional options and requirements. All fasteners exposed to weather or moisture and/or fasteners less than 1/2"∅driven into pressure treated lumber shall be stainless steel or galvanized. Other nails with proper revised spacing may be used with written approval of the engineer. CONNECTION FASTENING LVL built-up beams & headers See beam and header schedules 2x Roof Joists or 2x trusses 4-10d box (0.128"x3") toenail to top plate or 3-16d box (0.135"x3.5") toenail Blocking between 2x joists or 2x trusses 3-10d box (0.128"x3") toenail to joist or truss each end & 10d box (0.128"x3") toenail to plate below @ 6" o.c. Double Top Plates Lower plate to top of stud 2-16d common (0.162"x3.5") end nails or 3-10d box (0.128"x3") end nails Upper plate to lower plate-staggered 16d common (0.162"x3.5") @ 16" o.c. or 10d box (0.128"x3") @ 12" o.c. Upper plate to lower plate @ intersection 2-16d common (0.162"x3.5") or 3-10d box (0.128"x3") Upper plate to lower plate @ splice point 8-16d common (0.162"x3.5") or 12-10d box (0.128"x3") @ each side of splice (Minimum lap: 4'-0" with 2'-0" each side of splice) Bottom plate to joist, rim or blocking 2-16d box (0.135"x3.5") @ each joist & 16d box (0.135"x3.5") @ 12" o.c. into rim joist Studs to bottom plate 2-16d common (0.162"x3.5") end nails or 3-10d box (0.128"x3") end nails or 4-10d box (0.128"x3") toenails Blocking between studs 2-10d box (0.128"x3") toenail or end nails @ each end Stud to Stud & Built-up corner studs 16d box (0.135"x3.5") @ 12" o.c. 2x Built-up Headers 2x12 or less in depth 2 rows of 16d box (0.135"x3.5") @ 12" o.c. @ each ply Continuous header to stud 4-10d box (0.128"x3") toenail at each stud Double 2x joists 2 rows of 16d box (0.135"x3.5") @ 12" o.c. DESIGNER:DRAFTER: 505 LINDSAY BOULEVARD IDAHO FALLS, IDAHO 83402 PHONE: (208) 523−6918 / FAX: (208) 523−6922 PROJECT NUMBER: &STRUCTURAL ENGINEERSSG E−MAIL: gs@gsengineers.net COPYRIGHT 2023 CHECKER:JP MA MA 23059 HD2 HD3 HD1 MARK REMARKS HOLDOWN SCHEDULE STHD10 A -10"2-2x6 HDU2 C 10"2-2x6 NOTE: ALL HOLDOWNS ARE BASED UPON SIMPSON STRONG-TIE CONNECTORS. FASTEN HOLDOWN AS SPECIFIED BY MANUFACTURER. MODEL NUMBER HOLDOW N TYPE ANCHOR BOLT DIAMETER MINIMUM EMBEDMENT IN CONCRETE MINIMUM COLUMN SIZE DTT2Z B 1/2" ∅ THREADED ROD 5"2-2x6 5/8" ∅ THREADED ROD HD3 MAY BE USED IN LIEU OF HD1 BLOCKED DIAPHRAGM UNBLOCKED DIAPHRAGM TYPICAL HORIZONTAL DIAPHRAGM NAILING SPAN RATINGMARK WD1 WOOD FRAMING SHEATHING PANELS 40/20 SHEATHING NONE SUPPORTED EDGES BOUNDARY INTERMEDIATE @ 12" O.C. @ 6" O.C. @ 6" O.C. WOOD DIAPHRAGM SCHEDULE BOUNDARY NAILING @ SHEAR WALLS AND BUILDING EDGES NO BLOCKING @ PANEL JOINT EDGE NAILING @ SUPPORTED PANEL EDGE INTERMEDIATE NAILING @ SUPPORTS 2x4 FLAT BLOCKING BETWEEN FRAMING MEMBERS @ SHEATHING PANEL EDGES (TYP.) PANEL JOINT BLOCKING (1) NAILING (0.131"øx2 1/2" MIN. U.O.N.) 19/32" C-D APA RATED SHEATHING WOOD WALL SCHEDULE SW 2 MARK 1 SW 1/S100 1/S1002x6YES 2x6 YES ONE SIDE @ 4" O.C.@ 12" O.C. ONE SIDE @ 6" O.C.@ 12" O.C. EDGES INTERMED. (SEE FRAMING PLAN FOR SHEAR WALL HOLDOWNS) (SEE APPROPRIATE SECTIONS FOR BOTTOM PLATE NAILING OR BOLTING) WALL STUDS (1) SILL PLATE /BOTTOM PLATE (2) ANCHOR BOLTS (3) 3x3x.229 PLATE WASHERS (4) WALL BLOCKING TOP PLATE DETAIL (5) (6) 7/16" APA RATED SHEATHING NAILING (0.131"ø x 2 1/2" MIN.) 2x6 @ 16" O.C. 2x6 @ 16" O.C. 1.USE NO. 2 DOUGLAS FIR. 2.USE PRESSURE TREATED WOOD WHEN IN CONTACT WITH CONCRETE. 3.USE A307 STEEL. DO NOT RECESS NUT AND WASHER INTO SILL PLATE. MINIMUM 2 ANCHOR BOLTS PER PIECE. LOCATE ANCHOR BOLTS 10" FROM EACH END OF PIECE. CONTRACTOR MAY USE SIMPSON TITEN HD ANCHORS OF THE SAME DIAMETER AND SPACING SPECIFIED. PROVIDE A MINIMUM EMBEDMENT OF 3 1/4" FOR 1/2"ø TITEN HD ANCHORS AND 3 3/4" FOR 5/8"ø TITEN HD ANCHORS. 4.USE A36 STEEL. DO NOT RECESS INTO SILL PLATE. IF PLATE WASHERS ARE NOT REQUIRED, USE STANDARD WASHERS. 5. 6. WHERE TOP PLATE IS CUT OR DISCONTINUOUS, STRAP ACROSS BREAK WITH SIMPSON MST37 STRAP. SHEATHING TO BE PLYWOOD OR OSB. (VERTICAL OR HORIZONTAL ORIENTATION.) PROVIDE BLOCKING AT ALL UNSUPPORTED PANEL EDGES FOR NAILING, INCLUDING PANEL EDGES ABOVE AND BELOW OPENINGS. 5/8"ø @ 4'-0" O.C. 7" EMBED 5/8"ø @ 4'-0" O.C. 7" EMBED 2x6 @ PANEL JT. 2x6 @ PANEL JT. SW 3 1/S1002x6YES ONE SIDE @ 4" O.C.@ 12" O.C.2x6 @ 16" O.C. 5/8"ø @ 2'-8" O.C. 7" EMBED 2x6 @ PANEL JT. WOOD COLUMN SHEAR WALL EDGE NAILING FULL HEIGHT OF HOLDOWN COLUMN SIMPSON STRAP TIE SEE SCHEDULE FASTEN PER MANUFACTURER PRESSURE TREATED SILL PLATE MI N I M U M EM B E D . WOOD COLUMN SHEAR WALL EDGE NAILING FULL HEIGHT OF HOLDOWN COLUMN SIMPSON HOLDOWN ANCHOR SEE SCHEDULE FASTEN PER MANUFACTURER F1554 G36 THREADED ROD W/ SIMPSON AT-XP ADHESIVE PRESSURE TREATED SILL PLATE TOP OF CONCRETE FOOTING MI N I M U M E M B E D . WOOD COLUMN SHEAR WALL EDGE NAILING FULL HEIGHT OF HOLDOWN COLUMN SIMPSON HOLDOWN ANCHOR SEE SCHEDULE FASTEN PER MANUFACTURER F1554 G36 THREADED ROD W/ SIMPSON AT-XP ADHESIVE PRESSURE TREATED SILL PLATE TOP OF CONCRETE WALL 4'-0" MIN. LAP FLOOR OR ROOF LINE JOIST SPACE 16d NAILS @ 4" O.C. STAGGERED DOUBLE TOP PLATE CHORD MEMBER DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I FOUNDATION PERMIT 7/26/2023 CONSTRUTION 8/14/2023 Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 8/ 1 0 / 2 0 2 3 1 1 : 2 1 : 1 0 A M S100 STRUCTURAL NOTES 08/14/2023 23059 JP 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 3/4" = 1'-0" HOLDDOWN TYPE A 3/4" = 1'-0" HOLDDOWN TYPE B 3/4" = 1'-0" HOLDDOWN TYPE C S100 1LAP SPLICE OF DBL TOP PLATE REVISION SCHEDULE NAME DATE 8-14-2023 CONC. 9" MIN. 1'-6" MIN. 6" M I N . 6" M I N . 4" MIN. FILL TO BE SAME WIDTH AS FTG. NO EXCAVATION BELOW THIS LINE PERPENDICULAR TO FOUNDATION TRENCH 6 PARALLEL TO FOUNDATION 12 SEE NOTES FOR REINF. AROUND OPENING FOOTING NO PIPE THRU FTG. CONC. FILL TO BE IN PLACE BEFORE FTG. IS POURED IF PIPE OR DUCT INTERFERES WITH FOOTING AND PIPE OR DUCT CANNOT BE DROPPED, CONTACT ENGINEER. BACK FILL PIPE OR DUCT 2" CLR. WIDTH WIDTHMARK CW1 ON PLAN DENOTES TOP OF WALL (U.O.N.) TYPE A REMARKS CONCRETE WALL SCHEDULE PLACEMENT TYPE REINFORCEMENT VERTICALHORIZONTAL TYPE 11"A #4 @ 18" O.C. EACH FACE #4 @ 18" O.C. EACH FACE HORIZ. REINF. VERT. REINF . SL A B T H I C K N E S S 2nd. POUR EQ . TH . TH . EQ . SL A B T H I C K N E S S 1st. POUR 3/4" MIN. TH . TH . WITHIN 24 HOURS AFTER POUR TOOLED JOINT OR 1/4" MAX. SAW CUT CONCRETE SLAB ON GRADE DETAILS TH/4 COMPACTED GRANULAR FILL TYPICAL CONTROL JOINT (CCJ) CONCRETE SLAB SCHEDULE TH / 4 ( M I N I M U M ) 4" THICKNESSMARK CS1 SLAB TYPICAL CONSTRUCTION JOINT (CCJ) #4 @ 24" O.C.1"#4 @ 24" O.C. REMARKS ON PLAN DENOTES TOP OF SLAB (U.O.N.) REINFORCEMENT LONGITUDINAL TRANSVERSE(TH) PAINT JOINT W/ BOND BREAKER PRIOR TO SECOND POURUNDISTURBED OR COMPACTED SOIL REINFORCEMENT (SEE SCHED.) H/ 3 H/ 3 H/ 3 M I N . dd/3 L L/3 L/3 1 6 " d/3 1" MAX. d/ 6 d/ 4 d 2" M I N . 2" M I N . d d/ 3 M A X . 1 1/2" MIN. BEARING TYP. d/4 5/8" MIN. d/3 MAX. L/3 H d d/ 3 d/ 6 d/ 3 NO NOTCHING ALLOWED NO H O L E S O R NO T C H E S AL L O W E D NOTCHING OF DOUBLE TOP PLATE SIZE SCHEDULE NOTCHING OF ROOF OR FLOOR JOIST HOLE BORING OF ROOF OR FLOOR JOIST 2x12 2x10 2x8 2x6 2x4 MEMBER 2 3/43 5/8 2 1/43 2 3/8 1 3/4 1 3/81 3/4 7/8 d/4d/3 1 1/8 1 7/8 1 1/2 1 1/8 7/8 5/8 d/6 WOOD STUD NOTCHING & HOLE BORING OF EXT. OR BEARING WALL STUDS HOLES & NOTCHES IN BEAMS ARE NOT ALLOWED UNLESS OTHERWISE APPROVED IN WRITING BY ENGINEER 2-SIMPSON CS16 STEEL STRAPS (MIN.) DBL. TOP PLATE WB1 3-1 3/4x11 7/8 2.0E LVL MATERIAL BEAM SCHEDULE MARK BEAM SIZE REMARKS ATTACH W/ 2 ROWS OF 16d NAILS @ 12" O.C. DRIVEN FROM BOTH SIDES WB2 3-1 3/4x14 2.0E LVL ATTACH W/ 3 ROWS OF 16d NAILS @ 12" O.C. DRIVEN FROM BOTH SIDES WC3 WC5 WC4 4-1 3/4"x51/2" MATERIAL COLUMN SCHEDULE MARK WC1 WC2 COLUMN SIZE 2-2x6 3-2x6 REMARKS NO. 2 DOUG. FIR NO. 2 DOUG. FIR 1.55E LSL 4-2x6 NO. 2 DOUG. FIR 5-2x6 NO. 2 DOUG. FIR REMARKS DBL. 2x KING STUD HEADER SIZE 2-2x8 2-1 3/4x9 1/2 WH4 MARK WH1 WH3 WH2 WOOD HEADER SEE ARCH. DWGS. ROUGH OPENING 2x CRIPPLE STUD RO U G H O P E N I N G 16d NAILS @ 12" 2x KING STUD 10d NAILS @ 3" WOOD HEADER SCHEDULE MATERIAL 2.0E LVL 2-2x6 CRIPPLE STUD 1-2x6 3-1 3/4x9 1/2 2.0E LVL 4-2x6 3-1 3/4x16 2.0E LVL 4-2x6 ATTACH W/ 2 ROWS OF 16d NAILS @ 12" O.C. DRIVEN FROM ONE SIDE ATTACH W/ 2 ROWS OF 16d NAILS @ 12" O.C. DRIVEN FROM BOTH SIDES ATTACH W/ 3 ROWS OF 16d NAILS @ 12" O.C. DRIVEN FROM BOTH SIDES NO. 2 DOUG. FIR @ OPENING GREATER THAN 6'-0" ROOF SHEATHING PRE-ENGINEERED TRUSS TRUSS BLOCKING @ 2'-0" O.C. TRUSS BLOCKING TO TRANSFER 300 LBS LATERAL FORCE FROM TOP TO BOTTOM SIMPSON A35 @ EACH TRUSS BLOCK SIMPSON H2.5A @ EACH TRUSS BEARING BOUNDARY NAILING DESIGNER:DRAFTER: 505 LINDSAY BOULEVARD IDAHO FALLS, IDAHO 83402 PHONE: (208) 523−6918 / FAX: (208) 523−6922 PROJECT NUMBER: &STRUCTURAL ENGINEERSSG E−MAIL: gs@gsengineers.net COPYRIGHT 2023 CHECKER:JP MA MA 23059 16" O.C. SPACING JOIST SCHEDULE WJ1 MARK JOIST SIZE REMARKSMATERIAL 2x8 NO. 2 DOUG. FIR S101 1ALLOWABLE TRENCHING & UTILITY PLACEMENT DETAIL S101 2ALLOWABLE PENETRATION IN LIGHT FRAMED 2x LUMBER S101 3TRUSS BLOCKING DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I FOUNDATION PERMIT 7/26/2023 CONSTRUTION 8/14/2023 Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 8/ 1 0 / 2 0 2 3 1 1 : 2 1 : 1 0 A M S101 SCHEDULES & TYPICAL DETAILS 08/14/2023 23059 JP 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O REVISION SCHEDULE NAME DATE 8-14-2023 3-#4 CONT. LONGITUDINAL CONCRETE FOOTING SCHEDULE CF3 CF2 MARK CONT. 3'-4"12" 12" 3'-4" 2'-0" LENGTHDEPTHWIDTH 5-#45-#4 - TRANSVERSE REINFORCEMENT ON PLAN DENOTES TOP OF FOOTING (U.O.N.) 3-#4 CONT.CF1 CONT.12"2'-0"#4 @ 24" O.C. DOWELED INTO EXISTING FOUNDATION CF4 9'-0"12"3'-6"13-#46-#4 GENERAL NOTES: 1.For marked description items on Plan see legend on sheet S100. 2.See Architectural Drawings for dimensions not shown. 3.See First Floor Wall Framing Plan for embeds @ top of concrete walls or piers. 4.All horizontal rebar in walls and footings to be drilled and epoxied into existing foundation. Use Simpson AT anchoring system w/ 4 1/4" minimum embedment or equivalent. 5. Provide 1-#4x4'-0" diagonal rebar in concrete slab centered on corner. 6. Slope concrete floor to match existing concrete floor elevation. See Architectural drawings. D' 5'4'3' 1 2 3 4 5 E C D 97'-0"CF2 CW1 100'-0" 97'-0"CF2 CW1 99'-4" ST E P T . O . W . ST E P T . O . W . ST E P T . O . W . ST E P T . O . W . STEP T.O.W. STEP T.O.W. 97'-0"CF2 CW1 99'-4" CW1 97'-0"CF2 100'-0" 97'-0"CF2 CW1 97'-0"CF2 CW1 CW1 97'-0"CF2 97'-0"CF2 CW1 CW1 97'-0"CF2 97'-0"CF2 CW1 97'-0"CF2 CW1 97'-0"CF2 CW1 97'-0"CF2 CW1 97'-0"CF2 CW1 100'-0" 100'-0" 100'-0" 100'-0"100'-0" 100'-0" 99'-4" 100'-0" 100'-0" 97'-0"CF2 CW1 100'-0" 97'-0"CF2 CW1 100'-0" 100'-0"CF2100'-0"CF3100'-0"CF4100'-0"CF3100'-0"CF3100'-0"CF397'-0"CF3100'-0"CF34 S300 ______________________4 S300 ______________________7 S300 ______________________5 S300 ______________________7 S300 ______________________7 S300 ______________________ 7 S300 ______________________ 1 S300 ______________________2 S300 ______________________ 2 S300 ______________________ 2 S300 ______________________ 3 S300 ______________________3 S300 ______________________ 1 S300 ______________________ 1 S300 ______________________ 1 S300 ______________________ 1 S300 ______________________ 1 S300 ______________________ 1 S300 ______________________ 1 S300 ______________________ 100'-0"CS1 6 S300 ______________________ 7 S300 ______________________ 7 S300 ______________________ 100'-0" 100'-0"CF1 SEE GEN. NOTE #4 SEE GEN. NOTE #4 8 1/4" 8 1/4" SEE GEN. NOTE #5 20'-3 1/4"30'-0 1/2"10'-11 1/4"15'-4 1/4" SEE GEN. NOTE #5 CCJ-TYPICAL CC J - TY P I C A L 6'-5 11/16"6'-4" F A B 6 6'-7 3/4"6'-6 3/4"63'-4"19'-11 3/4"2'-2" 98'-8 1/4" 97'-0"CF1 8 1 / 4 " 8 1 / 4 " 8 1/4" 8 1 / 4 " 4' - 0 1 / 2 " 8' - 5 1 / 2 " 19 ' - 5 " 20 ' - 2 1 / 2 " 9' - 0 1 / 2 " 7' - 9 1 / 4 " SEE GEN. NOTE #5 SEE GEN. NOTE #5 DESIGNER:DRAFTER: 505 LINDSAY BOULEVARD IDAHO FALLS, IDAHO 83402 PHONE: (208) 523−6918 / FAX: (208) 523−6922 PROJECT NUMBER: &STRUCTURAL ENGINEERSSG E−MAIL: gs@gsengineers.net COPYRIGHT 2023 CHECKER:JP MA MA 23059 N PLAN NORTH 1/4" = 1'-0" FOUNDATION PLAN DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I FOUNDATION PERMIT 7/26/2023 CONSTRUTION 8/14/2023 Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 8/ 1 0 / 2 0 2 3 1 1 : 2 1 : 1 1 A M S200 FOUNDATION PLAN 08/14/2023 23059 JP 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O REVISION SCHEDULE NAME DATE 8-14-2023 D' 5'4'3' 1 2 3 4 5 E C D SW 1 SW 2 SW 2 SW2 SW 2 SW2 . . . WH1 WH1 WH1 WH1 WH1 WH1 WH1 WH1 WH1 WH1 WH1 WH2 WH2 WH2 WH2 WH2 . . .WC3HD1HD1HD1HD1HD1HD1HD1HD1HD1HD1WC4ABOVE HEADERWC3WC3WC3SW 1 SW 1WC3WC3WH1HD2HD2HD2HD2HD2HD2WC2WC3SW 1 SW 1 SW 1 WH1 WH4WC5ABOVE HEADERWC1WC1WC1WC1WC4WC3ABOVE HEADERHD3HD3SEE GEN NOTE #4 SW3 @ EXISTING CMU WALLHD3HD3HD3HD3MASONRY COLUMNS TO REMAIN TYP. WH3 SEE GEN. NOTE #5 SEE GEN. NOTE #5 WH2 WH2 SEE GEN. NOTE #6 F A B 6 DESIGNER:DRAFTER: 505 LINDSAY BOULEVARD IDAHO FALLS, IDAHO 83402 PHONE: (208) 523−6918 / FAX: (208) 523−6922 PROJECT NUMBER: &STRUCTURAL ENGINEERSSG E−MAIL: gs@gsengineers.net COPYRIGHT 2023 CHECKER:JP MA MA 23059 GENERAL NOTES: 1.For marked description items on Plan see legend on sheet S100. 2.See Architectural Drawings for dimensions not shown. 3.All Penetrations of LVL Wood Beams shall be as per Manufacturer's Recommendations & Details. 4. Replace removed CMU wall with shear wall SW2. Anchor pressure treated plates to existing foundation and existing Masonry Columns full height. 5. Saw cut new opening into existing CMU wall. See section 7/S301 for required lintel reinforcement. 6. Saw cut new opening into existing CMU wall. See section 8/S301 for required lintel reinforcement. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I FOUNDATION PERMIT 7/26/2023 CONSTRUTION 8/14/2023 Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 8/ 1 0 / 2 0 2 3 1 1 : 2 1 : 1 1 A M S201 WALL FRAMING PLAN 08/14/2023 23059 JP 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O N PLAN NORTH 1/4" = 1'-0" FIRST FLOOR WALL FRAMING PLAN REVISION SCHEDULE NAME DATE 8-14-2023 DESIGNER:DRAFTER: 505 LINDSAY BOULEVARD IDAHO FALLS, IDAHO 83402 PHONE: (208) 523−6918 / FAX: (208) 523−6922 PROJECT NUMBER: &STRUCTURAL ENGINEERSSG E−MAIL: gs@gsengineers.net COPYRIGHT 2023 CHECKER:JP MA MA 23059 D' 5'4'3' 1 2 3 4 5 E C D 12 S300 ______________________12 S300 ______________________12 S300 ______________________ 8 S300 ______________________8 S300 ______________________ 9 S300 ______________________ 8 S300 ______________________ 9 S300 ______________________ 9 S300 ______________________ 9 S300 ______________________ 8 S300 ______________________ 8 S300 ______________________ 11 S300 ______________________ 10 S300 ______________________ 11 S300 ______________________10 S300 ______________________11 S300 ______________________ WB2 WB2WB2 WB1 1 S301 ______________________13 S300 ______________________ 24 " P R E -EN G I N E E R E D WO O D T R U S S @ 2 4 " O . C . 24 " P R E -EN G I N E E R E D WO O D T R U S S @ 2 4 " O . C . GIRDER TRUSS GIRDER TRUSS 24 " P R E -EN G I N E E R E D W O O D T R U S S @ 2 4 " O . C . GIRDER TRUSSGIRDER TRUSS GIRDER TRUSS 1 S301 ______________________ SIM.SIM.1 S301 ______________________ SIM. EX I S T I N G G L U L A M A R C H . EX I S T I N G G L U L A M A R C H . EX I S T I N G G L U L A M A R C H . EX I S T I N G G L U L A M A R C H . 14 S300 ______________________ 1 S301 ______________________ 14 S300 ______________________ 1 S301 ______________________2 S301 ______________________ 3 S301 ______________________ 4 S301 ______________________ 5 S301 ______________________ 6 S301 ______________________ SEE GEN. NOTE #4 EXISTING MASONRY PARAPETS TO REMAIN WJ1 F A B 6 GIRDER TRUSS GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS RTU 600 LBS. SEE MECHANICAL DRAWINGS HEAT PUMP 70 LBS. SEE MECHANICAL DRAWINGS RTU 600 LBS. SEE MECHANICAL DRAWINGS ROOF HATCH SEE ARCHITECTURAL DRAWINGS GENERAL NOTES: 1.For marked description items on Plan see legend on sheet S100. 2.See Architectural Drawings for dimensions and roof slopes not shown. 3.All Penetrations of LVL Wood Beams shall be as per Manufacturer's Recommendations & Details. 4.Field verify bearing condition of new beam @ existing wall. With CMU wall anchor new beam to existing CMU wall with Simposn HUC68 hanger with 14-1/4"øx2 3/4" Simpson Titen Turbo screws (Model TNT25234H) and 6-0.162x3 1/3" nails into beam. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I FOUNDATION PERMIT 7/26/2023 CONSTRUTION 8/14/2023 Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 8/ 1 0 / 2 0 2 3 1 1 : 2 1 : 1 2 A M S202 ROOF FRAMING PLAN 08/14/2023 23059 Author 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O N PLAN NORTH 1/4" = 1'-0" ROOF FRAMING PLAN REVISION SCHEDULE NAME DATE 8-14-2023 PRESSURE TREATED SILL PLATE WALL SHEATHING ARCH. VENEER GRADE REINFORCED FOOTING WOOD STUD WALL ANCHOR BOLT W/ 3x3x1/4" PLATE WASHER 11" REINFORCED CONCRETE WALL CONCRETE SLAB ON GRADE 3" C L R . FOUNDATION INSULATION SEE ARCH. 4" 4" 2'-0" 2' -0" 11" REINFORCED CONCRETE WALL REINFORCED FOOTING GRADE #4x CONT. @ OPENING CONCRETE SLAB ON GRADE #4x @ 24" O.C. 3" C L R . FOUNDATION INSULATION SEE ARCH. 3" C L R . CONCRETE SLAB ON GRADE PRESSURE TREATED SILL PLATE REINFORCED FOOTING WOOD STUD WALL WALL SHEATHING FT G . DE P T H FTG. WIDTH 5/8"øx6" SIMPSON TITEN HD ANCHOR BOLT W/ 3x3x1/4" PLATE WASHER CONCRETE SLAB ON GRADE PRESSURE TREATED SILL PLATE REINFORCED FOOTING WOOD STUD WALL WALL SHEATHING 3" C L R . FTG. WIDTH EXISTING MASONRY WALL #4x2'-0" REBAR DOWEL @ 24" O.C. W/ 4" EMBED. EXISTING CONCRETE WALL 5/8"øx6" SIMPSON TITEN HD ANCHOR BOLT W/ 3x3x1/4" PLATE WASHER EXISTING SLAB DESIGNER:DRAFTER: 505 LINDSAY BOULEVARD IDAHO FALLS, IDAHO 83402 PHONE: (208) 523−6918 / FAX: (208) 523−6922 PROJECT NUMBER: &STRUCTURAL ENGINEERSSG E−MAIL: gs@gsengineers.net COPYRIGHT 2023 CHECKER:JP MA MA 23059 DBL. TOP PLATE WALL SHEATHING CONTINUOUS ACROSS JOINT ROOF SHEATHING BOUNDARY NAILING WOOD STUD WALL PRE-ENGINEERED WOOD TRUSS 4-16d NAILS 2x4 DIAGONAL @ 4'-0" O.C. 45 DEGREE MAX ANGLE 2x6 BLOCKING @ 24" O.C. 2x8 BOTTOM PLATE FOR GYPSUM CEILING 2x6 BLOCKING @ EACH BRACE DBL. TOP PLATE 2x6 BLOCKING @ 24" O.C. WALL SHEATHING PER SW1 4-16d NAILS 2x6 @ 16" O.C. WOOD STUD PARAPET FRAMING 2x6 LEDGER W/ 2-16d (BOX OR SINKER) NAILS INTO 2x6 BLOCKING AND 2-0.22∅x4" SIMPSON SDWS SCREWS INTO EACH STUD 2x6 BLOCKING WALL SHEATHING EDGE NAILING INTO 2x6 BLOCKING DBL. TOP PLATE WALL SHEATHING CONTINUOUS ACROSS JOINT ROOF SHEATHING BOUNDARY NAILING WOOD STUD WALL PRE-ENGINEERED WOOD TRUSS SIMPSON H2.5A TRIPLE TOP PLATE WALL SHEATHING PER SW1 2x6 BLOCKING 2x8 BLOCKING 2x4 BLOCKING EDGE NAILING VERTICAL 2x6 @ EACH TRUSS FOR PARAPET PRE-ENGINEERED WOOD TRUSS PRE-ENGINEERED WOOD TRUSS BLOCKING BETWEEN EACH TRUSS SEE SECTION 4/S101 BOUNDARY NAILING ROOF SHEATHING WALL SHEATHING WOOD STUD WALL DBL. TOP PLATE LAP WOOD TRUSS AND CONNECT TOGETHER PER TRUSS MANUFACTURE SIMPSON A35 @ EACH TRUSS PRE-ENGINEERED WOOD TRUSS GRIDER TRUSS PER TRUSS MANUFACTURE BOUNDARY NAILING ROOF SHEATHING HANGER PER TRUSS MANUFACTURE PRE-ENGINEERED WOOD TRUSS GRIDER TRUSS PER TRUSS MANUFACTURE BOUNDARY NAILING ROOF SHEATHING HANGER PER TRUSS MANUFACTURE CONCRETE SLAB ON GRADE REINFORCED FOOTING EXISTING MASONRY WALL EXISTING CONCRETE WALL 3" C L R . FTG. WIDTH EXISTING SLAB #4x 2'-0" REBAR DOWEL @ 24" O.C. W/ 4" EMBED CONCRETE SLAB ON GRADE REINFORCED FOOTING 3" C L R . FTG. WIDTH EXISTING SLAB EXISTING CONCRETE WALL #4x 2'-0" REBAR DOWEL @ 24" O.C. W/ 4" EMBED SIMPSON HU68 WOOD STUD WALL 0.22"øx6" SIMPSON SDWS @ 8" O.C. STAGGERED EXISTING 1x ROOF SHEATHING EXISTING 2x10 @ 16" O.C. EXISTING 1x FURRING STRIPS EXISTING WOOD PLATE ABOVE CMU WALL TO REMAIN 2x6 CONT. FURRING AS REQUIRED TO FLUSH W/ END OF GLULAM NAIL TO WOOD BEAM W/ 16d NAILS @ 6" O.C. STAGGERED SIMPSON MSTC40 ACROSS GLULAM WOOD BEAM WALL SHEATHING PER 0.22"øx6" SIMPSON SDWS @ 16" O.C. EXISTING 8 3/4"x28" GLULAM ARCH BEYOND SIMPSON MSTC40 ACROSS GLULAM 15 S300 ______________________ 2x6 @ 16" O.C. FUR DOWN W/ DBL. BOTTOM PLATE @ BOTTOM OF GLULAM SIMPSON HU68 WOOD STUD WALL 0.22"øx6" SIMPSON SDWS @ 8" O.C. STAGGERED EXISTING 1x ROOF SHEATHING EXISTING 2x10 @ 16" O.C. EXISTING 1x FURRING STRIPS EXISTING WOOD PLATE ABOVE CMU WALL TO REMAIN 2x6 CONT. FURRING AS REQUIRED TO FLUSH W/ END OF GLULAM NAIL TO WOOD BEAM W/ 16d NAILS @ 6" O.C. STAGGERED SIMPSON MSTC40 ACROSS GLULAM WOOD BEAM WALL SHEATHING 0.22"øx6" SIMPSON SDWS @ 16" O.C. EXISTING 8 3/4"x28" GLULAM ARCH BEYOND SIMPSON MSTC40 ACROSS GLULAM 15 S300 ______________________ SIMPSON HU68 EXISTING 1x ROOF SHEATHING EXISTING 1x FURRING STRIPS EXISTING WOOD PLATE ABOVE CMU WALL TO REMAIN EXISTING 8 3/4"x28" GLULAM BEAM BEYOND 2x6 @ 16" O.C. FUR DOWN W/ DBL. BOTTOM PLATE SIMPSON MSTC40 STRAP 2x6 x CONT. FURINGWOOD BEAM EXISTING CMU COLUMN SIMPSON MSTC40 STRAP WALL SHEATHING WOOD STUD WALL DBL. 2x6 BLOCKING OPENING CONCRETE SLAB ON GRADE PRESSURE TREATED SILL PLATE REINFORCED FOOTING WOOD STUD WALL WALL SHEATHING 3" C L R . FTG. WIDTH EXISTING CONCRETE WALL #4x2'-0" REBAR DOWEL @ 24" O.C. W/ 4" EMBED. PRESSURE TREATED SILL PLATE 5/8"øx6" SIMPSON TITEN HD ANCHOR BOLT W/ 3x3x1/4" PLATE WASHER EXISTING SLAB 3/4" = 1'-0"S300 SECTION 1 3/4" = 1'-0"S300 SECTION 2 3/4" = 1'-0"S300 SECTION 3 3/4" = 1'-0"S300 SECTION 4 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I FOUNDATION PERMIT 7/26/2023 CONSTRUTION 8/14/2023 Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 8/ 1 0 / 2 0 2 3 1 1 : 2 1 : 1 3 A M S300 STRUCTURAL SECTIONS 08/14/2023 23059 JP 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 3/4" = 1'-0"S300 SECTION 8 3/4" = 1'-0"S300 SECTION 9 3/4" = 1'-0"S300 SECTION 10 3/4" = 1'-0"S300 SECTION 11 3/4" = 1'-0"S300 SECTION 12 3/4" = 1'-0"S300 SECTION 6 3/4" = 1'-0"S300 SECTION 7 3/4" = 1'-0"S300 SECTION 13 3/4" = 1'-0"S300 SECTION 14 3/4" = 1'-0"S300 SECTION 15 3/4" = 1'-0"S300 SECTION 5 REVISION SCHEDULE NAME DATE 8-14-2023 DESIGNER:DRAFTER: 505 LINDSAY BOULEVARD IDAHO FALLS, IDAHO 83402 PHONE: (208) 523−6918 / FAX: (208) 523−6922 PROJECT NUMBER: &STRUCTURAL ENGINEERSSG E−MAIL: gs@gsengineers.net COPYRIGHT 2023 CHECKER:JP MA MA 23059 EXISTING STRUCTURE - REFERENCED SECTIONS 13/S300 FOR REINFORCEMENT PRE-ENGINEERED WOOD TRUSS BLOCKING BETWEEN EACH TRUSS SEE SECTION 4/S101 ROOF OVERBUILD SEE ARCH. WOOD BEAM PRE-ENGINEERED WOOD TRUSS WALL SHEATHING DBL. TOP PLATE ROOF SHEATHING SIMPSON H2.5A PRE-ENGINEERED WOOD TRUSS WALL SHEATHING WOOD STUD WALL DBL. TOP PLATE ROOF SHEATHING EXISTING STRUCTURE - REFERENCED SECTIONS 14/S300 FOR REINFORCEMENT SIMPSON H2.5A PRE-ENGINEERED WOOD TRUSS BLOCKING BETWEEN EACH TRUSS SEE SECTION 4/S101 ROOF OVERBUILD SEE ARCH. PRE-ENGINEERED WOOD TRUSS WALL SHEATHING DBL. TOP PLATE ROOF SHEATHING SIMPSON H2.5A PRE-ENGINEERED WOOD TRUSS BLOCKING BETWEEN EACH TRUSS SEE SECTION 4/S101 ROOF OVERBUILD SEE ARCH. ROOF SHEATHING WOOD JOIST WOOD BEAM WOOD JOIST ROOF SHEATHINGEXISTING ROOF STRUCTURE ELEVATION VARIES EXISTING MASONRY WALL SIMPSON LUS 15 lb TAR PAPER BETWEEN WALL AND LEDGER 2x8 LEDGER W/ 1/2"øx5" SIMPSON TITEN HD @ 16" O.C. WOOD JOIST ROOF SHEATHING EXISTING MASONRY WALL 15 lb TAR PAPER BETWEEN WALL AND LEDGER 2x8 LEDGER W/ 1/2"øx5" SIMPSON TITEN HD @ 16" O.C. WOOD JOIST ROOF SHEATHING WALL SHEATHING SIMPSON LUS WOOD STUD WALL 2x8 LEDGER W/ 2-16d (BOX OR SINKER) NAILS INTO 2x6 BLOCKING AND 2-0.22"øx4" SIMPSON SDWS SCREWS INTO EACH STUD. DBL. TOP PLATE WALL SHEATHING PER SW1 2x6 BLOCKING EDGE NAILING 2-L6x4x5/16 LLVMASONRY WALL 1/2"ø BOLTS 4" 2" L6x4x5/16 LLV MASONRY WALL 1/2"ø BOLTS EQ EQ EQ 4" 2" INSERT ANGLES INTO SAW CUT AND SHIM OR GROUT TIGHT 9 S301 ______________________ 4" BEARING 2-L6x4x5/16 LLV L6x4x5/16x0'-8" LLV W/ 3/4"x6" SIMPSON TITEN HD ANCHOR INTO GROUTED CMU 1/2"ø BOLTS 9 S301 ______________________ 2'-0"2'-0" Note: 1) Field verify existing ceiling attachment and top of saw cut opening. 2) Field verify grout filled CMU at Simpson HD anchors. MASONRY WALL 2" 4" 1/4 110'-8" V.I.F. 5'-8" (V.I.F.) DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I FOUNDATION PERMIT 7/26/2023 CONSTRUTION 8/14/2023 Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 8/ 1 0 / 2 0 2 3 1 1 : 2 1 : 1 4 A M S301 STRUCTURAL SECTIONS 08/14/2023 23059 JP 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 3/4" = 1'-0"S301 SECTION 2 3/4" = 1'-0"S301 SECTION 1 3/4" = 1'-0"S301 SECTION 3 3/4" = 1'-0"S301 SECTION 4 3/4" = 1'-0"S301 SECTION 5 3/4" = 1'-0"S301 SECTION 6 3/4" = 1'-0"S301 SECTION 9 3/4" = 1'-0"S301 SECTION 7 3/4" = 1'-0"S301 SECTION 8 REVISION SCHEDULE NAME DATE 8-14-2023 A' B' C' D' 5'4'3'2'1' C4 C4 D7 D2 D2 E100 (E) MEDICAL & DENTAL VESTIBULE E112 (E) EXAM E103 (E) TOILET E104 (E) TOILET E130 (E) LAB E131 (E) OPERATORY E113 (E) EXAM E114 (E) EXAM E116 (E) EXAM E117 (E) EXAM E118 (E) EXAM E120 (E) XRAY E125 (E) MEDICAL STORAGE E140 (E) IT E139 (E) STORAGE E138 (E) CORRIDOR E129 (E) CORRIDOR E127 (E) DENTAL WAITING E128 (E) DENTAL RECEPTION E132 (E) OPERATORY E133 (E) OPERATORY E134 (E) OPERATORY E135 (E) OPERATORY E136 (E) OPERATORY E137 (E) OPERATORY E142 (E) MECH. E141 (E) STORAGE E143 (E) CORRIDOR E126 (E) ELEC E164 (E) PLAY THERAPY E145 (E) OFFICE E144 (E) OFFICE E165 (E) THERAPY RECEPTION E168 (E) THERAPY VESTIBULE E166 (E) THERAPY WAITING E152 (E) CORRIDOR E162 (E) TOILET E146 (E) MECH/ELEC E167 (E) TOILET E163 (E) OFFICE E161 (E) OFFICE E159 (E) OFFICE E160 (E) OFFICE E147 (E) OFFICE E148 (E) OFFICE E158 (E) OFFICE E157 (E) OFFICE E156 (E) OFFICE E149 (E) OFFICE E150 (E) CORRIDOR E155 (E) OFFICE E154 (E) TOILET E151 (E) CONFERENCE E153 (E) BREAKROOM E111 (E) PROCEDURE E121 (E) LAB E122 (E) LAB STORAGE E123 (E) TOILET E119 (E) CORRIDORD1 F2 D1 D2 F2F1 C2 D5 3' - 0" D5 14' - 9 3/4"5' - 0"3' - 4"11' - 7 3/4" F2 4' - 11 1/2" D5D5D5 D1 F2 F2 F2 C2 D6 D1 E1 E1 E1 D6 C4 D1 F1 D6 C4 D1 F1 D6 ALTERNATE #1:REMOVE EXISTING STACKED STONE VENEER FINISH. PROVIDE MORTARED STONE VENEER AS SCHEDULED. ALTERNATE #1:REMOVE EXISTING STACKED STONE VENEER FINISH. PROVIDE MORTARED STONE VENEER AS SCHEDULED. D2D5 F1 D6 D7 F1 D7 REMOVE EXISTING FIREPLACE STONE VENEER FINISH. PROVIDE FINISH AS SCHEDULED D9 F3 H1 H1 H1 H1 H1 D3 D3 CONTRACT LIMIT LINE EXISTING DOOR PARTITIONS, DOORS AND ITEMS TO BE REMOVED EXISTING PARTITION MATCHLINE AREA NOT IN CONTRACT (NIC) SCOPE LIMIT LINE ALTERNATE WORK SCOPE AS INDICATED 1/8" = 1'-0"A1 FIRST FLOOR DEMOLITION PLAN DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 2 : 3 1 A M AD101 FIRST FLOOR DEMOLITION PLAN 08/14/2023 23041 KAS, RPS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1 THIS DEMOLITION DRAWING INDICATES MAJOR ARCHITECTURAL ITEMS FOR REMOVAL, PATCH, AND REPAIR. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND SHALL COORDINATE AND EXECUTE FULL SCOPE OF REMOVALS AS REQUIRED TO EXECUTE SCHEDULED WORK. 2 IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB AND IMMEDIATELY NOTIFY THE ARCHITECT. 3 PROTECT/ MAINTAIN ALL EXISTING FIRE PROTECTION AND FIRE RESISTANCE RATED CONSTRUCTION. WHERE DEMOLITION OR SCHEDULED WORK DISTURBS FIRE PROTECTION, THE CONTRACTOR SHALL MAKE REPAIRS NECESSRY TO MAINTAIN REQUIRED RATING. 4 CONTRACTOR SHALL, AT ALL TIMES, PRESERVE THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION AND MAINTAIN WEATHER-TIGHTNESS OF THE EXISTING ENVELOPE. 5 THE CONTRACTOR SHALL PROVIDE TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY THE OWNER SHALL BECOME THE CONTRACTOR’S RESPONSIBILITY TO DISPOSE OF PROPERLY. 6 REFER TO DRAWING OF OTHER TRADES FOR CONSTRUCTION REQUIRING SELECTIVE REMOVALS OF EXISTING CONSTRUCTION. CONTRACTOR SHALL CUT AND PATCH, OR REMOVE AND REINSTALL, EXISTING CONSTRUCTION AS REQUIRED FOR INSTALLATION OF ALL SCHEDULED WORK. 7 THE SCOPE OF ALL DEMOLITION WORK INCLUDES THE PATCHING AND PREPARATION OF THE REMAINING SURFACES TO MATCH THE EXISTING ADJACENT SURFACE MATERIAL AND FINISH OR THE PREPARATION OF THE SURFACE TO RECEIVE THE SCHEDULED WORK. 8 ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. 9 SAWCUT EXISTING SLABS ON GRADE AS REQUIRED TO ACCOMMODATE SCHEDULED WORK OF ALL TRADES. PATCH AND REPAIR SLABS TO MATCH EXISTING AND PREPAIR TO RECEIVE SCHEDULED FINISH. INFILL TO MATCH EXISTING ADJACENT CONSTRUCTION AND DOWEL INTO EXISTING 4’-0” OC UNLESS OTHERWISE NOTED. 10 EXISTING CONCRETE SLABS SHALL BE PREPARED TO RECEIVE SCHEDULED WORK BY GRINDING, SCRAPING, FILLING, AND PATCHING. AT UNEVEN AREAS AND DEPRESSIONS PROVIDE PATCHING AND/OR LEVELING AS REQUIRED TO CREATE A FLAT AND LEVEL BASE CONDITION THAT IS SUITABLE FOR SCHEDULED CONSTRUCTION AND FINISHES. 11 RECYCLE ALL WOOD, GLASS, METAL, AND GYPSUM BOARD. ALL MASONRY TO BE USED AS CLEAN FILL OFF SITE. C1 REMOVE ACOUSTICAL PANEL CEILING AND SUSPENSION SYSTEM BACK TO EXPOSED STRUCTURE ABOVE. C2 REMOVE GYPSUM BOARD CEILING SYSTEM BACK TO EXPOSED STRUCTURE ABOVE. C4 REMOVE CEILING SYSTEMS AND SOFFITS, INCLUDING BUT NOT LIMITED TO BATT INSULATION, LIGHTING, ELECTRICAL AND HVAC EQUIPMENT. SAVE LIGHTING FOR REINSTALLATION. D1 REMOVE WALL ASSEMBLY IN ITS ENTIRETY (TYPICAL ALL WALLS SHOWN AS DASHED ON PLAN) D2 REMOVE DOOR AND FRAME. D3 REMOVE GYPSUM BOARD AT EXISTING WALL AS REQUIRED TO ACCOMODATE UTILITY WORK D4 REMOVE EXTERIOR WALL SYSTEMS INCLUDING DOORS, WINDOWS AND ACCESSORIES. D5 CUT OPENING IN WALL ASSEMBLY AS REQUIRED TO ACCOMMODATE SCHEDULED WORK. PROVIDE LINTEL AS REQUIRED. D6 REMOVE CASEWORK. D7 REMOVE COUNTERTOPS, SHELVING AND CABINETRY. SALVAGE AND REFINISH FOR LATER REINSTALLATION. D8 NOT USED D9 REMOVE WALL TILE, GROUT, AND ANY SUBSTRATE DOWN TO EXISTING STRUCTURE. PROVIDE NEW SUBSTRATE AS REQUIRED FOR SCHEDULED WORK. E1 REMOVE EXTERIOR WALL FINISHES DOWN TO EXISTING SUBSTRATE WALL MATERIALS. F1 REMOVE VINYL FLOORING, MASTIC, AND WALL BASE. F2 REMOVE CARPET AND WALL BASE. F3 REMOVE TILE FLOORING AND GROUT DOWN TO EXISTING CONCRETE. F4 REMOVE VINYL FLOORING AND WALL BASE TO ACCOMMODATE SCHEDULED WORK H1 COORDINATE DEMOLTION AS REQUIRED TO ACCOMODATE HVAC, ELECTRICAL AND/OR PLUMBING WORK AS SCHEDULED IN EXISTING SPACES GENERAL DEMOLITION NOTES DEMOLITION LEGEND KEY PLAN KEYED DEMOLITION NOTESA1 0'2'4'8'16' REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 3 3B 4 4A 4B 4C FS -1 FWS 1 RS -1 EWS 1 EWS 2 EWS 3 EWS 3 EWS_ 1 1A 1B 2 2A 5 5A 101 ROOM NAME A101 1 1 A101 1 DETAIL ENLARGEMENT WALL SECTION BUILDING SECTION DETAIL SECTION 1 DOOR & INTERIOR WINDOW TAG WALL TAG ROOM IDENTIFICATION EXTERIOR WINDOW & LOUVER TAG EXISTING DOOR DOOR FULL HEIGHT PARTITION PARTIAL HEIGHT PARTITION KEYED NOTE FLOOR ELEVATION 1001 1 REVISION CLOUD & TAG PLAN ELEVATION50'-6" WORKING POINTWP DIMENSION TO THE FACE OF FRAMING AT NEW CONSTRUCTION, TYP. DIMENSION TO THE FACE OF FINISH AT EXISTING CONSTRUCTION DIMENSION TO THE FACE OF FINISH 1 EXISTING PARTITION 1 A101 1 A101 NAME ELEVATION AAP AREA ALARM PANEL ACP ACOUSTICAL CEILING PANEL AFF ABOVE FINISH FLOOR CI CONTINUOUS INSULATION CL CENTERLINE CLL CONTRACT LIMIT LINE CLR CLEAR ETR EXISTING TO REMAIN EJ EXPANSION JOINT FEC FIRE EXTINGUISHER CABINET GA GAUGE HR HOUR MAX MAXIMUM MIN MINIMUM MIR MIRRORED ARCHITECTURAL SYMBOLS NIC NOT IN CONTRACT NPS NOMINAL PIPE SIZE NR NOT REQUIRED OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OPP OPPOSITE RD ROOF DRAIN SF SQUARE FOOT SIM SIMILAR SQ IN SQUARE INCHES TYP TYPICAL UON UNLESS OTHERWISE NOTED ZVB ZONE VALVE BOX ABBREVIATIONS CONTRACT LIMIT LINE MATCHLINE AREA NOT IN CONTRACT (NIC) ALTERNATE WORK SCOPE AS INDICATED 1 A101 GLAZING ELEVATION A101 A1 Ref SF1 A1 Re f SF 1 A1 Ref SF1 A1 Re f SF 1 A101 A1 Ref A1 Re f A1 Ref A1 Re f A101 A1 Ref A1 Re f A1 Ref A1 Re f INTERIOR ELEVATION EXTERIOR ELEVATION • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U309 -1 HR • ACOUSTICAL PERFORMANCE -STC 40 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED 5/8"VARIES 5/8" CEILING PLANE, SEE REFLECTED CEILING PLANS SEALANT, BOTH SIDES, ENTIRE PERIMETER UNDERSIDE OF DECK, UON SEALANT, BOTH SIDES, ENTIRE PERIMETER WALL BASE, SEE FINISH SCHEDULE GYPSUM BOARD GYPSUM BOARD WOOD FRAMING @ 16" OC FIRE RESISTIVE JOINT SYSTEM REQUIRED AT RATED WALLS 5-1/2" WOOD STUD • EXTEND TO UNDERSIDE OF DECK • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED VARIES 5/8" CEILING PLANE, SEE REFLECTED CEILING PLANS SEALANT, BOTH SIDES, ENTIRE PERIMETER UNDERSIDE OF DECK, UON SOUND ATTENUATION BLANKET SEALANT, ENTIRE PERIMETER WALL BASE, SEE FINISH SCHEDULE WOOD FRAMING @ 16" OC GYPSUM BOARD ADD ONE LAYER 7/16" APA SHEATHING AT STUDS FOR SHEAR WALL (SEE STRUCTURAL) 5-1/2" WOOD STUDS PLYWOOD SHEATHING (AT SHEAR WALLS ONLY) 3-1/2" WOOD STUDS UNDISTURBED EARTH CONCRETE SLAB REFER TO FINISH PLANS FOR FLOOR FINISH VAPOR RETARDER REFER TO STRUCTURAL DRAWINGS FOR FLOOR SYSTEM STRUCTURAL FILL 4" 6" 3"11" POLYSTYRENE BOARD INSULATION GR A D E 24 " B E L O W PROVIDEDREQUIREDR-VALUE 2018-IECC C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS -CLIMATE ZONE 6 - UNHEATED SLAB CAVITY CONTINUOUS 11.4ci TO 24"10ci TO 24" NANA CHAMFER EDGE OF INSULATION AS SHOWN CONCRETE FOUNDATION WALL, SEE STRUCTURAL DRAWINGS PROVIDEDREQUIREDR-VALUE CONTINUOUS 3930ci TOTAL 3930ci 2018-IECC C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS -CLIMATE ZONE 6 - INSULATION ENTIRELY ABOVE ROOF DECK FULLY ADHERED MEMBRANE ROOFING COVER BOARD POLYISOCYANURATE BOARD INSULATION VAPOR RETARDER "APA" RATED ROOF SHEATHING SLOPE 1/4 PER LF MINIMUM WOODEN JOIST, SEE STRUCTURAL 6" 3/ 4 " BATT INSULATION BETWEEN JOISTS GYPSUM BOARD PLYWOOD SHEATHING HIGH-DENSITY GLASS-FIBER BLANKET INSULATION 3/4" 5 1/2" 1/2" 2" 1" CONTINUOUS VAPOR PERMEABLE AIR BARRIER 2X6 WOOD STUDS @ 16" OC POLYISOCYANURATE BOARD INSULATION 1/4" SCRATCH COAT 1/2" BROWN COAT FINISH COAT PROVIDEDREQUIREDR-VALUE CAVITY CONTINUOUS 13ci7.5ci 1313 TOTAL 2620.5 2018-IECC C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS -CLIMATE ZONE 6 -WOOD FRAMED WALL -OTHER THAN RESIDENTIAL GYPSUM BOARD POLYISOCYANURATE BOARD INSULATION PLYWOOD SHEATHING HIGH-DENSITY GLASS-FIBER BLANKET INSULATION 5/8"5 1/2" 1/2" 2" 1/2" 3/4" CONTINUOUS VAPOR PERMEABLE AIR BARRIER PROVIDEDREQUIREDR-VALUE 2020-IECC C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS -CLIMATE ZONE 6 -WOOD FRAMED WALL -OTHER THAN RESIDENTIAL CAVITY CONTINUOUS 13ci7.5ci 1313 TOTAL 2620.5 CEMENT BACKER BOARD WATERPROOF MEMBRANE CEMENTITIOUS BOND COAT TILE 2018-IECC C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS -CLIMATE ZONE 6 -WOOD FRAMED WALL -OTHER THAN RESIDENTIAL 2x6 WOOD STUDS @ 16"OC STONE VENEER AND WATER TABLE 5/8"5 1/2" 1/2" 2"VARIES PROVIDEDREQUIREDR-VALUE 2018-IECC C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS -CLIMATE ZONE 6 -WOOD FRAMED WALL OTHER THAN RESIDENTIAL CAVITY CONTINUOUS 13ci7.5ci 1313 TOTAL 2620.5 CULTURED VENEER STONE CEMENT BACKER BOARD DRAINAGE LATH MORTAR (SEE EWS 1 & 2 FOR COMPONENTS) 2" 1/2" BREAK METAL FLASHING STARTER STRIP STONE WATERTABLE • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U419 -1 HR • ACOUSTICAL PERFORMANCE -STC 40 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED 5/8"VARIES 5/8" CEILING PLANE, SEE REFLECTED CEILING PLANS SEALANT, BOTH SIDES, ENTIRE PERIMETER UNDERSIDE OF DECK, UON GYPSUM BOARD SOUND ATTENUATION BLANKET GYPSUM BOARD SEALANT, BOTH SIDES, ENTIRE PERIMETER METAL STUDS @ 16" OC WALL BASE, SEE FINISH SCHEDULE FIRE RESISTIVE JOINT SYSTEM REQUIRED AT RATED WALLS 3-5/8" METAL STUD 6" METAL STUD CEILING PLANE, SEE REFLECTED CEILING PLANS (2) 5/8"VARIES (2) 5/8" • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U419 -2 HR • ACOUSTICAL PERFORMANCE -STC 50 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED SEALANT, BOTH SIDES, ENTIRE PERIMETER UNDERSIDE OF DECK, UON GYPSUM BOARD SOUND ATTENUATION BLANKET METAL STUDS @ 16" OC GYPSUM BOARD WALL BASE, SEE FINISH SCHEDULE SEALANT, BOTH SIDES, ENTIRE PERIMETER FIRE RESISTIVE JOINT SYSTEM REQUIRED AT RATED WALLS 3-5/8" METAL STUD • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U301 -2 HR • ACOUSTICAL PERFORMANCE -STC 45 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED CEILING PLANE, SEE REFLECTED CEILING PLANS SEALANT, BOTH SIDES, ENTIRE PERIMETER UNDERSIDE OF DECK, UON SOUND ATTENUATION BLANKET SEALANT, BOTH SIDES, ENTIRE PERIMETER WALL BASE, SEE FINISH SCHEDULE (2) 5/8"VARIES (2) 5/8" GYPSUM BOARD GYPSUM BOARD WOOD FRAMING @ 16" OC FIRE RESISTIVE JOINT SYSTEM REQUIRED AT RATED WALLS 3-1/2" WOOD STUD DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 2 : 3 4 A M A001 BUILDING SYSTEMS 08/14/2023 23041 RPS, BRB 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1 ALL WORK IS NEW UNLESS NOTED AS EXISTING. 2 ANY DISCREPANCY CONTAINED WITHIN ANY OF THE DOCUMENTS SHALL BE UNDERSTOOD TO MEAN THAT THE GREATER QUANTITY AND OR THE BETTER QUALITY SHALL BE PROVIDED IN THE FAVOR OF THE OWNER. 3 REFER TO CODE CONFORMANCE DRAWINGS FOR REQUIRED FIRE RATED CONSTRUCTION. 4 CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY SUSPECTED EXISTING NON-CONFORMANCE OF WALLS THAT ARE IDENTIFIED AS EXISTING FIRE RATED CONSTRUCTION ON THE CODE CONFORMANCE PLAN. 5 PROTECT/MAINTAIN ALL EXISTING FIRE PROTECTION AND FIRE RESISTANCE RATED CONSTRUCTION. WHERE SCHEDULED WORK DISTURBS FIRE PROTECTION, THE CONTRACTOR SHALL MAKE REPAIRS NECESSARY TO MAINTAIN REQUIRED RATING. WHERE ANY CONSTRUCTION ACTIVITY DISRUPTS ANY ACTIVE LIFE SAFETY SYSTEMS, THESE MUST BE COORDINATED AT A TIME OF MINIMUM DISRUPTION TO THE OWNER AND WITH AT LEAST FOURTEEN (14) DAYS NOTICE. 6 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD (EXISTING AND SCHEDULED CONSTRUCTION) AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 7 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. 8 NOTES ON ONE DETAIL OR DRAWING APPLY TO ALL SIMILAR DETAILS AND DRAWINGS. 9 DIMENSIONS NOTED "EQ" ARE EQUAL TO EACH OTHER ONLY IF THEY ARE ON THE SAME DIMENSION STRING AND IN THE SAME ROW. 10 ROOM NUMBERING IS FOR CONSTRUCTION PURPOSES ONLY, ACTUAL ROOM NUMBERING TO BE COORDINATED WITH THE OWNER PRIOR TO ANY SCHEDULING OR LABELING. ALL EQUIPMENT LABELING AND SCHEDULING SHALL BE FORMATTED AS DIRECTED BY OWNER. 11 ANY PORTION OF THE PROJECT WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY SHALL BE REPAIRED. 12 MAINTAIN MEANS OF EGRESS, KEEPING IT FULLY SEPARATED FROM CONSTRUCTION AREA AT ALL TIMES WITH A 1-HOUR FIRE RESISTANT RATED BARRIER (UL DESIGN ?309) 13 PROVIDE A FRAMED, DUST PROOF BARRIER TO SEPARATE CONSTRUCTION AREA FROM THE REST OF THE FACILITY AT ALL TIMES. PROVIDE TEMPORARY FILTERS, AND/OR NEGATIVE AIR, AS REQUIRED TO PREVENT THE SPREAD OF DUST, FUMES, AND ODORS THROUGHOUT THE BUILDING. UPON COMPLETION OF THE WORK, REMOVE AND REPAIR ANY DAMAGE CAUSED BY THE UNSTALLATION/PRESENCE OF THE TEMPORARY BARRIER TO A NEW-LIKE CONDITION. GENERAL NOTES EXTERIOR BUILDING SYSTEMS INTERIOR BUILDING SYSTEMS 1 1/2" = 1'-0"A5 INTERIOR WALL SYSTEM 3 - WOOD 1 1/2" = 1'-0"A4 INTERIOR WALL SYSTEM 4 - WOOD 1 1/2" = 1'-0"G4 FLOOR SYSTEM 1 (FS-1) 1 1/2" = 1'-0"G8 FWS 1 - CONCRETE FOUNDATION UNHEATED SLAB 1 1/2" = 1'-0"G1 ROOF SYSTEM RS-1 - EPDM WITH BATT/RIGID INSULATION & PLYWOOD DECK 1 1/2" = 1'-0"D9 EWS 1 - WOOD STUD WITH EIFS 1 1/2" = 1'-0"D6 EWS 2 - WOOD STUD WITH WALL TILE 1 1/2" = 1'-0"D3 EWS 3 - WOOD STUD WITH STONE VENEER 1 1/2" = 1'-0"A9 INTERIOR WALL SYSTEM 1 - METAL 1 1/2" = 1'-0"A7 INTERIOR WALL SYSTEM 2 - METAL 1 1/2" = 1'-0"A2 INTERIOR WALL SYSTEM 5 - WOOD REVIEW COMMENT 9/22/2023 REVIEW COMMENT 9/22/2023REVIEW COMMENT 9/22/2023 REVIEW COMMENT 9/22/2023 REVIEW COMMENT 9/22/2023 REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 REVIEW COMMENT 9/22/2023 WH A201E1 A201 G1 A201 C1 A201 A1 A' B' C' D' 5'4'3'2'1' 69 ' - 9 " 13 ' - 7 " 19 ' - 5 " 10 2 ' - 9 " 20' - 4"32' - 4"23' - 9"68' - 3" 110 EXAM 109 PEDS EXAM108 WOMEN'S EXAM 111 EXAM 112 EXAM 118 OFFICE 119 OFFICE 120 OFFICE 121 OFFICE 122 OFFICE 116 STAFF TOILET 106 PROCEDURE 102 ALCOVE 125 PHARMACY WAITING 124 PHARMACY 105 LAB 117A IT/DATA 104 NURSE 101 CHECK-IN / OUT 103A PATIENT CORRIDOR 103B PROVIDER CORRIDOR 126 PHARMACY VESTIBULE E1 A301 E1 A301 123 MEDICAL STORAGE 113 EXAM 124A PHARMACY STORAGE 114 EXAM115 BREAK ROOM H1 A301 H1 A301 107 TOILET 117 CORRIDOR DOWELED SLAB JOINT TYPICAL, SEE STRUCTURAL A252 A1 100 MEDICAL WAITING E143B CORRIDOR E143A CORRIDOR 144' - 7" 103 MEDICAL CORRIDOR DN DN DN EQ EQ CLR 5' - 0" E100 (E) MEDICAL & DENTAL VESTIBULE E104 (E) TOILET E103 (E) TOILET E127 (E) DENTAL WAITING E128 (E) DENTAL RECEPTION E129 (E) CORRIDOR E130 (E) LAB E132 (E) OPERATORY E131 (E) OPERATORY E133 (E) OPERATORY E134 (E) OPERATORY E135 (E) OPERATORY E138 (E) CORRIDOR E136 (E) OPERATORY E137 (E) OPERATORY E139 (E) STORAGE E140 (E) IT E141 (E) STORAGE E142 (E) MECH. E112 (E) EXAM E113 (E) EXAM E114 (E) EXAM E115 (E) CORR. E116 (E) EXAM E117 (E) EXAM E118 (E) EXAM E111 (E) PROCEDURE E119 (E) CORRIDOR E120 (E) XRAY E125 (E) MEDICAL STORAGE E122 (E) LAB STORAGE E121 (E) LAB E123 (E) TOILET E126 (E) ELEC E143 (E) CORRIDOR E144 (E) OFFICE E168 (E) THERAPY VESTIBULE E166 (E) THERAPY WAITING E167 (E) TOILET E163 (E) OFFICE E164 (E) PLAY THERAPY E165 (E) THERAPY RECEPTION E145 (E) OFFICE E146 (E) MECH/ELEC E162 (E) TOILET E152 (E) CORRIDOR E161 (E) OFFICE E159 (E) OFFICE E157 (E) OFFICE E155 (E) OFFICE E154 (E) TOILET E160 (E) OFFICE E147 (E) OFFICE E148 (E) OFFICE E158 (E) OFFICE E156 (E) OFFICE E149 (E) OFFICE E150 (E) CORRIDOR E151 (E) CONFERENCE E153 (E) BREAKROOM 1 2 3 4 5 FF AA BB DD EE 10' - 4"10' - 2"10' - 2"10' - 2"10' - 2"12' - 4" A5 A9 A251 C9 A1 98' - 8 1/4" A252C4 C6 CLR 6' - 0" 106A SOILED & EQUIPMENT 12 ' - 8 " 6' - 4 3 / 4 " 12 ' - 1 0 1 / 2 " 12 ' - 5 1 / 2 " 4' - 8 " 7' - 7 1 / 2 " 11 ' - 7 3 / 4 " A253 C1 A253 C4 C7 A1 C9 12' - 10"9' - 11 3/4"10' - 0"8' - 4 3/4"10' - 1"9' - 11 1/2"22' - 0 3/4" A251 C3 C5 7' - 9 1/2"5' - 11 1/4"5' - 0"6' - 4 3/4"6' - 8" 2' - 3 3/4" 8' - 10 1/2" EWS2 EWS3 EWS3 EWS3 EWS3 EWS3 EWS3 EWS3 EWS2 1A1A 1A1A 1A1A 1A1A 1B 1A 2A 1A 4A 4A4A 1A1A 1A1A 1A 1A1A 1A1A1A 3B 1A1A 1A1A 4A 1A 4A 3B 4A4A 5A 5A5A 5A 5A 5A 5A 1A 1A 1A 4A 4A 1A1A A251 F9 F7 F11 3B A251 D8 C1 D10 A251 D3 D5 117C 105A 117A A 117A 100A 143B A 143B B 143A 5A 126B 126A 123A122A121A120A119A118A 115A 108A 103B A 103B B 117B 110A 112A 106A A 113114A A253H6 H1 H2 H4 6' - 6 3/4"5' - 3"7' - 7"7' - 5 1/4" A251A9 A6 A253 A5A7 CLR 7' - 0" 4A 4A 3B 3B A3 A251 H3 A251 F4 F6 D1 H5 A252E9 A252 E1 A252 G5 106A 6 CC 3' - 0 5 / 8 " 1B 3B 1A 2A 11' - 10 1/2"6' - 7 3/4"6' - 6 3/4"3' - 4 3/4"4' - 0"6' - 2"4' - 0"6' - 2"4' - 0"6' - 2"4' - 0"6' - 2"4' - 0"7' - 3"4' - 0"4' - 5 1/2"5' - 11"9' - 2"4' - 11"2' - 2" W2W2W2W2W2W2 W1 W1 W1 W1 W3 W2 W2 W2 5' - 3 " 6' - 0 " 2' - 9 " 9' - 5 1 / 2 " 6' - 1 0 " 9' - 2 " 3' - 9 " 9' - 2 " 3' - 9 " 9' - 2 " 6' - 3 " 4' - 0 1 / 2 " 7' - 1 0 " 7' - 1 0 " 4' - 0 " 11 ' - 0 " 4' - 0 " 11 ' - 0 " 4' - 0 " 6' - 1 0 " 12 ' - 6 " H11 101A12' - 3"8' - 10"6' - 4"3' - 0 1/2" C11 1A 4' - 3 " 7' - 7 " 7' - 4" 5' - 6 " 6' - 2 1/4" 8' - 10" 116A 124A 124A A 124B 107A 111A 1A 125B 125A E4 1A G1 CL R 8' - 0 " E1 A551 C7 E6 H1 1A6' - 0 " BL1 61 ' - 2 " ROOF ACCESS LADDER 3B 4B4B 100' -0" 96' -6" CLR 4' - 0" 5' - 9 3 / 4 " 9' - 2 1 / 2 " 12 ' - 1 0 1 / 2 " 3' - 1 1 3 / 4 " 9' - 5 " 16 ' - 1 0 " 3B A252 C9 MH C1 A7 G9 F1 FEC CL R 5' - 0 " 1A FE C FE C 4B FEC 3' - 4" MIN TY P 12 " M I N TY P 1' - 6 " M I N TYP 1' - 3" MIN 4" T Y P 1' - 3 " 109A BOTTLE FILLER ALIGN BOTTLE FILLER CLR 3' - 0" 3' - 4" MIN 1A 1A 1A 8' - 6 1 / 4 " 6' - 1 1 / 4 " 8' - 7 " CR CR CR 7' - 8 1 / 2 " 2' - 4 " 1A 5' - 7 1 / 2 " MH H9 REPLACE FIRE PLACE VENEER STONE TO MATCH WORK AT NURSE STATION REINSTALL SALVAGED SHELVING COORDINATE CONNECTIONS FOR WASHER & DRYER AS REQUIRED, SEE PLUMBING DRAWINGS ELEC ELEC ELEC 105B 6' - 7 3/4"6' - 6 3/4"63' - 4"19' - 11 3/4"2' - 2" 4' - 0 1 / 2 " 8' - 5 1 / 2 " 19 ' - 5 " 20 ' - 2 1 / 2 " 9' - 0 1 / 2 " ALTERNATE #1:REMOVE EXISTING STACKED STONE VENEER FINISH. PROVIDE MORTARED STONE VENEER AS SCHEDULED. ALTERNATE #1:REMOVE EXISTING STACKED STONE VENEER FINISH. PROVIDE MORTARED STONE VENEER AS SCHEDULED. 125B CONSULT TYP 3". 9' - 0" CUH 1 3' - 0 " M I N A251 F3 A252E12 CRCR CR CR CR CR NOTE: GRIDLINES ARE CENTER OF STRUCTURAL STUD, TYPICAL 2' - 0" 1' - 0 " EL E C FD EL E C E1 A551 SIM D6 FE(E) FE(E) FE C ( E ) FE C ( E ) FE(E) FE C ( E ) FE C REINSTALL SALVAGED CASEWORK ELEC ELEC E1 A551 SIM E7 A551 G1 A551 E4 A551 F3 F2CR MH VIF -G103H8 G103 F8 G103 D8 FEC FIRE EXTINGUISH CABINET/BRACKET INT AUTOMATIC DOOR OPERATOR PUSH PLATE CR PP INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR CUH CABINET UNIT HEATER ELECELECTRIC PANEL 1/8" = 1'-0"A1 FIRST FLOOR PLAN DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 2 : 3 7 A M A101 FIRST FLOOR PLAN 08/14/2023 23041 KAS, RPS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT WOOD BLOCKING AT ALL FLOOR, WALL, AND CEILING MOUNTED EQUIPMENT, MILLWORK, AND ACCESSORIES PROVIDED UNDER THIS CONTRACT AND EQUIPMENT TO BE PROVIDED BY THE OWNER. 2 CONTRACTOR SHALL PROVIDE BRACING WHERE REQUIRED TO SUPPORT OR STABILIZE ALL NON-STRUCTURAL FRAMING. 3 PROVIDE ACCESS PANELS IN WALLS AND CEILINGS AS REQUIRED TO OBTAIN CONVENIENT MAINTENANCE ACCESS TO ALL VALVES, DAMPERS, CONCEALED JUNCTION BOXES, AND OTHER EQUIPMENT REQUIRING ADJUSTMENT, SERVICE, OR MAINTENANCE. PROVIDE PROPOSED LOCATION AND SIZE OF ALL ACCESS PANELS FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO INSTALLATION. 4 PROVIDE EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 7 PROVIDE 15 MINUTE THERMAL BARRIER INTUMESCENT COATING TO ALL SPRAY-APPLIED FOAM INSULATION EXPOSED TO THE BUILDING'S INTERIOR AS REQUIRED BY BCNYS SECTION 2603.4. GENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 1 PROVIDE STUD WIDTH AND NUMBER AND THICKNESS OF GYPSUM BOARD SHEETS TO EQUAL EXISTING WALL THICKNESS. PROVIDE FIRE AND SMOKE RATINGS TO MATCH EXISTING AND AS REQUIRED BY CODE CONFORMANCE DRAWINGS. 0'2'4'8'16' REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 SNOW GUARDS EXHAUST FAN ROOF HATCH ROOF DRAIN/ OVERFLOW DRAIN ROOF VENTV + x"DEPTH OF ROOF INSULATION EF ROOF TOP UNITRTU ROOF CONDENSING UNITRCU AIR COOLED CONDENSING UNITACCU ROOF WALKWAY PAD DUCTLESS SPLIT CONDENSING UNITDSCU AREA OF TAPERED ROOF INSULATION RD (OD) A' B' C' D' 5'4'3'2'1' 1 2 3 4 5 F A B D E 6 C 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " EXISTING ROOF TO REMAINEXISTING ROOF TO REMAIN EX I S T I N G S L O P E D RO O F T O R E M A I N RD RD HP HPHP RD HP HPHP +6" SL O P E D S T R U C T U R E SL O P E D S T R U C T U R E +6"CRICKET30"X30" ROOF HATCHCRICKETD10 A501 D6 A501 A6 A501 A10 A501 113' -1"118' -5" 115' -9" RTU EXHAUST UNIT TYP OD OD OD RD OD NATURAL GAS PIPING, SEE MECHANICAL DRAWINGS HP TAPERED ROOF INSULATION OVER EXISTING BASE LAYER, PATCH INTO EXISTING MEMBRANE HP V V 1' - 0 " D1 A561 RTU F10 A501 F10 A501 TYP H10 A501 H10 A501 H10 A501 REVIEW COMMENT 9/22/2023 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 2 : 3 8 A M A105 ROOF PLAN 08/14/2023 23041 KAS, RPS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1 CONTRACTOR TO PROVIDE CRICKETS AROUND ALL ROOF CURBS AND EQUIPMENT TAPERED AT A MINIMUM OF 1/4" PER FOOT TO ASSURE THE POSITIVE FLOW OF WATER. THIS NOTE APPLIES TO ALL ROOF CURBS AND ALL EQUIPMENT CONSTRUCTED ON BOTH NEW AND EXISTING ROOFS. CRICKET ROOF SYSTEM TO MATCH THE CONSTRUCTION OF THE ADJACENT ROOF. GENERAL ROOF NOTES ROOF LEGEND KEY PLAN 0'1'2'4'8'1/8" = 1'-0"A1 ROOF PLAN KEYED ROOF NOTES REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 REVIEW COMMENT 9/22/2023 SD OS M M M F SD SDSD SD SD SD SD SD SD SD SD SD LINEAR SURFACE MOUNTED LIGHT FIXTURE LAY-IN/RECESSED DIRECT/INDIRECT LIGHT FIXTURES RECESSED LIGHT FIXTURE RETURN AIR/ EXHAUST GRILLE SUPPLY AIR GRILLE PROJECTION SCREEN - MANUAL DATA/VIDEO PROJECTOR. CENTER MOUNT ON PROJECTION SCREEN PENDANT LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR RECESSED LIGHT FIXTURE (W) -WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W LINEAR DIFFUSER GYPSUM BOARD CEILINGS AND SOFFITS DOME SAFETY MIRROR 1'-0"CEILING HEIGHT/ MATERIAL(APC#) FIRE ALARM STROBE CUBICLE CURTAIN PS NOTE: REFER TO FINISH/MATERIAL LEGEND FOR CEILING TYPES KEYED INTO CEILING HEIGHT/MATERIAL TAG. RECESSED WINDOW SHADE WIRELESS ACCESS POINTWAP NO CEILING NO CEILING APC1 8' -0" APC1 8' -0" APC1 8' -0" APC1 8' -0" APC1 8' -0" APC1 9' -0" 8' -0" APC1 8' -6" APC1 8' -6" APC1 8' -0" APC1 8' -6" APC1 8' -6" APC1 8' -6" APC1 8' -6" APC1 8' -6" 8' -0" APC1 8' -0" APC1 8' -6" 116 APC1 9' -0" APC1 9' -0" 109 110 111 112 114 113 124A LAP1 8' -6" 8' -6" 8' -6" 10' -0" APC1 9' -0" APC1 9' -0" APC1 8' -6" 7' -10" 7' -10" 105117 104 106 125 124 123122121120119118 103B 115 108 107 117A 103A 126 100 101102103 8' -6" 106A LAP1 8' -6" 7' -10"7' -10" 7' -0"7' -0" 8' -6" 8' -4" 8' -6" E143B E143A LAP1 9' -0" LAP1 10' -0"8' -3" 7' -2" 7' -10" 8' -6" EQ EQ F7 A561 H10 A561 TYP H10 A561 TYP H8 A561 TYP 8' -0" 3 ROOF HATCH ABOVE 2 2 3 1 2 2 9' - 7 1/4"3' - 4" 1' - 2 " 3' - 6 " 3' - 6 " 1' - 9 1 / 2 " 2' - 10 1/4"4' - 0"4' - 0" 1' - 8 1/2" 2' - 4 " 7' - 7 1 / 2 " 8' - 0 " 8' - 0 " 4' - 2 1 / 2 " EQ EQ EQ EQ 7' - 5"3' - 6" EQ EQ 1' - 4 " 3' - 6 " 3' - 6 " 3' - 6 " 2' - 8 " 3' - 10"3' - 10"3' - 10"3' - 10"3' - 10"3' - 10" 1' - 8 1/2" EQ EQ EQ E Q EQ EQ EQ EQ A6 A561 EQ EQ EQ EQ EQ E Q EQ E Q 2 2 PATCH EXISTING CEILINGS AS REQUIRED PATCH EXISTING CEILINGS AS REQUIRED SOFFIT FACES & BOTTOMS PAINT P2 TYP 8' -10" EQ 8' - 0"EQ EQ EQ VIF CJ MATCH EXISTING CEILING HEIGHT PROVIDE 7'-6" BULK HEAD AT FORMER WALL LOCATION P-LAM SOFFIT, TYP AT LAB 2 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 2' - 8 " 3' - 4" A10 A561 TYP D1 A561 F10 A561 F4 A561 A6 A561 SIM D1 A561 SIM 45' - 0"9' - 1 3/4"5' - 0" WAP WAP WAP WAP P-LAM SOFFIT, TYP AT LAB DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 2 : 4 6 A M A151 FIRST FLOOR REFLECTED CEILING PLAN 08/14/2023 23041 RPS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O GENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'2'4'8'16' 1 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P3 UNLESS OTHERWISE NOTED. 2 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 3 THE EDGE OF ALL CUT TEGULAR PANELS SHALL BE FIELD SHAPED AND PAINTED TO MATCH FABRICATED TEGULAR EDGE. THE CUT EDGE OF ALL PANELS SHALL BE POSITIONED OUT OF VIEW. 4 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 5 REFER TO MECHANICAL, ELECTRICAL, FIRE ALARM AND FIRE PROTECTION DRAWINGS FOR FIXTURES NOT SHOWN ON THIS SHEET. COORDINATE LOCATIONS OF FIXTURES NOT SHOWN WITH LAYOUT INDICATED ON THIS SHEET. 6 PROVIDE ACCESS PANELS IN ALL NON-ACCESSIBLE CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL BE EQUAL TO THE RATING OF THE W ALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 7 PAINT CEILING ACCESS PANELS WHERE THEY OCCUR TO MATCH ADJACENT CEILING FINISH. OTHER KEYED REFLECTED CEILING PLAN NOTES 1 EXISTING CEILING TO REMAIN. REMOVE AND REPLACE EXISTING CEILING PANELS AND GRID AS REQUIRED TO ACCOMMODATE THE WORK. REPLACE ALL BROKEN, CHIPPED OR STAINED CEILING PANELS TO MATCH EXISTING. 2 MODIFY EXISTING HARD CEILING AS REQUIRED TO ACCOMODATE UTILITY WORK ABOVE, PATCH TO MATCH EXISTING FINISH AND PAINT ENTIRE ADJACENT CEILING AREA AS REQUIRED TO BLEND FINISHES 3 NO CEILING 4 PROVIDE WOOD BLOCKING FOR CEILING MOUNTED EXAM LIGHT 1/8" = 1'-0"A1 FIRST FLOOR REFLECTED CEILING PLAN NOTE: FIRE ALARM DEVICES NOT SHOWN ON THID DRAWING BUT ARE CODE REQUIRED. CONTRACTOR SHALL COORDINATE WITH OMNI SECURITY SYSTEMS FOR DESIGN/BUILD SERVICES AND SUBMIT DRAWINGS FOR REVIEW/APPROVAL. PHONE NUMBER: (208) 745-1020 REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 DOOR RESILIENT FLOORING CARPET OR TILE SCHLUTER-RENO-V ADJUSTABLE DARK ANODIZED ALUMINUM TRANSITION STRIP FLOORING SEAM CENTERED UNDER DOOR MORTAR/SHIM SPACE CERAMIC TILE MORTAR SEE CIVIL DRAWINGS ACCESSIBLE THRESHOLD STOREFRONT DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 2 : 4 6 A M A160 FINISH SCHEDULE 08/14/2023 23041 RPS, KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O FINISH SCHEDULE CSI SPECIFICATION SECTION CODE BASIS OF DESIGN DESCRIPTION COLOR/STYLE TYPICAL LOCATIONS 04 - MASONRY 04 - MASONRY VS1 CORONADO STONE PRODUCTS STONE VENEER MASONRY SAWTOOTH LEDGE, "SILVER ASH" LOCATIONS AS INDICATED 064113 – WOOD VENEER FACED ARCHITECTURAL CABINETS 064113 – WOOD VENEER FACED ARCHITECTURAL CABINETS WD1 MATCH EXISTING DISTRESSED WOOD VENEER CABINETRY ANTIQUE WHITE/DISTRESSED WOOD MEDICAL RECEPTION, PHARMACY WAITING, NURSE STATION, & BREAKROOM 064113 – WOOD VENEER FACED ARCHITECTURAL CABINETS B1 MATCH EXISTING WOOD BASE, PROFILE ADN COLOR TO MATCH EXISTING - TYPICAL UNLESS OTHERWISE NOTED 064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS 064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS PL1 WILSONART HIGH PRESSURE PLASTIC LAMINATE "GHOST MAPLE" Y0694 EXAM ROOMS, LAB, & PROCEDURE 081433 - STILE AND RAIL WOOD DOORS 081433 - STILE AND RAIL WOOD DOORS FWD1 MASONITE MDF W OOD DOOR (45 MIN FIRE RATED) SHOP PAINTED, DISTRESSED ANTIQUE WHITE FINISH TO MATCH EXISTING TYPICAL FIRE RATED LOCATIONS AS INDICATED 081433 - STILE AND RAIL WOOD DOORS FWD2 ROSARIO MDF WOOD DOOR SHOP PAINTED, DISTRESSED ANTIQUE WHITE FINISH TO MATCH EXISTING TYPICAL UNLESS OTHERWISE NOTED 088000 – GLAZING FILM 088000 – GLAZING FILM GF1 3M GLAZING FILM FASARA GLASS FINISHES SH2MACR-1, MAT CRYSTAL-1 LOCATIONS AS INDICATED FOR INTERIOR OFFICE WINDOWS 093013 - CERAMIC TILE 093013 - CERAMIC TILE CT1 INTERCERAMIC WOOD LOOK TILE, 7"X36" NORWAY "FINNMARK BROWN" TOILET ROOM FLOORS & EXTERIOR WALL TILE 093013 - CERAMIC TILE CWT1 DELCONCA USA BRICK WALL TILE, 3"X16" "BIANCO" WALL TILE 093013 - CERAMIC TILE CWT2 DALTILE OR EQUAL GLASS/STONE 1"x1" MOSAIC TILE MATCH EXISTING WALL ACCENT TILE 095113 – ACOUSTICAL PANEL CEILINGS 095113 – ACOUSTICAL PANEL CEILINGS APC1 USG 2'X2' MARS ACOUSTICAL PANEL CEILING CLIMA PLUS TYPICAL UNLESS OTHERWISE NOTED 095426 - WOOD CEILINGS 095426 - WOOD CEILINGS LAP1 9WOOD LINEAR CEILING & ACCENT WALL PANELING 2700 KERF REVEAL, CHERRY VENEER "DRIFTWOOD" LOCATIONS AS INDICATED 096519 – RESILIENT TILE FLOORING 096519 – RESILIENT TILE FLOORING LVT1 SHAW CONTRACT GRAIN DIRECT GLUE, 7" X 48" PLANK GRAIN & PIGMENT 0502V: RUSSET 64670, ASHLAR EXAM ROOMS, LAB, PHARMACY, STORAGE AREAS & BREAKROOM 096813 – TILE CARPETING 096813 – TILE CARPETING CPT1 SHAW CONTRACT CARPET TILE ENTWINE 59337 "QUINCE" 78504, QUARTER TURN TYPICAL WAITING, NURSE STATION, OFFICES & CORRIDORS 097200 - WALLCOVERING 097200 - WALLCOVERING WC1 TBD CUSTOM REMOVABLE VINYL W ALL GRAPHICS FINAL DESIGN TBD BY OWNER PEDIATRIC EXAM ROOM 098433 - SOUND ABSORBING WALL UNIT 098433 - SOUND ABSORBING WALL UNIT SAW1 FORBO SELF-HEALING ACOUSTICAL TACK BOARD "OYSTER SHELL" 2206 RECEPTION COUNTER & NURSE STATION 099123 – INTERIOR PAINTING 099123 – INTERIOR PAINTING P1 SHERWIN WILLIAMS INTERIOR LATEX PAINT CUSTOM COLOR TO MATCH EXISTING TYPICAL WALL FIELD COLOR 099123 – INTERIOR PAINTING P2 SHERWIN WILLIAMS INTERIOR LATEX PAINT CUSTOM COLOR, ONE SHADE DARKER THAN EXISTING ACCENT COLOR: ALCOVE, CHECK-IN/OUT, & FEATURE WALLS AS INDICATED 099123 – INTERIOR PAINTING P3 SHERWIN WILLIAMS INTERIOR LATEX PAINT SW 7006 - EXTRA WHITE GYPSUM SOFFITS/CEILINGS AS INDICATED 101100 - VISUAL DISPLAY UNITS 101100 - VISUAL DISPLAY UNITS VD1 CLARIDGE OR EQUAL MAGNETIC MARKERBOARD WHITE FINISH STAFF BREAK ROOM 122413 – ROLLER WINDOW SHADES 122413 – ROLLER WINDOW SHADES WS1 MECHOSHADE ROLLER WINDOW SHADES THERMO VEIL 1300 SERIES "SILVER BIRCH" EXTERIOR WINDOW LOCATIONS AS NOTED 123623 – PLASTIC LAMINATE CLAD COUNTERTOPS 123623 – PLASTIC LAMINATE CLAD COUNTERTOPS PL2 WILSONART HIGH PRESSURE PLASTIC LAMINATE "CLASSIC LINEN" 4943 EXAM ROOMS, LAB, PROCEDURE, & BREAKROOM 123640 - STONE COUNTERTOPS 123640 - STONE COUNTERTOPS ST1 TBD GRANITE COUNTERTOPS GREY SPECKLED PATTERN, POLISHED FINISH MEDICAL RECEPTION, PHARMACY WAITING, & NURSE STATION 3" = 1'-0"A10 FLOOR TRANSITION - RESILIENT TILE TO CARPET OR TILE 3" = 1'-0"A8 FLOOR TRANSITION - EXTERIOR TO ENTRY TILE REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 3101 P1 CP1 RB1 ROOM NUMBER WALL TREATMENT FLOOR TREATMENT BASE TREATMENT ROLLER SHADES P2 ACCENT WALL PAINT COLOR SS1 PL2 WC CT E C MILLWORK FINISH KEY: PL1 WD1 WALL CABINET FINISH COUNTERTO P FINISH COUNTERTOP EDGE TALL OR BASE CABINET FINISH ROOM FINISH KEY: NOTE: REFER TO FINISH SCHEDULE FOR MATERIALS. FLOOR FINISHES SCOPE OF WORK AREA CWT1 CERAMIC WALL TILE WS1 WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) B1 VENEER STONEVS1 WOOD ACCENT WALLLAP1 WOOD ACCENT WALL WDP GLAZING FILMGF1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY OFFICE B1 P1 CPT1 118 OFFICE B1 P1 CPT1 119 OFFICE B1 P1 CPT1 120 OFFICE B1 P1 CPT1 121 OFFICE B1 P1 CPT1 122 MEDICAL STORAGE B1 P1 LVT 123 PHARMACY B1 P1 LVT1 124 PHARMACY WAITING B1 P1 CPT1 125 PHARMACY VESTIBULE B1 P1 CT1 126 MEDICAL WAITING B1 P1 CPT1 100 CHECK-IN / OUT B1 P2 CPT1 101 ALCOVE B1 P2 CPT1 102 NURSE B1 P1 CPT1 104 PROCEDURE B1 P1 LVT1 106 EXAM B1 P1 LVT1 112 PHARMACY STORAGE B1 P1 LVT1 124A EXAM B1 P1 LVT1 113 EXAM B1 P1 LVT1 111 EXAM B1 P1 LVT1 110 EXAM B1 P1 LVT1 114 PROVIDER CORRIDOR B1 P1 CPT1 103B BREAK ROOM B1 P1 LVT1 115 WOMEN'S EXAM B1 P1 LVT1 108 PEDS EXAM B1 P1 LVT1 109 STAFF TOILET CWT2 P1/CWT1 CT1 116 TOILET CWT2 P1/CWT1 CT1 107 IT/DATA B1 P1 LVT1 117A LAB B1 P1 LVT1 105 CORRIDOR B1 P1 CPT1 117 MEDICAL CORRIDOR B1 P1 CPT1 103 PATIENT CORRIDOR B1 P1 CPT1 103A SOILED & EQUIPMENT B1 P1 LVT1 106A CORRIDOR B1 P1 CPT1 E143B (E) CORRIDOR B1 P1 CPT1 E119 (E) PROCEDURE B1 - EX E111 (E) LAB B1 P1 LVT1 E121 (E) LAB STORAGE B1 P1 LVT1 E122 WC CT E C PL1 E1 PL1 PL2 CORRIDOR B1 P1 CPT E143A WS1 WS1 WS1 WS1 WS1 WS1 P2 P2 P2 GF1 WC CT E C PL1 E1 PL1 PL2 LA P 1 LA P 1 LA P 1 (E) OPERATORY EX P1 EX E137 (E) CORRIDOR EX P1 EX E138 (E) STORAGE EX P1 EX E139 (E) MEDICAL STORAGE EX P1 EX E125 (E) ELEC EX P1 EX E126 (E) CORRIDOR - P1 EX E143 B1 B1 B1 B1 B1 B1 W C 1 P2 LA P 1 WC CT E C PL1 E1 PL1 PL2 WC CT E C PL1 E1 PL1 PL2 WC CT E C PL1 E1 PL1 PL2 WC CT E C PL1 E1 PL1 PL2 WC CT E C WD1 E1 WD1 PL2 WC CT E C PL1 E1 PL1 PL2 WC CT E C PL1 E1 PL1 PL2 WC CT E C PL1 E1 PL1 PL2 WC CT E C - E2 WD1 ST1 WC CT E C - E2 WD1 ST1 WC CT E C WD1 E2 WD1 ST1 WC CT E C WD1 E2 WD1 ST1 WC CT E C - E2 WD1 ST1 WC CT E C E2 WD1 ST1 WC CT E C - E1 PL1 PL2 WC CT E C PL1 E1 PL1 PL2 WC CT E C PL1 E1 PL1 PL2 WC CT E C WD1 ST1 VS1 VS1 VS1 P2 WC CT E C PL1 - PL1 - WC CT E C PL1 E1 PL1 PL1 (E) TOILET CWT2 P1/CWT1 CT1 E123 CWT1 BACKSPLASH TYPICAL ST1 TOP ST1 ST1 SILL DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 2 : 5 1 A M A161 FIRST FLOOR FINISH PLAN 08/14/2023 23041 RPS, KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O GENERAL FINISH NOTES FINISH LEGEND KEY PLAN 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 3 ALL GYPSUM BOARD SOFFITS AND CEILINGS TO BE PAINTED P3 UNLESS OTHERWISE NOTED. REFER TO REFLECTED CEILING PLANS FOR ADDITIONAL CEILING FINISH INFORMATION. 4 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 5 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 6 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 7 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 8 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 9 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 10 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE ALMOND UNLESS OTHERWISE NOTED. 11 CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS AND OTHER CUSTOM FINISHES WITHIN THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY TO ALLOW FOR RESPECIFICATION IF NECESSARY. 12 PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH-OUTS OF EACH COLOR & FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ONSITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT TO ADJUST ANY COLOR/FINISH ONCE THE WALL TEST HAS BEEN COMPLETE. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS UNLESS OTHERWISE NOTED. 14 PROVIDE (1) ROBE HOOK MOUNTED AT 5'-6" AFF AND (1) MOUNTED AT 4'-0" AFF AT EACH TOILET ROOM DOOR. CENTER HOOK ON INSIDE OF DOOR. 15 PATTERN NAME, COLOR AND NUMBER FOR EACH MATERIAL ARE GIVEN WHEREVER POSSIBLE ON THE FINISH PLAN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT SO THAT THE CORRECT MATERIAL IS INSTALLED. KEYED FINISH NOTES 1/8" = 1'-0"A1 FIRST FLOOR FINISH PLAN 0'2'4'8'16' F1 MATCH EXISTING VINYL FLOORING AND WALL BASE ROOM SIGNAGE SCHEDULE NUMBER NAME SIGN TYPE 100 MEDICAL WAITING NONE 101 CHECK-IN / OUT NONE 102 ALCOVE NONE 103 MEDICAL CORRIDOR NONE 103A PATIENT CORRIDOR NONE 103B PROVIDER CORRIDOR NONE 104 NURSE NONE 105 LAB ADA 106 PROCEDURE ADA 106A SOILED & EQUIPMENT ADA 107 TOILET ADA 108 WOMEN'S EXAM ADA 109 PEDS EXAM ADA 110 EXAM ADA 111 EXAM ADA 112 EXAM ADA 113 EXAM ADA 114 EXAM ADA 115 BREAK ROOM ADA 116 STAFF TOILET ADA 117 CORRIDOR NONE 117A IT/DATA ADA 118 OFFICE ADA WITH NAMEPLATE 119 OFFICE ADA WITH NAMEPLATE 120 OFFICE ADA WITH NAMEPLATE 121 OFFICE ADA WITH NAMEPLATE 122 OFFICE ADA WITH NAMEPLATE 123 MEDICAL STORAGE ADA 124 PHARMACY ADA 124A PHARMACY STORAGE ADA 125 PHARMACY WAITING NONE 125B CONSULT 126 PHARMACY VESTIBULE NONE REFER TO INTERIOR AND EXTERIOR ELEVATIONS FOR SPECIALTY LOGO SIGNAGE LOCATIONS REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 EE E E E E E E E FIRST FLOOR 100' -0" T.O. LOWER ROOF 116' -8" D' T.O. TRIM WALL 104' -10" T.O. PARAPET 119' -0" T.O. EAST PARAPET 115' -9" H1 A301 FABDEC W2 W2 W2 B.O. FOOTING 96' -0" EWS3 EWS2EWS1 EWS1 9' - 0 " EQ EQEQEQ 2' - 4 " 4' - 6 " FIRST FLOOR 100' -0" T.O. LOWER ROOF 116' -8" T.O. TRIM WALL 104' -10" T.O. PARAPET 119' -0" T.O. EAST PARAPET 115' -9" E1 A301 ALTERNATE #1:REPLACE EXISTING STONE VENEER AND WATERTABLE TO MATCH ADDITION 1 2 3 4 5 ELECTRICAL METER & DISCONNECT, SEE ELECTRICAL DRAWINGS, COORDINATE MOUNTING HEIGHT WITH STONE VENEER / WALL CAP 6 W1 W2W2W2W2W2W2 HB B.O. FOOTING 96' -0" EQEQ EQEQEQEQEQEQ EWS1 EWS3 EWS2EWS2 F4F4 FIRST FLOOR 100' -0" A'B'C'D' T.O. TRIM WALL 104' -10" T.O. EAST PARAPET 115' -9" T.O. EAST ENTRY PARAPET 118' -5" H1 A301 ALTERNATE #1:REPLACE EXISTING STONE VENEER AND WATERTABLE TO MATCH ADDITION F ABDE WOOD-LOOK TILE BASIS OF DESIGN: INTERCERAMIC 7"X36" NORWAY "FINNMARK BROWN" EIFS WALL FACE & CORNICE, TEXTURE, COLOR AND PROFILE TO MATCH EXISTING, TYPICAL EIFS TRIM COLOR AND PROFILE TO MATCH EXISTING, TYPICAL VENEER STONE BASIS OF DESIGN:BUCKS COUNTY SOUTHERN LEDGESTONE, FULLY GROUTED. MAINTAIN MINIMUM 4" CLEAR FROM GRADE, PROVIDE COLOR MATCH CEMENTITOUS PARGING BELOW C W1 W1 W1 W3 EJ HB WEATHER-PROOF EXTERIOR OUTLETS, TYPICAL COORDINATE ELECTRICAL AND MOUNTING AS REQUIRED FOR EXTERIOR SIGNAGE, MATCH EXISTING SIZE AND COLORS FROST-FREE HOSE BIBB, TYPICAL RELOCATED GAS METER, SEE PLUMBING DRAWINGS B.O. FOOTING 96' -0" ROOF TOP UNITS (BEYOND) SEE MECHANICAL DRAWINGS) 2' - 0 " 8' - 8 " 5' - 1 " 126A EXTERIOR LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS, TYP 9' - 0 " EWS2 EWS2 EWS3 EWS3 EWS3 EWS3 EWS1 CR F3 FIRST FLOOR 100' -0" 5'4'3' T.O. TRIM WALL 104' -10" T.O. EAST ENTRY PARAPET 118' -5" T.O. NORTH PARAPET 113' -1" E1 A301 ALTERNATE #1:REPLACE EXISTING STONE VENEER AND WATERTABLE TO MATCH ADDITION DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 2 : 5 8 A M A201 EXTERIOR ELEVATIONS 08/14/2023 23041 RPS, KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 3/16" = 1'-0"A1 EXTERIOR ELEVATION - WEST 3/16" = 1'-0"C1 EXTERIOR ELEVATION - SOUTH 3/16" = 1'-0"E1 EXTERIOR ELEVATION - EAST 3/16" = 1'-0"G1 EXTERIOR ELEVATION - NORTH REVIEW COMMENT 9/22/2023 REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 REVIEW COMMENT 9/22/2023 NC FEC SD FP FA E D TPPHO OS TV S H NC T E D S C EM EMACO N NO O V VS WHB WOOD TRIM / CABINETRY PANELING SOUND ABSORBING WALL UNIT (SAW_) ACCENT PAINT COLOR (P__) 1. WOOD BASE PROFILE AND FINISH TO MATCH EXISTING TYPICAL, UON, REFER TO FINISH PLANS FOR TYPE 2. OUTLETS, SWITCHES, THERMOSTATS, ALARMS, ETC. SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR FULL SCOPE. 3. PROVIDE 1' -0" TALL BY 5' -0" WIDE (UON) BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES 4. REFER TO FINISH PLANS FOR ADDITIONAL ROOM AND MILLWORK FINISH INFORMATION 5. REFER TO INTERIOR ELEVATIONS FOR MATERIAL OF WALL SURFACES AND WALL CABINETS, CABINET DRAWERS, CABINET DOORS, COUNTERTOPS, COUNTERTOP EDGES, SIDESPLASHES AND BACKSPLASHES 6. COORDINATE CASEWORK LOCK LOCATIONS WITH THE OWNER. INTERIOR ELEVATION GENERAL NOTES: INTERIOR MATERIAL LEGEND: ? ? ? ? CABINET DESIGN SERIES NO. (CDS NO.) PER ARCHITECTURAL WOODWORK INSTITUTE (AWI), SEE A551 FOR CORRESPONDING DETAILS CABINET DEPTHCABINET WIDTH CASEWORK TAG: PROTRUDING OBJECTS CLEAR FLOOR SPACE Unless otherwise specified may include knee and toe clearances CIRCULAR TURNING SPACE May include knee and toe clearances 'T-TURN' TURNING SPACE May include knee and toe clearances only at the end of either the base or one arm. Forward Approach Side Approach 4" MAX 80 " 27 " 15 " 5"3" 3' -4" 2' -11 " 3' -4" 4' -0" 4' -0" EXCEPTIONS: (1) HANDRAILS MAY PROTRUDE 4-1/2" MAX. (2) DOOR CLOSERS & STOPS MAY BE 78" MIN. ABOVE THE FLOOR FIG. 307.2 FIG. 603.4 COAT HOOK & SHELF MOUNTING HEIGHTS FIG. 603.3 MIRROR MOUNTING HEIGHTS NOTE: SEE REACH RANGES FOR COAT HOOK MOUNTING HEIGHTS NOTE: HEIGHT TO EDGE OF REFLECTIVE SURFACE FIG 602.5 DRINKING FOUNTAIN SPOUT LOCATION FIG. 604.5.2 REAR WALL GRAB BAR FOR WATER CLOSET 3' -0" TYPICAL CLEARANCES AND REACH RANGES - ANSI 2009 1' - 6" 1' - 0"2' - 0" TYPICAL MOUNTING HEIGHTS AND CLEARANCES FOR PLUMBING FIXTURES 6' - 9 " M I N 6' - 2 " M I N SHELF 36" MIN. CERAMIC WALL FILED TILE (CWT___) GLAZING FILM (GF____) 36 " 7" -9" 1 1/2" NURSE CALL REAR WALL GRAB BAR FOR BARIATRIC WATER CLOSET SIDE WALL GRAB BAR FOR BARIATRIC WATER CLOSET 24" 18" 24". 5 1/4"5 1/4" 36 " 17 " - 1 9 " 4' - 0 " 59 " 54" 42"12" (UNLESS OTHERWISE NOTED) I J INTERIOR ELEVATION SYMBOLS AND TYPICAL MOUNTING HEIGHTS 102800 - TOILET AND BATH ACCESSORIES 210000 - FIRE SUPPRESSION 2' - 0 " B C D E TY P E 1 TY P E 2 F G H K L N O 5' - 6 " 4' - 0 " ( A D A ) 7' - 2 " 4' - 0 " 7' - 2 " 4' - 0 " 6" 4' - 0 " U O N COAT HOOK TO T O P O F B O X 4' - 0 " M A X 6' - 8 " 4' - 6 " FI R E EX T I N G U I S H E R CA B I N E T ( F E C ) FI R E A L A R M PU L L FI R E A L A R M SM O K E DE T E C T O R 1 1 / 2 " M I N 1' - 0 " M I N 3' - 2 " TY P E 1 TY P E 2 TY P E 3 M A B D E F G I J SANITARY NAPKIN DISPENSER PAPER TOWEL DISPENSER SOAP DISPENSER, NIC MIRROR (TOP) LAVATORY TOP OF WATER CLOSET SEAT GRAB BAR ITEM WASTE RECEPTACLE C K LTOILET PAPER DISPENSER URINAL MOUNTING HEIGHT CODE REF. ICC/ANSI A117.1-2009 6' -2" MIN M N O DRINKING FOUNTAIN SHOWER CURTAIN ROD FOLDING SHOWER SEAT SHOWER CONTROLS GRAB BAR AT TUB SOAP DISH AT TUB TOILET SEAT COVER DISPENSER TOILET PARTITION PUSH PLATE 1' -6" 3' -0" 1' -5" 2' -10" 3' -8" (1) 3' -6" (2) 3' -0" 3' -6" 3' -6" 3' -6" 2' -3" 9" 606.3 604.4 604.5 604.7 605.2 602.4 HOLT STANDARDS 610.3 HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS3' -0" ITEM CODE REF. ICC/ANSI A117.1-2009 H MIRROR (BOTTOM)3' -4" MAX 603.3 1' -6" to 4' -0" 1' -6" HAND DRYER 3' -6"HOLT STANDARDS SOAP DISH/ CORNER BASKET AT SHOWER 3' -6"HOLT STANDARDS Q R T U V S3' -4" 3' -6" 6' -10" MOUNTING HEIGHT HOLT STANDARDS 260000 - ELECTRICAL DEVICES 224000 - PLUMBING FIXTURES 270000 - COMMUNICATION SYSTEMS Q R S T( 1 ) T( 2 ) TO T O P V 5' - 6 " U O N TO T O P O F B O X 4' - 0 " M A X U O N 6' - 8 " U O N PO W E R O U T L E T PO W E R D O O R O P E R A T O R PU S H P L A T E DO O R H O L D OP E N OC C U P A N C Y SE N S O R LI G H T S W I T C H TH E R M O S T A T WA L L S C O N C E LI G H T F I X T U R E VA L A N C E L I G H T FI X T U R E CL O C K , N I C WA L L M O U N T E D F L A T PA N E L T E L E V I S I O N DA T A O U T L E T UO N 1' - 6 " W A L L M O U N T E D TE L E P H O N E HU M I D I T Y C O N T R O L AN A L O G P H O N E O U T L E T FA I L S A F E P H O N E O U T L E T PFS AN A L O G F A X O U T L E T F TO T O P O F B O X 4' - 0 " M A X TACK BOARD MARKER BOARD MAGAZINE RACK CORNER GUARD U GLOVE DISPENSER, NIC SHARPS CONTAINER, NIC 4' - 0 " 4' - 0 " CO D E B L U E EM E R G E N C Y P O W E R ME D I C A L A I R CA R B O N D I O X I D E NI T R O G E N NI T R O U S O X I D E OX Y G E N VA C U U M VA C U U M S L I D E WA S T E A N E S T H E S I A GA S D I S P O S A L TO T O P O F B O X 4' - 0 " M A X U O N 5' - 6 " 5' - 6 " 226000 - MEDICAL GAS DEVICES ZO N E V A L V E B O X AR E A A L A R M P A N E L NU R S E CA L L FIG. 308.2.1 UNOBSTRUCTED FORWARD REACH FIG. 308.2.2 OBSTRUCTED HIGH FORWARD REACH FIG. 308.3.1 UNOBSTRUCTED SIDE REACH FIG. 308.3.2 OBSTRUCTED HIGH SIDE REACH 48 " M A X 48" 15 " M I N 20" MAX 48 " M A X 25" MAX 44 " M A X 48 " M A X 15 " M I N 46 " M A X 24" MAX 34 " M A X 48 " M A X 10" 34 " M A X FIG 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIG 608.3.2 GRAB BARS IN STANDARD ROLL-IN- TYPE SHOWER FIG 608.4.2 STANDARD ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION 34 " 6" MAX BACK WALL 6" MAX 6" M A X 30 " M I N 60" MIN UF A S 3' - 0 " BA C K W A L L 36 " M I N 3' - 0"36" MIN 48 " M I N SE A T WA L L CO N T R O L WA L L 48 " M A X 38 " M I N CONTROL WALL FIG 608.5.1 TRANSFER-TYPE SHOWER CONTROLS AND HANDSHOWERS LOCATION 15" MAX 10" MAX MAX 2' - 3" MIN 1' - 4" MA X 4' - 0 " CONTROL LOCATION 1' - 4" MAX 1' - 3" MIN SEAT SEAT SEAT 5' - 0" 2' - 0 " 3' - 0 " 1' - 0"1' - 0"3' - 0" 2' - 10 13/32" 4' - 0 " 5' - 0" FIG 608.2.1 TRANSFER-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIG. 604.4 & FIG. 604.5.1 & FIG. 604.7 WATER CLOSET HEIGHTS 9" 1' - 7 " M A X 1' - 5 " M I N 3' - 0 " 1' - 6 " 3' - 3 " 3' - 5" 1' - 0"3' - 6" 4' - 6" MI N 1' - 6 " 2' - 0" MIN NOTE: REQUIRED CLEARANCE MAY INCLUDE GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE OF OTHER FIXTURES AND TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE REQUIRED WATER CLOSET CLEARANCE. FIG 604.3 CLEARANCE AT WATER CLOSETS 5' -0" 4' -8" PLAN VIEW 18" 15 " . 2 3 / 4 " M I N 5' - 6 " 7' - 2 " UO N 1' - 6 " CABINET HEIGHT (INCLUDES COUNTERTOP) HI G H E S T R A I S E D L E T T E R 5' - 0 " T O B A S E L I N E O F OF RAISED LETTERS 9" TO CENTERLINE HINGED SIDE OF DOOR ROOM SIGN, SEE SCHEDULE LATCH SIDE OF DOOR EDGE OF DOOR FRAME OR EDGE OF OPENINGSIGN MOUNTING ELEVATION CLR 1' - 6" MIN NOTE: FOR ROOM SIGNS WITH PICTOGRAMS, ALIGN TOP OF SIGN WITH TOP OF ADJACENT ROOM SIGNS. THE BASELINE OF RAISED LETTERS OR BRAILE SHALL BE A MINIMUM OF 48" AFF IF ALSO PROVIDED ON A ROOM SIGN WITH PICTOGRAM. OF G R A B BA R TO T O P O F B O X 3' - 8 " M A X U O N DE V I C E S A B O V E CO U N T E R T O P S WOOD ACCENT CEILING/ WALL PANELING (LAP___) TYPICAL ADA KNEE SPACE CLEARANCE 27 " M I N 8" MIN 6" MAX 11" MIN 9" 1:6 SLOPE PLASTIC LAMINATE CABINETRY/PANELI NG CERAMIC WALL ACCENT MOSAIC TILE (CWT ____) 1X4 (INTERIOR TRIM PACKAGE -TO MATCH EXISTING) MDF TRIM 1/2" 5" 2' - 1 0 " 3" 1X61X6 1/2" 1X4 1/2" 1X6 1X4 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 3 : 0 1 A M A250 TYPICAL MOUNTING HEIGHTS AND ELEVATIONS 08/14/2023 23041 KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1/4" = 1'-0"G7 TYPICAL TRIM PACKAGE REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 E DD E D E D E DD D D E DD E E E E E D E EE E E ED ED E E D E E E D D E ED EDD E E E E D E DE E EE E E E E EE E E E E E E E EE E E E E E E D E E E E E E E E E OPEN TO BEYOND 230 24" 34" 16"OPEN TO BEYONDTACKABLE PANEL (SAW1) SILL (ST1) 230 24" 34" 16" 230 24" 34" 16" 230 24" 34" 16" O P E N T O B E Y O N D OP E N T O B E Y O N D TACKABLE PANEL (SAW 1) E1 A551 SIM E1 A551 SIM OPEN TO BEYOND 230 24" 34" 16"OPEN TO BEYONDTACKABLE PANEL (SAW1) SILL (ST1) OP E N T O B E Y ON D O P E N T O B E Y O N D BOTTLE FILLER STATION, SEE PLUMBING DRAWINGS FEC 2' - 1 0 " M A X 3' - 8 " ACCENT PAINT (P2) TYP PENDANT LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS REUSE PORTIONS OF EXISTING RECEPTION MILLWORK AS MUCH AS FEASIBLE, EXPANDED DESK AREA TO MATCH EXISTING ADDITION EXISTING 6' - 6 " T Y P E1 A551 SIM E1 A551 SIM O P E N T O B E Y O N D 3' - 4 " WOOD WALL PANELING & TRIM TO MATCH WOOD CASEWORK FINISH, TYP E7 A551 CR A561 A10 TYP COORDINATE ELECTRICAL AS REQUIRED FOR BACKLIT SIGNAGE 1' - 8 " 4" TY P 9" 1' - 0 " 7' - 0" WOOD ACCENT PANELING (LAP1) 230 24" 34" 16" 230 24" 34" 16" 230 24" 34" 16" 302M 13" 24" 36" COORDINATE ELECTRICAL AS REQUIRED FOR BACKLIT SIGNAGE TY P 9" 4" 1' - 8 " 1' - 0 " 7' - 0" WOOD ACCENT PANELING (LAP1) BL1 2' - 0 " 1' - 4 " 3' - 1 0 " EQ EQ WOOD TRIM PACKAGE TO MATCH EXISTING PROFILE AND FINISH AT DOORS AND WINDOWS, TYPICAL 6' - 8" BL1 301M 13" 30" 18" 302M 13" 30" 36" 302M 13" 30" 29" 903 24" 34" 18"102 24" 34" 34" 4" 2 ' - 6 " 4" 1' - 1 0 " 2 ' - 6 " 3' - 4" 3' - 6 " 101 24" 34" 18" OPEN TO BEYOND 152 24" 34" 32" 254 24" 34" 12" 254 24" 34" 12" 302M 13" 30" 32" 302M 13" 30" 36" 4" 2 ' - 6 " 4" 1' - 1 0 " 2 ' - 6 " PLASTIC LAMINATE SOFFIT TO CABINET FINISH OPEN TO BEYOND 302M 13" 30" 34" 301M 13" 30" 18"302M 13" 30" 30" 102 24" 34" 30"254 24" 34" 18" 230 24" 34" 24" 2' - 6 " 1 ' - 1 0 " 4" 2' - 6 " 4 " PLASTIC LAMINATE SOFFIT TO MATCH CABINET FINISH COORDINATE GROMMETS WITH BELOW COUNTER OUTLETS, SEE ELECTRICAL DRAWINGS1' - 4"3' - 0" FILLER, TYP 301M 13" 30" 18" 302M 13" 30" 36" 302M 13" 30" 40" 302M 13" 30" 36" 301M 13" 30" 11" 102 24" 34" 40" 254 24" 34" 36" 155M 24" 34" 40" 254 24" 34" 36" 903 24" 34" 18" 102 24" 34" 40" PASS THROUGH CABINET 302M 13" 30" 40" 302M 13" 30" 40" PLASTIC LAMINATE SOFFIT TO MATCH CABINET FINISH FILLER PANELS 2' - 1 0 " 4" 1' - 1 0 " 2' - 6 " COORDINATE GROMMETS WITH BELOW COUNTER OUTLETS, SEE ELECTRICAL DRAWINGS 302M 13" 30" 34" 302M 13" 30" 40" 302M 13" 30" 34" 102 24" 34" 30" 230 24" 34" 28" 102 24" 34" 30" 4" 2 ' - 6 " 4" 1' - 1 0 " 2 ' - 6 " PLASTIC LAMINATE SOFFIT TO MATCH CABINET FINISH UNDERCABINET LIGHTING, SEE ELCTRICAL DRAWINGS COORDINATE GROMMETS WITH BELOW COUNTER OUTLETS, SEE ELECTRICAL DRAWINGS FILLER, TYP FILLER, TYP 230 24" 34" 18" 152 24" 34" 36" 904 24" 34" 14" 230 24" 34" 16" 1'-6"2'-6"2'-8"2'-1"3'-0"1'-2"1'-4" 2' - 6 " 1' - 8 " 2' - 1 0 " 0" 0" 102 24" 34" 32" 301M 13" 30" 18" 302M 13" 30" 27" 302M 13" 18" 36" 302M 13" 14" 30" 326M 13" 30" 30"326M 13" 30" 30" BACKSPLASH (CWT1) WITH BRONZE ANODIZED EDGE TRIM MAGNETIC MARKERBOARD (VD1) EQ EQ 4'-0" 3' - 2 " 4 ' - 0 " 3' - 6 " COUNTERTOP SUPPORT ACCENT PAINT (P2) MAGNETIC MARKERBOARD (VD1) EQEQ 3' - 2 " 4' - 0 " 4' - 0" 9' - 2" 4" 2 ' - 6 " 4" 1' - 4 " 2 ' - 6 " COUNTERTOP SUPPORT 6' - 4" 2' - 3"3' - 4" 3' - 6 " 301M 13" 30" 13" 152 24" 34" 32" 102 24" 34" 36" 254 24" 34" 30" 302M 13" 30" 32" 302M 13" 30" 32" 302M 13" 30" 32" 2' - 6 " 1 ' - 8 " 2 ' - 6 " 4 " BACKSPLASH (CWT1) TYP 302M 13" 30" 30" 302M 13" 30" 30" 212 24" 34" 30"903 24" 34" 18" 4" 2 ' - 6 " 1 ' - 8 " 2 ' - 6 " PROVIDE BRONZE ANODIZED TILE EDGE TRIM AT ALL EXPOSED SIDES, TYP 1' - 4"1' - 4"3' - 3" 4" 1' - 8 " WOOD BASE (B1) PROFILE AND FINISH TO MATCH EXISTING TYPICAL WOOD ACCENT PANELING (LAP1) COUNTER SUPPORT BRACKET, TYPICAL 2' - 4"2' - 4"2' - 4" COUNTER (ST1) OPEN TO BEYOND COORIDINATE EXISTING TV & FIREPLACE CONNECTIONS WITH STONE VENEER REPLACEMENT REMOVE AND REINSTALL EXISTING MANTEL VENEER STONE (VS1) 400 18" 86" 36" 400 18" 86" 36" FABRICATE CORNER SHELVING AT CABINETS TO MAXIMIZE STORAGE CAPACITY COORDINATE ELECTRICAL OUTLET LOCATIONS WITH CABINETRY INSTALLATION ELEC 100 18" 28" 24" 400 18" 86" 28" 100 18" 28" 24" 400 18" 86" 28" FABRICATE CORNER SHELVING AT CABINETS TO MAXIMIZE STORAGE CAPACITY GLAZING FILM (GF1) FILLER PANELS COORDINATE ELECTRICAL OUTLET LOCATIONS WITH CABINETRY INSTALLATION 400 18" 86" 36" 400 18" 86" 36" O P E N T O B E Y O N D MA X 2' - 6 " G1 A551 OPEN TO BEYOND BOTTLE FILLER STATION, SEE PLUMBING DRAWINGS WOOD TRIM, TYP 101 24" 34" 16" 230 24" 34" 24" 230 24" 34" 24" 302M 13" 30" 32" 302M 13" 30" 32" 2' - 1 0 " 4" 1' - 1 0 " 2' - 6 " DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 3 : 1 8 A M A251 INTERIOR ELEVATIONS - WAITING, LABS, & BREAKROOM 08/14/2023 23041 RPS, KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1/4" = 1'-0"F7 CHECK-IN / OUT 101 - NORTH 1/4" = 1'-0"F9 CHECK-IN / OUT 101 - EAST 1/4" = 1'-0"F11 CHECK-IN / OUT 101 - SOUTH 1/4" = 1'-0"H5 MEDICAL WAITING 100 - WEST 1/4" = 1'-0"F4 PHARMACY WAITING 125 - SOUTH 1/4" = 1'-0"F6 PHARMACY WAITING 125 - WEST 1/4" = 1'-0"D1 CHECK-IN / OUT 101 - WEST 1/4" = 1'-0"H3 MEDICAL WAITING 100 - SOUTH 1/4" = 1'-0"H11 PHARMACY WAITING 125 - NORTH 1/4" = 1'-0"D3 LAB E121 - EAST 1/4" = 1'-0"D5 LAB E121 - SOUTH 1/4" = 1'-0"D8 LAB 105 - NORTH 1/4" = 1'-0"D10 LAB 105 - SOUTH 1/4" = 1'-0"C1 LAB 105 - WEST 1/4" = 1'-0"C9 BREAKROOM 115 - NORTH 1/4" = 1'-0"C11 BREAKROOM 115 - EAST 1/4" = 1'-0"A3 BREAKROOM 115 - SOUTH 1/4" = 1'-0"A1 BREAKROOM 115 - WEST 1/4" = 1'-0"C3 PROCEDURE 106 - NORTH 1/4" = 1'-0"C5 PROCEDURE 106 - EAST 1/4" = 1'-0"C7 PROCEDURE 106 - WEST 1/4" = 1'-0"H1 MEDICAL WAITING 100 - EAST GENERAL NOTE: SEE FURNITURE EQUIPMENT PLAN FOR DASHED EQUIPMENT DESCRIPTIONS AND INSTALLATION REQUIREMENTS. 1/4" = 1'-0"H9 MEDICAL WAITING 100 - NORTH 1/4" = 1'-0"A6 MEDICAL STORAGE 123 - EAST 1/4" = 1'-0"A7 MEDICAL STORAGE 123 - SOUTH 1/4" = 1'-0"A9 MEDICAL STORAGE 123 - WEST 1/4" = 1'-0"F3 CONSULT 125B - SOUTH 1/4" = 1'-0"F1 PHARMACY WAITING 125 - EAST 1/4" = 1'-0"D6 LAB E121 - WEST REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 E D E D E D E D E D E D E D E D E D E D E D ED ED ED E EE DE DE 230 24" 34" 16" 230 24" 34" 16" TACKABLE PANEL (SAW1) COUNTERTOP SUPPORT OPEN TO BEYOND 230 24" 34" 16" 230 24" 34" 16" 230 24" 34" 16"OPEN TO BEYONDOPEN T O B E Y O N D COUNTERTOP SUPPORT VENEER STONE (VS1) 230 24" 34" 16" 230 24" 34" 16" 230 24" 34" 16" 230 24" 34" 16" TACKABLE PANEL (SAW1) COUNTERTOP SUPPORT 2' - 6 " 1 ' - 0 " A561 A6 230 24" 34" 16" 230 24" 34" 16" 230 24" 34" 16" 230 24" 34" 16" FINISHED WOOD END PANEL A6 A561 A561 A6 MIRROR TACKABLE PANEL (SAW1) COUNTERTOP SUPPORT A6 A561 E1 A551 A6 A561 A6 A561 E1 A551 E1 A551 230 24" 34" 16" COUNTERTOP SUPPORT D1 A561 WOOD ACCENT PANELING (LAP1) WOOD WALL PANELING & TRIM TO MATCH WOOD CASEWORK FINISH, TYP O P E N T O B E Y O N DOPEN TO BEYONDA561 A6 E1 A551 401 24" 86" 18" 401 24" 86" 18"230 24" 34" 20" 230 24" 34" 20"230 24" 34" 20" 4" 2 ' - 6 " 4 ' - 4 " 402 24" 86" 36" 102 24" 34" 36" 230 24" 34" 18" 2' - 1 0 " 3' - 6 " A6 A561 E1 A551 ST1 (OPEN TO BEYOND) TYP ACCENT PAINT (P2) WOOD WALL PANELING & TRIM TO MATCH WOOD CASEWORK FINISH, TYP FEC E1 A301 O P E N T O B E Y O N D O P E N T O B E Y O N D 3' - 4 " 4" SILL (ST1) WOOD TRIM TO MATCH EXISTING FINISH & PROFILE, TYP E1 A301OPEN TO BEYONDOPEN T O B E Y O N D WOOD WALL PANELING & TRIM TO MATCH WOOD CASEWORK FINISH, TYP 7' - 1 0 " T Y P VENEER STONE (VS1) E1 A301OPEN TO BEYONDACCENT PAINT (P2) TYP DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 3 : 3 0 A M A252 INTERIOR ELEVATIONS - NURSE STATION 08/14/2023 23041 RPS, KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1/4" = 1'-0"C6 NURSE 104 - NORTH NEAR ALCOVE 1/4" = 1'-0"A1 NURSE 104 - NORTH 1/4" = 1'-0"A5 NURSE 104 - EAST 1/4" = 1'-0"A9 NURSE 104 - SOUTH 1/4" = 1'-0"E1 MEDICAL CORRIDOR 103 - LOOKING SOUTH @ NURSE 104 1/4" = 1'-0"E9 MEDICAL CORRIDOR 103 - LOOKING WEST 1/4" = 1'-0"C4 NURSE 104 - WEST NEAR ALCOVE 1/4" = 1'-0"G5 PATIENT CORRIDOR 103A - LOOKING EAST @ NURSE 104 1/4" = 1'-0"E4 MEDICAL CORRIDOR 103 - LOOKING EAST @ ALCOVE 102 1/4" = 1'-0"G1 PATIENT CORRIDOR 103A - LOOKING NORTH @ NURSE 104 1/4" = 1'-0"E6 MEDICAL CORRIDOR 103 - LOOKING EAST @ FEATURE WALL GENERAL NOTE: SEE FURNITURE EQUIPMENT PLAN FOR DASHED EQUIPMENT DESCRIPTIONS AND INSTALLATION REQUIREMENTS. 1/4" = 1'-0"C9 MEDICAL CORRIDOR 103 - LOOKING NORTH @ ALCOVE 102 1/4" = 1'-0"C1 NURSE 104 - SOUTH NEAR ALCOVE 1/4" = 1'-0"G9 PATIENT CORRIDOR 103A - LOOKING SOUTH @ EXAM ROOM 110- 111 1/4" = 1'-0"E12 ALCOVE 102 - LOOKING WEST REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 E E ED E D E E S E S ED E D E D DD D E E ED ED EDED E E E D E D E D E 2' - 1 0 " 1' - 7"1' - 10" DARK BRONZE ANODIZED EDGE TRIM AT ALL EXPOSED TILE SIDES, TYP 302M 13" 30" 30" 152 24" 34" 30" 903 24" 34" 12" 254 24" 34" 18" 302M 13" 30" 30"301M 13" 30" 18" 101 24" 34" 18" 4" 2' - 6 " 4" 1' - 4 " 2' - 6 " FILLER PANELS WOOD TRIM WOOD BASE (B1) COORDINATE BLOCKING AS REQUIRED FOR TV MOUNTS, TYP BACKSPLASH (CWT1) 2' - 1 0 " VANITY LIGHT, SEE ELECTRICAL DRAWINGSSPECIMEN PASS THRU GRAB BAR, DARK BRONZE FINISH 6" 3' - 0 " 3' - 4 " FIELD TILE (CWT1) WIHT ACCENT BAND (CWT2) AND DARK BRONZE ANODIZED EDGE TRIM 4' - 4 " 4" 4" 3' - 8 " 1' - 3"1' - 6" 3' - 1 " 1' - 1 1 " 3' - 6 " 4" 4" 4' - 2 " 4' - 0 " 3' - 8 " 4" 4" 4' - 4 " GRAB BAR, DARK BRONZE FINISH 3' - 8 " 4" 4" 4' - 4 " 8" 3' - 0 " 1' - 6"1' - 3" VANITY LIGHT, SEE ELECTRICAL DRAWINGS GRAB BAR, DARK BRONZE FINISH FIELD TILE (CWT1) WIHT ACCENT BAND (CWT2) AND DARK BRONZE ANODIZED EDGE TRIM 4" 4" 3' - 8 " 4' - 4 " 3' - 8 " 4" 4" 4' - 4 " 3' - 1 " 1' - 1 1 " GRAB BAR, DARK BRONZE FINISH 3' - 8 " 4" 4" 4' - 4 " 230 24" 40" 36" 230 24" 34" 18" 102 24" 40" 42" 3' - 4 " 230 24" 40" 36" 230 24" 34" 18" 2' - 6 " O P E N T O B E Y O N D O P E N T O B E Y O N D E7 A551 G1 A551 152 24" 34" 32"903 24" 34" 18" 102 24" 34" 32" 302M 13" 30" 32" 302M 13" 30" 32"301M 13" 30" 18" 2' - 1 0 " 1 ' - 8 " 2 ' - 6 " W1 11"1' - 1" 4" 3' - 0 " 2' - 6 " 3' - 4 " 1' - 6"1' - 11"2' - 0"2' - 0"2' - 0"1' - 11"1' - 6" 254 24" 34" 18" 100 24" 40" 24" 100 24" 40" 24" 254 24" 34" 18" SHELF SUPPORT BRACKETS 3''-0" OC TACKABLE PANEL (SAW1) 400 18" 86" 42" 400 18" 86" 42" PROVIDE ADJUSTABLE ROD HANGERS IN LIEU OF SHELVING FOR BAG STORAGE 230 24" 40" 18" 100 24" 40" 36" 230 24" 40" 18" 1' - 6"3' - 0"3' - 0"3' - 0"1' - 6" 1' - 2 " 3' - 4 " CLEAR 4' - 0" O P E N T O B E Y O N D COUNTERTOP SUPPORT TACKABLE PANEL (SAW1) E4 A551 400 12" 52" 36" 400 12" 52" 36" 400 12" 52" 36" 400 12" 52" 36" ST1 COUNTER 4' - 6 " E4 A551 400 18" 86" 42" 400 18" 86" 42" 400 18" 86" 36" 400 18" 86" 36" 400 18" 86" 36" 400 18" 86" 36" DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 3 : 3 8 A M A253 INTERIOR ELEVATIONS - EXAM, TOILETS, STORAGE & PHARMACY 08/14/2023 23041 RPS, KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1/4" = 1'-0"H1 EXAM 111 - NORTH 1/4" = 1'-0"H2 EXAM 111 - EAST 1/4" = 1'-0"H4 EXAM 111 - SOUTH 1/4" = 1'-0"H6 EXAM 111 - WEST 1/4" = 1'-0"G1 TOILET 107 - NORTH 1/4" = 1'-0"G2 TOILET 107 - EAST 1/4" = 1'-0"G4 TOILET 107 - SOUTH 1/4" = 1'-0"G6 TOILET 107 - WEST 1/4" = 1'-0"E1 STAFF TOILET 116 - NORTH 1/4" = 1'-0"E2 STAFF TOILET 116 - EAST 1/4" = 1'-0"E4 STAFF TOILET 116 - SOUTH 1/4" = 1'-0"E6 STAFF TOILET 116 - WEST 1/4" = 1'-0"C7 PHARMACY - NORTH 1/4" = 1'-0"C9 PHARMACY - SOUTH 1/4" = 1'-0"A1 PHARMACY - WEST 1/4" = 1'-0"C1 PHARMACY OTC ISLAND - NORTH 1/4" = 1'-0"C4 PHARMACY OTC ISLAND - SOUTH 1/4" = 1'-0"A5 PHARMACY STORAGE 124A - EAST 1/4" = 1'-0"A7 PHARMACY STORAGE 124A - WEST REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 EWS3 EWS1 RS -1 FWS 1 EWS2 EWS3 RS -1 FWS 1 FIRST FLOOR 100' -0" B'C'D' T.O. EAST PARAPET 115' -9" FABDE A301 A8 A301 A6 121 OFFICE 103B PROVIDER CORRIDOR 103A PATIENT CORRIDOR104 NURSE 103 MEDICAL CORRIDOR E114 (E) EXAM E116 (E) EXAM E129 (E) CORRIDOR E134 (E) OPERATORY E141 (E) STORAGE C BEARING WALL ELEV. 112' -0" SLOPE INSULATION OVER TRUSS ANCHORED TO EXISTING DECK SLOPE 2 1/4" / 12" ROOF DRAINS. SEE PLUMBING DRAWINGS EXISTING CONCRETE WALL T.O. EAST WALL 4 113' -1" B.O. FOOTING 96' -0" FIRST FLOOR 100' -0" 5'4'3'2'1' T.O. EAST PARAPET 115' -9" 1 2 3 4 5 A301 A11 124 PHARMACY 124A PHARMACY STORAGE 113 EXAM 103A PATIENT CORRIDOR 114 EXAM116 STAFF TOILET 115 BREAK ROOM 103B PROVIDER CORRIDOR 6 T.O. EAST WALL 4 113' -1" B.O. FOOTING 96' -0" FIRST FLOOR 100' -0" T.O. TRIM WALL 104' -10" T.O. EAST PARAPET 115' -9" F BEARING WALL ELEV. 112' -0" RO 4' - 6 " 2' - 4 " 1/8" / 12" A501 A10 T.O. EAST WALL 4 113' -1" B.O. FOOTING 96' -0" A602 E10 A602 C7 A501 A2 FIRST FLOOR 100' -0" T.O. TRIM WALL 104' -10" T.O. EAST PARAPET 115' -9" 5 6 2' - 0 " 7' - 0 " 1/8" / 12" T.O. EAST WALL 4 113' -1" B.O. FOOTING 96' -0" A602 E10 A602 C10 A501 A2 FIRST FLOOR 100' -0" D' BEARING WALL ELEV. 112' -0" A501 A6 EXISTING CONCRETE WALL T.O. EAST WALL 4 113' -1" ROOF DRAIN, SEE PLUBMING DRAWINGS MODIFY/PATCH EXISTING CEILING ASSEMBLY AS REQUIRED DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 3 : 4 2 A M A301 BUILDING & WALL SECTIONS 08/14/2023 23041 BRB, RPS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1/8" = 1'-0"E1 BUILDING SECTION - NORTH/SOUTH THRU NURSE STATION 1/8" = 1'-0"H1 BUILDING SECTION - EAST/WEST THRU PHARMACY 1/2" = 1'-0"A8 SECTION THRU STANDARD WINDOW 1/2" = 1'-0"A11 SECTION THRU CLERESTORY WINDOW 1/2" = 1'-0"A6 BUILDING SECTION - NORTH/SOUTH THRU NURSE STATION REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 RS RS -1 EWS2 EWS 3 FWS1 VENT PIPE OR STRUCTURAL SUPPORT STAINLESS STEEL CLAMPING RING PRE-FORMED SEAMLESS PIPE FLASHING BOOT 1' - 0 " T Y P TO FILL ANY GAPS IN INSULATION WATER CUT-OFF MASTIC CLOSED-CELL SPRAY POLYURETHANE FOAM INSULATION TURN VAPOR RETARDER 90 DEGREES, FLASH 3" UP PIPE WITH UNCURED FLASHING ROOF SYSTEM STANDARD JOINT SEALANT FULLY ADHERED MEMBRANE ROOFING 2'-0" AT 1/2":12" SLOPE MI N 6" ROOF DRAIN PREFABRICATED INSULATED SUMP @ D R A I N 5" M I N FULLY ADHERED MEMBRANE ROOFING F 2 1/2 " WELDABLE FLASHING WITH DRIP EDGE 1/8" / 12" CANT STUCCO BUILT-UP CORNICE TO MATCH EXISITING WRAP FULLY ADHERED MEMBRANE OVER STUCCO TRIM STRUCTURAL FRAMING -SEE STRUCTURAL DRAWINGS PLYWOOD SHEATHING CEMENT BACKER BOARD WATERPROOF MEMBRANE ROOF SYSTEM STANDARD 6" SEAM TAPE SPLICE & LAP SEALING SEE STRUCTURAL DRAWINGS SLOPED INSULATION OVER EXISTING DECK ROOF SYSTEM FLASHING MEMBRANE ROOF SYSTEM STANDARD 6" SEAM TAPE SPLICE & LAP SEALING ROOF SYSTEM FLASHING MEMBRANE ADDITIONEXISTING 6" M I N METAL FRAMING AT SOFFITS @ 16" OC WOOD PANELING & TRIM AT SOFFIT, FINISH AND PROFILE TO MATCH CASEWORK SEE REFLECTED CEILING PLAN DETAILS FOR WOOD CEILING & RECESSED LIGHT INFORMATION ROOF HATCH WOOD BLOCKING, AS REQUIRED TYPICAL ROOF SYSTEM. REFER TO TO ROOF PLAN SEAM FASTENING PLATE ROOF SYSTEM FLASHING MEMBRANE ROOF SYSTEM STANDARD 6" SEAM TAPE SPLICE & LAP SEALING ROOF SYSTEM STANDARD 6" SEAM TAPE SPLICE & LAP SEALING SEAM FASTENING PLATE MECHANICAL UNIT FRAMING AS REQUIRED AT OPENING FULLY ADHERED MEMBRANE ROOFING ROOF SYSTEM FLASHING MEMBRANE, WRAP UP AND OVER TOP OF CURB WRAP VAPOR RETARDER 90 DEGREES UP CURB TO 3" ABOVE COVER BOARD PRE-FABRICATED INSULATED EQUIPMENT CURB BY DIV 23 1' - 0 " T Y P WOOD BLOCKING, AS REQUIRED METAL FLASHING, UNDER VERTICAL MEMBRANE CEMENTITIOUS PARGING OVER WATERPROOFING TO 8" BELOW GRADE GRANULAR FILL SLOPE GRADE AWAY FROM WALL DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 3 : 4 3 A M A501 EXTERIOR DETAILS 08/14/2023 23041 KAS, RPS, BRB 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1 1/2" = 1'-0"F10 ROOF DETAIL - STRUCTURAL SUPPORT OR VENT PIPE DETAIL 1 1/2" = 1'-0"D10 ROOF DETAIL - ROOF DRAIN - 4' SUMP 1 1/2" = 1'-0"A10 ROOF DETAIL - CORNICE 1 1/2" = 1'-0"A6 ROOF DETAIL - EXPANSION JOINT DETAIL AT ROOF-TO-ROOF INTERSECTION 1 1/2" = 1'-0"D6 ROOF DETAIL - ROOF HATCH 1 1/2" = 1'-0"H10 ROOF DETAIL - TYPICAL EQUIPMENT CURB 3" = 1'-0"A2 SLAB ON GRADE AT EXTERIOR WALL - PARGING REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 4" 2' - 1 0 " U O N 4" 3" 2' - 1" UON 4 1 / 2 " 1" BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS COUNTERTOP CABINET DRAWER CABINET DOOR CABINET CONTINUOUS BASE ADJUSTABLE SHELF PULLPULL 7' -2" A F F U O N 1' - 0" UON 3/4"2" 2' - 6 " U O N SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS CABINET ADJUSTABLE SHELF CABINET DOOR 3/4" X 2" VALANCE TO MATCH CABINET UNDERCABINET LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS PULL 1' - 1" UON 7' -2" A F F U O N 1' - 1" UON 3/4" 2' - 6 " U O N 1'-5" 1' - 2 " 2" SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS CABINET DOOR CABINET 3/4" SHELF, BACK AND SIDE PANELS 3/4" SHELF, BACK AND SIDE PANELS 3/4" X 2" VALANCE TO MATCH CABINET MICROWAVE, NIC PULL DEDICATED ELECTRIC OUTLET FOR MICROWAVE EDGE OF SHELF TO HAVE 1 1/2" RADIUS BOTH OUTSIDE CORNERS 1' - 0" UON 4" 2' - 1 0 " U O N 4" 2' - 1" UON 1" 4 1 / 2 " 3 E Q 3" BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS CABINET DRAWER CABINET CONTINUOUS BASE PULL COUNTERTOP 4" 2' - 1 0 " U O N 4" 3" 2' - 1" UON 1" BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS COUNTERTOP ADJUSTABLE SHELF CABINET DOOR CABINET CONTINUOUS BASE PULL 4" CONTINUOUS BASECONTINUOUS BASE END PANEL , WHERE INDICATED SINK, SEE PLUMBING DRAWINGS FOR MORE INFORMATION 2' - 1 0 " U . O . N . UO N 4" 1" 2' - 1" UON 3" 6" U O N PROVIDE QUICK RETURN DRAIN; SEE PLUMBING DRAWINGS EXTEND INTEGRAL BACKSPLASH AND SIDESPLASH TO UNDERSIDE OF WALL CABINET ABOVE WHERE INDICATED ON INTERIOR ELEVATIONS. EXTEND INTEGRAL BACKSPLASH AND SIDESPLASH TO UNDERSIDE OF WALL CABINET ABOVE WHERE INDICATED ON INTERIOR ELEVATIONS. APRON: PLASTIC LAMINATE ON MARINE-GRADE CORE REMOVABLE PIPE SHIELD: PLASTIC LAMINATE ON MARINE-GRADE CORE 1" ALUMINUM ANGLE SUPPORTS FULL-HEIGHT OF PANEL WITH KEY-HOLED SLOTS MAINTAIN REQUIRED ACCESSIBLE KNEE AND TOE CLEARANCES 2' - 0" UON 7' - 2 " U O N 3" 4" SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS CONTINUOUS BASE CABINET DOOR TALL CABINET PULL PROVIDE FOUR (4) 3/4" ADJUSTABLE SHELVES AT HALF-HEIGHT FIXED SHELF 1" 1 1 / 2 " PLASTIC LAMINATE 3/4" CORE3/4" CORE 1" 1/16" STAINLESS STEEL BREAK FORMED METAL ALL 4 SIDES AND SILL MAGNETIC CATCH PLASTIC LAMINATE CLAD 3/4" PARTICLE BOARD DOOR WIRE PULL SELF-CLOSING SPRING HINGES 2(TOTAL) LABORATORY SIDE TOILET ROOM SIDE PLASTIC LAMINATE CLAD 3/4" PARTICLE BOARD DOOR WIRE PULL SELF-CLOSING SPRING HINGES 2(TOTAL) WALL CONSTRUCTION, PROVIDE BLOCKING AS REQUIRED VA R I E S 4" 2' - 1 0 " U O N 4" 2' - 1" UON 1" 4 1 / 2 " EQ EQ 3" BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS COUNTERTOP PULL CONTINUOUS BASE CABINET DRAWER CABINET 4" 2' - 1 0 " U O N 4" 2' - 1" UON BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS COUNTERTOP ADJUSTABLE SHELF CABINET CONTINUOUS BASE 4" 2' - 1" UON 2' - 1 0 " U O N 4" 3" 1" COUNTERTOP CONTINUOUS BASE DOOR-MOUNTED PULL OUT HARDWARE AND WASTE CONTAINERS CABINET PULL BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS TRASH BINS 2' - 1" UON 2' - 1 0 " U O N 4" 3" 4 1 / 2 " 1" 4" CONTINUOUS BASE DOOR-MOUNTED PULL OUT HARDWARE AND WASTE CONTAINERS COUNTERTOP CABINET DRAWER ? BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS ? CABINET PULL 2' - 0" UON 7' - 2 " U O N 4" 1' - 11" SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS TALL CABINET CONTINUOUS BASE PROVIDE FOUR (4) 3/4" ADJUSTABLE SHELVES AT HALF-HEIGHT FIXED SHELF 3" COUNTERTOP SUPPORT BRACKET GRANITE WORK SURFACE (ST1) POLISHED FINISH WITH RAW EDGE PROFILE (E2) TACKABLE PANEL (SAW1) WHERE NOTED ON ELEVATIONS GYPSUM BOARD NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED GROMMETS, COORDINATE LOCATION WITH OWNER IN THE FIELD PROVIDE PATHWAYS FOR FUTURE ELECTRICAL/DATA RUNS STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) GRANITE TRANSACTION TOP (ST1) POLISHED FINISH WITH RAW EDGE PROFILE (E2) 3' - 6 " T Y P I C A L B U T V A R I E S , S E E E L E V A T I O N S WOOD PANELING, COUNTER SUPPORTS AND TRIM, DISTRESSED AND PAINTED TO MATCH EXISTING FINISHES 1' - 1" 2' - 6 " 2" 2" COUNTERTOP SUPPORT BRACKET CONTINUOUS GRANITE WORK SURFACE, POLISHED FINISH WITH RAW EDGE PROFILE (ST1) GYPSUM BOARD NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED GROMMETS, COORDINATE LOCATION WITH OWNER IN THE FIELD PROVIDE PATHWAYS FOR FUTURE ELECTRICAL/DATA RUNS STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) WOOD PANELING, COUNTER SUPPORTS AND TRIM, DISTRESSED AND PAINTED TO MATCH EXISTING FINISHES 2' - 6 " 2" 1' - 0"2' - 5 1/2" PLASTIC LAMINATE WORK SURFACE (PL2), SOFT EDGE PROFILE (E1) GYPSUM BOARD NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED GROMMETS, COORDINATE LOCATION WITH OWNER IN THE FIELD PROVIDE PATHWAYS FOR FUTURE ELECTRICAL/DATA RUNS STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) 4' - 6 " 2' - 0" CASEWORK AS SCHEDULED TYP 1" TACKABLE PANEL (SAW1) WHERE NOTED ON ELEVATIONS 1' - 7 1/4" GRANITE TOP (ST1) POLISHED FINISH WITH RAW EDGE PROFILE (E2) A551 C3 2" 3' - 4 " 1 1 / 2 " CONTINUOUS GRANITE WORK SURFACE (ST1) POLISHED FINISH WITH RAW EDGE PROFILE (E2) GYPSUM BOARD NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED GROMMETS, COORDINATE LOCATION WITH OWNER IN THE FIELD PROVIDE PATHWAYS FOR FUTURE ELECTRICAL/DATA RUNS STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) WOOD PANELING, COUNTER SUPPORTS AND TRIM, DISTRESSED AND PAINTED TO MATCH EXISTING FINISHES 3' - 4 " 2" 1' - 0"2' - 6 1/2" 2' - 0" COORDINATE CUTOUTS IN CASEWORK AS REQUIRED FOR POWER & DATA OUTLETS, SEE ELECTRICAL DRAWINGS CASEWORK AS SCHEDULED DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 3 : 4 6 A M A551 INTERIOR DETAILS - MILLWORK 08/14/2023 23041 RPS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 3/4" = 1'-0"A8 CDS 211, 212, 222 - BASE CABINET - DRAWER AND DOOR 3/4" = 1'-0"C6 CDS 301M, 302M, 309M - WALL HUNG CABINET - DOOR 3/4" = 1'-0"C8 CDS 326M - WALL HUNG CABINET WITH MICROWAVE 3/4" = 1'-0"A4 CDS 254 - BASE CABINET - 4 DRAWER 3/4" = 1'-0"A9 CDS 101, 102 - BASE CABINET - DOOR 3/4" = 1'-0"C10 CDS 155 - SINK CABINET 3/4" = 1'-0"E8 CDS 401, 402, 411, 412 - TALL STORAGE CABINET - DOOR 6" = 1'-0"C3 COUNTER EDGE - PLASTIC LAMINATE - SOFT EDGE (E1) 1 1/2" = 1'-0"C1 PASS-THROUGH SPECIMEN CABINET 3/4" = 1'-0"A6 CDS 230 - BASE CABINET - 3 DRAWER 3/4" = 1'-0"A11 CDS 100 - BASE CABINET - OPEN 3/4" = 1'-0"A3 CDS 903 - BASE CABINET - DOOR MOUNTED BINS 3/4" = 1'-0"A1 CDS 904 - BASE CABINET - DRAWER AND DOOR MOUNTED BINS 3/4" = 1'-0"E10 CDS 400, 410 - TALL STORAGE CABINET 1 1/2" = 1'-0"E1 HIGH COUNTER WITH WORKSTATION 1 1/2" = 1'-0"G1 LOW COUNTER WITH WORKSTATION (ADA FRONT APPROACH) 1 1/2" = 1'-0"E4 PHARMACY OTC WORKSTATION 1 1/2" = 1'-0"E7 PHARMACY TRANSACTION COUNTER REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CASEWORK HEIGHT REFER TO ELEVATIONS CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP SUSPENSION WIRE WALL ANGLE GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL SUSPENSION TEE FACE OF WALL SUSPENSION WIRE FACE OF WALL GYPSUM BOARD 6" U O N SUSPENSION WIRE GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL WALL ANGLE GYPSUM BOARD NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED 1' -1" @ WALL CABINETS TYPICAL, UON CORNERBEAD FACE OF WALL 1' - 1" 6" U O N 2" M I N WALL ANGLE NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED GYPSUM BOARD GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL SUSPENSION WIRE 5" CORNERBEAD 6" U O N PROVIDE WOOD BLOCKING FOR SOFFIT BRACING AS REQUIRED GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL WALL ANGLE PLASTIC LAMINATE FILLER PANEL TO MATCH CABINET BELOW SUSPENSION WIRE 3" GYPSUM BOARD CORNERBEAD FACE OF WALL NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED SUSPENSION WIRE GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL LED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS SUSPENSION WIRE 6"X6" CROWN MOLDING, DISTRESSED AND PAINTED TO MATCH EXISTING MILLWORK SUSPENSION SYSTEM WITH CONCEALED FASTENERS BASIS OF DESIGN: 9WOOD 2700 KERF REVEAL LINEAR STYLE 2717-2 2" 1/ 4 " RECESSED LED LIGHT FIXTURE 5/8" GYPSUM BOARD 1/16" 6" GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL SUSPENSION WIRE LED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS 6"X6" CROWN MOLDING 1/16"6" ALIGN TOP JOINT WITH CEILING HEIGHT, EXTEND WALL FINISH ONE PANEL BEYOND CEILING HEIGHT AS SHOWN RECESSED LED LIGHT FIXTURE (WHERE NOTED). PROVIDE WOOD TRIM EDGE TRANSITION AT NON-LIGHT LOCATIONS SUSPENSION SYSTEM WITH CONCEALED FASTENERS BASIS OF DESIGN: 9WOOD 2700 KERF REVEAL LINEAR STYLE 2717-2 AT CEILING AND WALL SUSPENSION WIRE FACE OF WALL 1/2" PLYWOOD FURRING WITH CONCEALED FASTENER SYSTEM FOR WALL PANELING DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 3 : 4 7 A M A561 RCP DETAILS 08/14/2023 23041 RPS, BRB 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1 1/2" = 1'-0"H10 TYP CEILING DETAIL - APC AT WALL - TEGULAR 1 1/2" = 1'-0"H8 TYP CEILING DETAIL - GYPSUM BOARD AT WALL 1 1/2" = 1'-0"F1 CEILING DETAIL - GYPSUM BOARD TO APC - TEGULAR 1 1/2" = 1'-0"F4 CEILING DETAIL - GYPSUM BOARD SOFFIT - WOOD CEILING 1 1/2" = 1'-0"F10 CEILING DETAIL - CEILING TO PLASTIC LAMINATE CASEWORK WRAP 1 1/2" = 1'-0"F7 CEILING DETAIL - GYPSUM BOARD CEILING TO GYPSUM BOARD SOFFIT 1 1/2" = 1'-0"A6 CEILING DETAIL - LED FIXTURE AT CROWN MOLDING 1 1/2" = 1'-0"A10 CEILING DETAIL - LED FIXTURE 1 1/2" = 1'-0"D1 CEILING DETAIL - WOOD WALL & CEILING SYSTEM CONDITION REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 ABBREVIATION DEFINITION LA LOCAL ALARM EO EXIT ONLY CR CARD READER EL ELECTRONIC LOCK PT POWER TRANSFER AO AUTOMATIC DOOR OPERATOR HO HOLD OPEN AS ACOUSTIC SEALS UC UNDERCUT DOOR 1 1/2" FL FIXED LEAF RM REMOVABLE MULLION HM HOLLOW METAL AL ALUMINUM WD WOOD ISF INTERIOR STORE FRONT ESF EXTERIOR STORE FRONT BL BORROWED LIGHT ABBREVIATIONS LEGEND ECW EXTERIOR CURTAIN WALL SF STOPLESS FRAME CL CLOSER ABBREVIATION GLASS G GLASS TG NG AG TAG WG WIRED GLASS MONOLITHIC LG LAMINATED GLASS LAMINATED INSULATING IG INSULATING GLASS TEMPERED GLASS SPANDREL GLASS TRANSLUCENT GLASS TEMPERED TRANSLUCENT GLASS LAG LAMINATED TRANSLUCENT GLASS LG-C1 LAMINATED GLASS COLOR 1 IAG INSULATING TRANSLUCENT GLASS ITAG INSULATING TEMPERED TRANSLUCENT GLASS ING INSULATING SPANDREL GLASS ITNG INSULATING TEMPERED SPANDREL GLASS ITG INSULATING TEMPERED GLASS R REFER TO INTERIOR ELEVATIONS FOR GLAZING TYPES (MULTIPLE TYPES PER FRAME) REFER TO SPECIFICATION SECTION 088000 'GLAZING' FOR ADDITIONAL INFORMATION GLASS TYPES LEGEND ILG INSULATING LAMINATED GLASS D1 D7 10 " DOOR TYPE GENERAL NOTES: 1. FOR HOLLOW METAL AND WOOD DOORS, STILES AND TOP RAIL TO BE 6”UON 2. FOR ALUMINUM DOORS (WIDE STILE), STILES AND TOP RAIL TO BE 5” 3. FOR ALUMINUM DOORS (MEDIUM STILE), STILES AND TOP RAIL TO BE 3-1/2” 4. ALL DOORS TO HAVE 10”BOTTOM RAIL PER ICC/ANSI A117.1-2017, 404.2.9 5. THE BOTTOM EDGE OF VISION LITES TO BE 3’-6”AFF TO MEET THE REQUIREMENTS OF ICC/ANSI A117.1-2017, 404.2.10 UNLESS OTHERWISE NOTED. F1 2"VARIES 2" 6' - 8 " T Y P 2" WOOD DOOR/FRAME WITH DECORATIVE WOOD TRIM TO MATCH EXISTING INTERIOR ALUMINUM STOREFRONT, DARK BRONZE ANODIZED EXTERIOR, THERMALLY BROKEN ALUMINUM STOREFRONT, DARK BRONZE ANODIZED EXTERIOR, THERMALLY BROKEN ALUMINUM STOREFRONT, DARK BRONZE ANODIZED TYP AT WALL RETURN 1/4" 4" UON 1/ 4 " ALUMINUM STOREFRONT WOOD SHIM BACKER ROD AND SEALANT BOTH SIDES DOOR WALL CONSTRUCTION, PROVIDE BLOCKING AS REQUIRED 1/4" 1/ 4 " WALL CONSTRUCTION, PROVIDE BLOCKING AS REQUIRED WOOD SHIM ALUMINUM STOREFRONT DOOR WALL CONSTRUCTION, PROVIDE BLOCKING AS REQUIRED 2" 6' - 6 " 2" 2' - 0 " 2" 3' - 0" 2" 1' - 5" 2" 3' - 0" 2" 1' - 5"2" 6' - 6" 9' - 0 " F2 D8 A601 SIM D10 A601 SIM 2"6' - 4"2" 6' - 8" 2" 3' - 6 " 2" 3' - 1 0 " A3 A601 A5 A601 F3 2" 6' - 6 " 2" 1' - 6 " 2" 8' - 6 " 2"1' - 5"2"3' - 0"2"1' - 5"2" 6' - 6" 3' - 0" D8 A601 SIM D10 A601 SIM VA R I E S WOOD SHIM ATTACH FRAME TO WALL WITH SCREWS CONCEALED BEHIND STOP WALL CONSTRUCTION, PROVIDE BLOCKING AS REQUIRED STOP ON SECURE SIDE OF FRAME WOOD TRIM TO MATCH EXISTING DOOR, SEE DOOR SCHEDULE VARIES WOOD SHIM ATTACH FRAME TO WALL WITH SCREWS CONCEALED BEHIND STOP WALL CONSTRUCTION, PROVIDE BLOCKING AS REQUIRED STOP ON SECURE SIDE OF FRAME WOOD TRIM TO MATCH EXISTING DOOR, SEE DOOR SCHEDULE WOOD SHIM ATTACH FRAME TO WALL WITH SCREWS CONCEALED BEHIND STOP WALL CONSTRUCTION, PROVIDE BLOCKING AS REQUIRED WOOD TRIM TO MATCH EXISTING EQEQ GLAZING SET IN ACOUSTICAL SEALANT STOP ON SECURE SIDE OF FRAME VA R I E S WOOD SHIM ATTACH FRAME TO WALL WITH SCREWS CONCEALED BEHIND STOP WALL CONSTRUCTION, PROVIDE BLOCKING AS REQUIRED WOOD TRIM TO MATCH EXISTING EQ EQ GLAZING SET IN ACOUSTICAL SEALANT STOP ON SECURE SIDE OF FRAME F4 2"VARIES 2" VARIES 2" 6' - 8 " 6' - 1 0 " D8 A601 SIM D10 A601 SIM DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 3 : 5 0 A M A601 DOOR SCHEDULE & DETAILS 08/14/2023 23041 KAS, BRB 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1/4" = 1'-0" DOOR TYPES 1/4" = 1'-0" FRAME TYPES DOOR AND FRAME SCHEDULE DOOR NUMBER ROOM NUMBER ROOM NAME FIRE RATING FRAME DOOR HARDWARE GROUP REMARKS COORDINATION NOTES DOOR NUMBERELEV MATERIAL HEAD JAMB GLAZING TYPE MATERIAL WIDTH HEIGHT GLAZING 100A 100 MEDICAL WAITING - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8"- 2 CARD READER 100A 101A 101 CHECK-IN / OUT - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" -4 101A 103B A 103B PROVIDER CORRIDOR - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 7 103B A 103B B 103B PROVIDER CORRIDOR - F4 AL D8 D10 - D7 AL 3' - 6" 6' - 8" ITG 1 CARD READER 103B B 105A 105 LAB - F1 WD F8 (SIM) F10 (SIM) - - - CASED OPENING 105A 105B 105 LAB - F8 (SIM) F10 (SIM) - 105B 106A 106 PROCEDURE - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 4 106A 106A A 106A SOILED & EQUIPMENT - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 6 106A A 107A 107 TOILET - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 3 107A 108A 108 WOMEN'S EXAM - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 4 108A 109A 109 PEDS EXAM - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 4 109A 110A 110 EXAM - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 4 110A 111A 111 EXAM - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 4 111A 112A 112 EXAM - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 4 112A 113 113 EXAM - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 4 113 114A 114 EXAM - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 4 114A 115A 115 BREAK ROOM - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 4 115A 116A 116 STAFF TOILET - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 3 116A 117A 117 CORRIDOR 90 MIN F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 8 MAGNETIC HOLDOPEN 117A 117A A 117A IT/DATA - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 2 CARD READER 117A A 117B 117 CORRIDOR - F4 AL D8 D10 - D7 AL 3' - 0" 6' - 8" ITG 1 CARD READER 117B 117C 117 CORRIDOR - F1 WD F8 (SIM) F10 (SIM) - - 117C 118A 118 OFFICE - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 5 118A 119A 119 OFFICE - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 5 119A 120A 120 OFFICE - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 5 120A 121A 121 OFFICE - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 5 121A 122A 122 OFFICE - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 5 122A 123A 123 MEDICAL STORAGE - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8"- 2 CARD READER 123A 124A 125 PHARMACY WAITING - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 2 CARD READER 124A 124A A 124A PHARMACY STORAGE - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 2 CARD READER 124A A 124B 124 PHARMACY - F1 WD - D1 WD 3' - 6" 6' - 8" - 2 CARD READER 124B 125A 125 PHARMACY WAITING - F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 10 125A 125B 125 PHARMACY WAITING - F1 WD F8 (SIM) F10 (SIM) - - CASED OPENING 125B 126A 126 PHARMACY VESTIBULE - F2 AL D8 D10 ITG D7 AL 3' - 0" 6' - 8" ITG 1 CARD READER 126A 126B 125 PHARMACY WAITING - F3 AL D8 D10 ITG D7 AL 3' - 0" 6' - 8" ITG 1 CARD READER 126B 143A E143A CORRIDOR 90 MIN F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8"- 8 MAGNETIC HOLDOPEN 143A 143B A E143B CORRIDOR 90 MIN F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 8 MAGNETIC HOLDOPEN 143B A 143B B E143B CORRIDOR 90 MIN F1 WD F8 F10 - D1 WD 3' - 0" 6' - 8" - 9 143B B 3" = 1'-0"D10 ALUMINUM STOREFRONT DOOR JAMB 3" = 1'-0"D8 ALUMINUM STOREFRONT DOOR HEAD 1/4" = 1'-0"A1 BORROWED LITE BL1 - ELEVATION 3" = 1'-0"F10 STILE AND RAIL DOOR JAMB 3" = 1'-0"F8 STILE AND RAIL DOOR HEAD HARDWARE GROUP 1 (EXTERIOR DOOR WITH CARD READER) (3) HINGE (HEAVY WEIGHT) T4A3386 (NRP) US10BE MK (1) RIM EXIT DEVICE 6200 121NL 2109 MK 613E YA (1) ELECTRIC STRIKE 9600 613E HS ⚡ (1) DOOR CLOSER UNI3501 690 YA (1) DROP PLATE 3148 (AS REQUIRED) 690 YA (1) KICK PLATE K1050 8" US10BE RO (1) THRESHOLD 271D PE (1) GASKETING 2893DV PE (1) SWEEP 57DV PE (1) FRAME HARNESS QC-C1500P (AS REQUIRED) MK ⚡ (1) POWER SUPPLY (PROVIDED BY ACCESS CONTROL) (1) CARD READER (PROVIDED BY ACCESS CONTROL) NOTES: DOORS 103B & 117B NORMALLY CLOSED AND LOCKED AT ALL TIMES. DOORS 126A & 126B NORMALLY CLOSED AND LOCKED AFTER HOURS, OPEN DURING BUSINESS HOURS. ENTRY BY VALID CREDENTIAL RELEASING THE ELECTRIC STRIKE; FREE EGRESS AT ALL TIMES. PROVIDE SPECIFIED PERIMETER SEALS AS REQUIRED. HARDWARE GROUP 2 (INTERIOR DOOR WITH CARD READER) (3) HINGE (HEAVY WEIGHT) T4A3386 (NRP) US10BE MK (1) PASSAGE LATCH 11 NW US10BP YR (1) ELECTRIC STRIKE 9600 613E HS ⚡ (1) DOOR CLOSER UNI3501 690 YA (1) KICK PLATE K1050 8" US10BE RO (1) GASKETING 2893DV PE (1) FRAME HARNESS QC-C1500P (AS REQUIRED) MK ⚡ (1) POWER SUPPLY (PROVIDED BY ACCESS CONTROL) (1) CARD READER (PROVIDED BY ACCESS CONTROL) NOTES: DOORS NORMALLY CLOSED AND LOCKED AT ALL TIMES. ENTRY BY VALID CREDENTIAL RELEASING THE ELECTRIC STRIKE; FREE EGRESS AT ALL TIMES. HARDWARE GROUP 3 (TOILET ROOMS) (3)HINGE (STANDARD WEIGHT) TA2714 US10BE MK (1) PRIVACY LOCK 21 NW US10BP YR (1)DOOR CLOSER 2701 690 YA (1)KICK PLATE K1050 8" US10BE RO (1)DOOR STOP 406/409/441H (TYPE AS REQ) US10BE RO (1)GASKETING S44D PE (2)COAT HOOK 796 US10B RO HARDWARE GROUP 4 (EXAM ROOMS) (3)HINGE (STANDARD WEIGHT) TA2714 US10BE MK (1) PASSAGE LOCK11 NW US10BP YR (1)DOOR STOP 406/409/441H (TYPE AS REQ) US10BE RO (3)SILENCER 690 RO (2)COAT HOOK 796 US10B RO HARDWARE GROUP 5 (OFFICES) (3)HINGE (STANDARD WEIGHT) TA2714 US10BE MK (1) OFFICE LOCK71 NW SC-1-6 MK US10BP YR (1)DOOR STOP 406/409/441H (TYPE AS REQ) US10BE RO (3)SILENCER 690 RO (2)COAT HOOK 796 US10B RO HARDWARE GROUP 6 (SOILED/EQUIPMENT) (3)HINGE (STANDARD WEIGHT) TA2714 US10BE MK (1) STOREROOM LOCK 79 NW SC-1-US10BP YR (1)SURFACE OVERHEAD STOP 10-X36 690 RF (3)SILENCER 690 RO HARDWARE GROUP 7 (PROVIDER CORRIDOR) (3)HINGE (STANDARD WEIGHT) TA2714 US10BE MK (1) PASSAGE LOCK11 NW US10BP YR (1)DOOR CLOSER 2701 690 YA (1)DOOR STOP 406/409/441H (TYPE AS REQ) US10BE RO (3)SILENCER 690 RO HARDWARE GROUP 8 (FIRE RATED CORRIDOR DOORS WITH HOLDOPEN) (3) HINGE (HEAVY WEIGHT) T4A3386 (NRP) US10BE MK (1) RIM EXIT DEVICE 6200 121NL 2109 MK 613E YA (1) DOOR CLOSER UNI3501 690 YA (1) DROP PLATE 3148 (AS REQUIRED) 690 YA (1) KICK PLATE K1050 8" US10BE RO (1) GASKETING 2893DV PE (1) SWEEP 57DV PE (1) FRAME HARNESS QC-C1500P (AS REQUIRED) MK ⚡ (1) POWER SUPPLY (PROVIDED BY ACCESS CONTROL) (1) MAGNETIC HOLDOPEN (PROVIDED BY ACCESS CONTROL/FIRE ALARM) NOTES: DOORS TYPICALLY HELD OPEN BY MAGNET, RELEASED UPON FIRE ALARM ACTIVATION FREE EGRESS AT ALL TIMES. ALL HARDWARE MUST BE FIRE RATED HARDWARE GROUP 9 (FIRE RATED STORAGE ROOM) (3)HINGE (STANDARD WEIGHT) TA2714 US10BE MK (1) STOREROOM LOCK 79 NW SC-1-US10BP YR (1) DOOR CLOSER UNI3501 690 YA (1) DROP PLATE 3148 (AS REQUIRED) 690 YA (1) GASKETING 2893DV PE (1) SWEEP 57DV PE NOTES: ALL HARDWARE MUST BE FIRE RATED HARDWARE GROUP 10 (PHARMACY WAITING ACCESS DOOR) (3)HINGE (STANDARD WEIGHT) TA2714 US10BE MK (1) CLASSROOM LOCK 76 NW SC-1-6 MK US10BP YR (1)DOOR STOP 406/409/441H (TYPE AS REQ) US10BE RO (3)SILENCER 690 RO3" = 1'-0"A3 BORROWED LITE HEAD 3" = 1'-0"A5 BORROWED LITE JAMB F1 WD -- - - -4' -0" 3' -0" 6' -8" 6' -8"-CASED OPENING 3' -0"6' -8"-CASED OPENING--- 3' -0"6' -8"---- REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 EWS EWS 2 EW S 2 EWS 3 EW S 3 ALUMINUM STOREFRONT WOOD BLOCKING BACKER ROD AND SEALANT ALUMINUM FLASHING WITH DRIP EDGE TO MATCH STOREFRONT FRAME FINISHSEALANT, ENTIRE PERIMETER 6" EIFS FOAM TRIM 1/2" 1/ 2 " ALUMINUM STOREFRONT ALUMINUM SILL TO MATCH STOREFRONT FRAME FINISH, EXTEND SILL BENEATH STOREFRONT FRAME AND SEAL SILL PAN FLASHING WITH END DAMS TO MATCH STOREFRONT FRAME FINISH 1 1 / 3 2 " SEALANT SEALANT SEALANT BACKER ROD AND SEALANT WOOD WINDOW STOOL WOOD BLOCKING WINDOW SILL ALUMINUM STOREFRONT SEALANT BACKER ROD AND SEALANT WOOD BLOCKING EIFS TRIM .125" ALUMINUM BREAK METAL TO MATCH STOREFRONT FRAME FINISH WINDOW STOOL BELOW SEALANT, ENTIRE PERIMETER 1/2" 1/ 2 " ALUMINUM STOREFRONT ALUMINUM SILL TO MATCH STOREFRONT FRAME FINISH, EXTEND SILL BENEATH STOREFRONT FRAME AND SEAL SILL PAN FLASHING WITH END DAMS TO MATCH STOREFRONT FRAME FINISH SEALANT SEALANT SEALANT BACKER ROD AND SEALANT WOOD WINDOW STOOL WOOD BLOCKING ALUMINUM STOREFRONT SEALANT BACKER ROD AND SEALANT WOOD BLOCKING .125" ALUMINUM BREAK METAL TO MATCH STOREFRONT FRAME FINISH WINDOW STOOL BELOW SEALANT, ENTIRE PERIMETER 2"2' - 10"2"2' - 10"2"2' - 10"2" 9' - 2" 2" 1' - 8 " 2" 7' - 0 " 2' - 0 " W1 W3 ± 4 ' - 6 " 2' - 4 " 2" 4' - 2 " 2" ± 6' - 0" 2"EQ 2"EQ 2"EQ 2" TO MATCH EXISTING W2 ± 4 ' - 6 " 2' - 4 " 2" 4' - 2 " 2" 4' - 0" 2"1' - 9" 2" 1' - 9"2" TO MATCH EXISTING DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 3 : 5 2 A M A602 WINDOW DETAILS 08/14/2023 23041 BRB, KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 3" = 1'-0"E10 EXTERIOR STOREFRONT HEAD DETAIL @ EIFS EXTERIOR WALL 3" = 1'-0"C10 EXTERIOR STOREFRONT SILL DETAIL @ EIFS EXTERIOR WALL 3" = 1'-0"A10 EXTERIOR STOREFRONT JAMB DETAIL @ EIFS EXTERIOR WALL 3" = 1'-0"C7 EXTERIOR STOREFRONT SILL DETAIL @ STONE VENEER EXTERIOR WALL 3" = 1'-0"A7 EXTERIOR STOREFRONT JAMB DETAIL @ STONE VENEER EXTERIOR WALL 1/4" = 1'-0"A1 EXTERIOR STOREFRONT ELEVATIONS REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 DN DN WH 107 TOILET 110 EXAM 109 PEDS EXAM 108 WOMEN'S EXAM 111 EXAM 112 EXAM 118 OFFICE 119 OFFICE 120 OFFICE 121 OFFICE 122 OFFICE 116 STAFF TOILET 106 PROCEDURE 102 ALCOVE 125 PHARMACY WAITING 124 PHARMACY 105 LAB 117A IT/DATA 104 NURSE 101 CHECK-IN / OUT 103A PATIENT CORRIDOR 103B PROVIDER CORRIDOR 126 PHARMACY VESTIBULE 123 MEDICAL STORAGE 113 EXAM 124A PHARMACY STORAGE 114 EXAM 115 BREAK ROOM 117 CORRIDOR 100 MEDICAL WAITING E143B CORRIDOR E143A CORRIDOR 103 MEDICAL CORRIDOR E100 (E) MEDICAL & DENTAL VESTIBULE E104 (E) TOILET E103 (E) TOILET E127 (E) DENTAL WAITING E128 (E) DENTAL RECEPTION E129 (E) CORRIDOR E130 (E) LAB E132 (E) OPERATORY E131 (E) OPERATORY E133 (E) OPERATORY E134 (E) OPERATORY E135 (E) OPERATORY E138 (E) CORRIDOR E136 (E) OPERATORY E137 (E) OPERATORY E139 (E) STORAGE E140 (E) IT E141 (E) STORAGE E142 (E) MECH. E112 (E) EXAM E113 (E) EXAM E114 (E) EXAM E115 (E) CORR. E116 (E) EXAM E117 (E) EXAM E118 (E) EXAM E111 (E) PROCEDURE E119 (E) CORRIDOR E120 (E) XRAY E125 (E) MEDICAL STORAGE E122 (E) LAB STORAGE E121 (E) LAB E123 (E) TOILET E126 (E) ELEC E143 (E) CORRIDOR E144 (E) OFFICE E168 (E) THERAPY VESTIBULE E166 (E) THERAPY WAITING E167 (E) TOILET E163 (E) OFFICE E164 (E) PLAY THERAPY E165 (E) THERAPY RECEPTION E145 (E) OFFICE E146 (E) MECH/ELEC E162 (E) TOILET E152 (E) CORRIDOR E161 (E) OFFICE E159 (E) OFFICE E157 (E) OFFICE E155 (E) OFFICE E154 (E) TOILET E160 (E) OFFICE E147 (E) OFFICE E148 (E) OFFICE E158 (E) OFFICE E156 (E) OFFICE E149 (E) OFFICE E150 (E) CORRIDOR E151 (E) CONFERENCE E153 (E) BREAKROOM 106A SOILED & EQUIPMENT BA G ST O R A G E BA G ST O R A G E OTC MED SHELVING TE C H W O R K A R E A TECH WORK AREA RECEPTION / CHECK IN-OUT CONSULTATION 1 1 1 3 3 1 2 2 2 7 1 45 4 6 8 8 2 1 1 1 9 10 11 13 12 12 1414 14 14 14 14 14 5749 15 15 15 15 15 15 15 17 15 15 15 15 17 17 17 17 14 19 38 26 50 49 49 33 46 5 6 6 65 6 TYPICAL EXAM 4 34 38 39 4041 6 18 18 18 18 18 18 18 18 1818 1818 40 41 TYPICAL OFFICE 6667 68 404121 25383819 20 6 22 6 UNDER COUNTER 2222 6767 42 42 34 40 36 39 38 41 33 53 5369 51 414048 52 67 68 4 4 34 42 38 39 42 44 40 41 66 33 60 51 414048 52 54 56 55 56 59 TYP OF 5 4070 70 70 64 61 62 6363 58 4041 27 1 GUEST WAITING CHAIR (OFOI) OFCI = OWNER FURNISHED, CONTRACTOR INSTALLED OFOI = OWNER FURNISHED, OWNER INSTALLED VFCC = VENDOR FURNISHED, CONTRACTOR TO COORDINATE WITH VENDOR AS REQUIRED IF NO CODE IN PARENTHESIS, ITEM IS BASE BID TO BE FURNISHED & INSTALLED BY THE CONTRACTOR 2 BARIATRIC GUEST WAITING CHAIR (OFOI) 3 4 GUEST CHAIR (OFOI) 5 BARIATRIC GUEST CHAIR (OFOI) 6 COPIER / PRINTER / FAX (OFOI) 7 CHILDREN'S STOOLS / FURNITURE (OFOI) 8 9 WATER FILL STATION 10 WHEELCHAIR SCALE (OFOI) 11 SCALE (OFOI) 12 PEDIATRIC SCALE (OFOI) 13 COAT / PURSE HOOKS 14 WORKSTATION -SINGLE MONITOR (OFOI) 15 WORKSTATION -DOUBLE MONITOR (OFOI) 16 CREDIT CARD READER (OFOI)17 PHONE / CALL CONSULE (OFOI)18 BLOOD DRAW CHAIR (OFOI)19 CENTRIFUGE (OFOI)20 URINAYLSIS (OFOI) 21 PICCOLO (OFOI) 22 AUTOCLAVE STERILIZER (OFOI) 23 TUBE ROCKERS (OFOI) 24 TUBE HOLDERS (OFOI) 25 SOFIA (OFOI) 26 27 28 29 30 VITALS CART (OFOI) 31 COUNTER PRINT / SCAN / COPY (OFOI) 33 CHOLESTECH (OFOI) ACR (OFOI)32 LABEL PRINTER (OFOI) 34 35 36 HBAIC (OFOI) SED RATE (OFOI) CBC HEMATOLOGY ANALYZER (OFOI) 37 SIDE TABLE (OFOI) 38 39 40 41 42 EXAM TABLE (OFOI) STOOL (OFOI) OVERHEAD EXAM LIGHT (OFCI) HYFRECATOR (OFOI) LIQUID NITROGREN TANK (OFOI) SHARPS CONTAINER (OFCI) OTOSCOPE (WALL-MOUNTED) (OFCI) PAPER TOWEL DISPENSER (OFCI) SOAP DISPENSER (OFCI) STAND, MAYO (OFOI) 43 44 45 46 47 48 49 50 51 52 GEL WARMER (OFOI) ULTRASOUND MACHINE (OFOI) FETAL HEART MONITOR (OFOI) TOILET W/ GRAB BARS REFRIGERATOR / FREEZER (OFOI) PASS THROUGH SPECIMEN MIRROR (OFCI) TOILET PAPER & NAPKIN BIN (OFCI) SOILED LINEN HAMPERS (OFOI) STOVE & RANGE HOOD (OFCI) 53 54 55 56 57 58 59 60 61 62 DISHWASHER (OFCI) MICROWAVE (OFOI) VENDING MACHINE (OFOI) MAGNETIC MARKERBOARD BAR HEIGHT STOOL (OFOI) BABY CHANGING TABLE DESK (OFOI) OFFICE TASK CHAIR (OFOI) 63 64 OFFICE GUEST CHAIR (OFOI) BOOKCASE (OFOI) PEDIATRIC EXAM TABLE (OFOI) PILL COUNTER (OFOI) 65 PHARMACY SHELVING (VFCC) 66 TRASH GROMMET 67 TELEVISION (OFOI) 68 TELEVISION BRACKET (OFCI) 69 UTILITY SHELF 70 CUP DISPENSER (OFCI) DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I WARNING: It is a violation of Idaho State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. Ithaca . Syracuse . Albany p 607 273 7600 www.holt.com 9/ 2 3 / 2 0 2 3 1 0 : 3 3 : 5 5 A M A801 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN 08/14/2023 23041 RPS. KAS 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 GR A N D P E A K S M E D I C A L RE X B U R G C L I N I C AD D I T I O N A N D A L T E R A T I O N T O 1/8" = 1'-0"A1 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN 0'2'4'8'16' FURNITURE AND EQUIPMENT SCHEDULE KEY PLAN REVISION SCHEDULE NAME DATE FOR PERMIT 8/14/2023 SUPPLY DIFFUSER (ARROWS INDICATE THROW) -(4-WAY SHOWN) RETURN GRILLE EXHAUST GRILLE FABRIC DUCT ROUND DUCT/ FLUE THRU ROOF OR FLOOR FLEX DUCT SUPPLY DUCT THRU ROOF OR FLOOR RETURN DUCT THRU ROOF OR FLOOR EXHAUST DUCT THRU ROOF OR FLOOR OUTSIDE AIR DUCT THRU ROOF OR FLOOR BALANCE DAMPER OPPOSED BLADE DAMPER BACKDRAFT DAMPER SIDEWALL OR DOOR GRILLE COMBINATION FIRE/SMOKE DAMPER SMOKE DETECTOR (DUCT MOUNTED) PARALLEL BLADE DAMPER SUPPLY AIR ELBOW UP DIMENSION DESCRIPTION: 1ST FIGURE = SIDE SHOWN 2ND FIGURE = SIDE NOT SHOWN ALL SIZES IN INCHES (TYPICAL) SUPPLY AIR ELBOW DOWN RETURN AIR ELBOW UP RETURN AIR ELBOW DOWN EXHAUST AIR ELBOW UP EXHAUST AIR ELBOW DOWN OUTSIDE AIR ELBOW UP OUTSIDE AIR ELBOW DOWN DOUBLE SIDE TRANSITION SINGLE SIDE TRANSITION ELBOW UP ELBOW DOWN 20"X18" 30° MAX 36"X12"24"X12" 30° MAX 36"X12"24"X12" ELBOW -RADIUS (R) = 1.5 X DIA DI A . R W R ELBOW -RADIUS (R) = 1.5 X W DIA. 15° MAX 90° OR 45° ELBOW 90° TAKE-OFF SIZE TRANSITION SQUARE TO ROUND TRANSITION 90° MITERED BELOW DUCT DOWN DUCT ACOUSTICALLY-LINED DUCTWORK VOLUME DAMPER WITH OPPOSED BLADES RADIUS SPLITTER TAKE-OFF 45° TAKE-OFF 90° CONICAL TAKE-OFF DUCT DOWN ANGLE TAKE-OFF RADIUS TAKE-OFF F/S S DISCONNECT SWITCH FUSE ON-OFF SWITCH NORMALLY OPEN ELECTRICAL CONTACT (NO) NORMALLY CLOSED ELECTRICAL CONTACT (NC) THERMOSTAT WALL-MOUNT TEMPERATURE SENSOR HUMIDITY SENSOR TEMPERATURE SENSOR (DUCT OR PIPE MOUNTED) PRESSURE SWITCH HUMIDITY SENSOR (DUCT MOUNTED) TEMPERATURE SENSOR (AVERAGING TYPE) TS HS TS T (ROOM OR UNIT#) TS (ROOM OR UNIT#) HS (ROOM OR UNIT#) PR (ROOM OR UNIT#) SMOKE DETECTOR RESETR(ROOM OR UNIT#) SHEET NOTES EQUIPMENT CALLOUT (STANDARD) DIFFUSER & FABRIC DUCT CALLOUT (STANDARD) REVISION FURNISHED AND INSTALLED BY CONTROLS CONTRACTOR FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR FURNISHED BY MECH INSTALLED AND WIRED BY ELECTRICAL FURNISHED BY CONTROLS. INSTALLED BY MECHANICAL FURNISHED AND WIRED BY ELECTRICAL INSTALLED BY MECH FURNISHED AND INSTALLED BY MECHANICAL WIRED BY CONTROLS FURNISHED BY CONTROLS WIRED AND INSTALLED BY ELECTRICAL ## ##-## XX ## CD 100 1 CFM C E M M/E C/M E/M M/C C/E CONNECT NEW TO EXISTING DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 5 : 5 3 : 0 4 P M M000 HVAC COVER SHEET 7-22-23 23038 KAB HVAC ABBREVIATIONSMECHANICAL SYMBOLS HVAC M000 HVAC COVER SHEET M001 ENERGY COMPLIANCE M011 HVAC PLAN LEVEL 1 M013 HVAC ROOF PLAN M071 HVAC DETAILS M081 HVAC SCHEDULES MPS MECHANICAL SPECIFICATIONS PLUMBING P000 PLUMBING COVER SHEET P011 WASTE PLAN LEVEL 1 P012 WASTE PLAN ROOF P021 WATER PLAN LEVEL 1 P081 PLUMBING SCHEDULES AND DETAILS MECHANICAL GENERAL NOTES DRAWING INDEX A. ALL WORK SHALL COMPLY WITH THE OWNERS REQUIREMENTS, AND WITH ALL APPLICABLE STATE AND LOCAL CODES, OR AUTHORITY HAVING JURISDICTION. B. COORDINATE INSTALLATION WITH THE WORK OF OTHER TRADES PRIOR TO STARTING. IN THE EVENT THAT CONFLICTS ARE FOUND WITH THE WORK OF OTHER TRADES, BRING ALL SUCH CONFLICTS TO THE ARCHITECT'S ATTENTION FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK IN THAT AREA. DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS SHALL BE CORRECTED AT NO ADDITIONAL EXPENSE TO OWNER. IMMEDIATELY NOTIFY ARCHITECT OF CONDITIONS IN CONFLICT WITH THE PLANS. C. HVAC CONTRACTOR IS RESPONSIBLE FOR COORDINATING FINAL LOCATIONS OF DIFFUSERS, REGISTERS AND GRILLES WITH ARCHITECTURAL REFLECTED CEILING PLANS. CONTRACTOR SHALL NOT DEVIATE FROM REFLECTED CEILING PLAN UNLESS THERE ARE EXTENUATING JOB SITE CONDITIONS. D. FOR LOW PRESSURE DUCTWORK, WHERE RECTANGULAR DUCT IS INDICATED ON PLANS, EQUIVALENT SIZE ROUND DUCT MAY BE USED. EQUIVALENT SIZE RECTANGULAR DUCT MAY BE USED IN PLACE OF ROUND DUCT, EXCEPT IN EXPOSED AREAS. EQUIVALENT RECTANGULAR SIZE MAY NOT BE USED ON DUCTS EXPOSED TO VIEW OR AS INDICATED OTHERWISE. E. PROVIDE SEISMIC RESTRAINTS FOR ALL PIPING EQUIPMENT, AND DUCTWORK AS RECOMMENDED IN SMACNA "SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL EQUIPMENT", LATEST EDITION. CONSULT LOCAL SEISMIC CODES FOR THE SEISMIC RATING OF THE AREA IN WHICH THE PROJECT IS BEING BUILT. F. SUBSTITUTIONS OF EQUIPMENT OTHER THAN AS SPECIFIED SHALL BE THE COMPLETE RESPONSIBILITY OF THE HVAC CONTRACTOR. ANY ADDITIONAL ELECTRICAL, STRUCTURAL, MECHANICAL OR ARCHITECTURAL REQUIREMENTS SHALL BE PROVIDED AT NO ADDITIONAL EXPENSE TO OWNER. G. DEMOLITION: REMOVE ALL DUCTWORK, VAV UNITS AND AIR OUTLETS FROM THE FORMER TENANT SPACE, AND ELSEWHERE AS NECESSARY, AND DISPOSE OF OFF SITE. H. LOCATIONS OF POINTS OF CONNECTION TO EXISTING TENANT SUPPLY AIR DUCT ARE APPROXIMATE. VERIFY ACTUAL LOCATIONS OF ALL POINTS OF CONNECTION IN FIELD. I. PRIOR TO BIDDING, OBTAIN A COPY OF THE SPECIFICATIONS AND PLANS, VISIT THE JOB SITE, TAKE ALL NECESSARY MEASUREMENTS, NOTE EXISTING CONDITIONS, AND GATHER ALL OTHER INFORMATION NEEDED FOR AN ACCURATE BID. ALLOWANCES WILL NOT BE MADE FOR EXTRA COSTS RESULTING FROM FAILURE TO NOTE EXISTING CONDITIONS. J. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRANSITIONS TO AVOID CONFLICT WITH OTHER DUCTWORK, PIPING, STRUCTURE, ETC. AS PART OF THIS CONTRACT. WHEREVER AVAILABLE SPACE ALLOWS, OFFSETS SHALL BE MADE WITH 45 DEGREE ELBOWS WITH TURNING VANES. K. DUCTWORK SIZES NOTED ON DRAWINGS ARE FREE AREA SIZES. HVAC CONTRACTOR SHALL BE RESPONSIBLE TO COMPENSATE FOR INSULATION, ETC. L. ALL SQUARE SUPPLY DIFFUSERS SHALL BE 4-WAY THROW UNLESS INDICATED OTHERWISE ON PLAN. M. ALL ELBOWS ARE STANDARD RADIUS (R=3W/2) UNLESS NOTED OTHERWISE. DO NOT SUBSTITUTE MITERED ELBOWS FOR RADIUS ELBOWS UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. N. PROVIDE LABELED ACCESS DOORS IN DUCTWORK FOR RESETTING OF FIRE/SMOKE DAMPERS WHERE INDICATED AND AS REQUIRED BY SPECIFICATIONS OR CODE. O. FIRE DAMPERS SHALL BE 1-1/2 HOUR RATED UNLESS OTHERWISE NOTED. P. ALL WIRING, PIPING, AND EQUIPMENT INSTALLED IN PLENUMS SHALL BE PLENUM RATED OR INSTALLED IN CONDUIT. Q. THERMOSTATS, TEMPERATURE SENSORS, AND CO2 SENSORS SHALL BE INSTALLED AT 48" AFF UNLESS NOTED OTHERWISE. COORDINATE JUNCTION BOX INSTALLATION WITH ELECTRICAL CONTRACTOR. R. PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRESTOPPED IN ACCORDANCE WITH 2015 IBC SECTION 713. S. OUTSIDE AIR INTAKES SHALL BE INSTALLED WITH A MINIMUM SEPARATION OF 10'-0" FROM ALL EXHAUST AIR DISCHARGE, GAS FLUES, AND PLUMBING VENTS. T. MATERIALS UTILIZED WITHIN RETURN PLENUMS SHALL HAVE A FLAME-SPREAD INDEX OF NOT MORE THAN 25, AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50. U. ALL EXPOSED DUCTWORK SHALL BE PAINTED PER ARCHITECTURAL CEILING PLANS. COORDINATE WITH CONSTRUCTION MANAGER. V. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. W. IT IS THE INTENT OF THIS DESIGN THAT THE DUCTWORK BE ROUTED WITHIN THE STRUCTURAL ELEMENTS (TRUSSES, JOISTS, ETC.) AS OPPOSED TO BELOW THEM. IF SPACE IS NOT AVAILABLE TO ROUTE WITHIN STRUCTURE, COORDINATE WITH ARCHITECT AND ENGINEER TO DETERMINE ROUTING. IECC INTERNATIONAL ENERGY CONSERVATION CODE IFGC INTERNATIONAL FUEL GAS CODE IMC INTERNATIONAL MECHANICAL CODE IN WC INCHES OF WATER COLUMN INSUL INSULATION, INSULATE KW KILOWATT LAT LEAVING AIR TEMPERATURE LBS POUNDS LVR LOUVER MA MILLIAMPS MAX MAXIMUM MCA MINIMUM CIRCUIT AMPACITY MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MOCP MAXIMUM OVER CURRENT PROTECTION MTD MOUNTED MUA MAKE UP AIR UNIT N NEUTRAL NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NO/# NUMBER NOM NOMINAL NTS NOT TO SCALE OBD OPPOSED BLADE DAMPER OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OSA OUTSIDE AIR PH PREHEAT PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE R/RAD RADIUS RA RETURN AIR RE: REFERENCE REG REGISTER REQ'D REQUIRED RG RETURN AIR GRILLE RH REHEAT RM ROOM RPM REVOLUTIONS PER MINUTE RR RETURN REGISTER RS REFRIGERANT SUCTION RTU ROOFTOP UNIT SA SUPPLY AIR SCHED SCHEDULE SD SMOKE DETECTOR SEER SEASONAL ENERGY EFFICIENCY RATIO SG SUPPLY AIR GRILLE SHT SHEET SP STATIC PRESSURE SPEC(S) SPECIFICATION(S) SQ. FT. SQUARE FEET STD STANDARD TD TEMPERATURE DIFFERENCE TEMP TEMPERATURE TS TEMPERATURE SENSOR TXV THERMAL EXPANSION VALVE TYP TYPICAL UH UNIT HEATER UV UNIT VENTILATOR VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VFD VARIABLE FREQUENCY DRIVE VIF VERIFY IN FIELD VVF VARIABLE VOLUME-FAN POWERED VVR VARIABLE VOLUME-REHEAT W WIDE, WIDTH W/ WITH W/O WITHOUT WB WET BULB TEMPERATURE WC WATER COLUMN (D) DEMOLISH (E) EXISTING (N) NEW AC AIR CONDITIONING ACCU AIR COOLED CONDENSING UNIT ACU AIR CONDITIONING UNIT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT AL ALUMINUM APD AIR PRESSURE DROP APPROX APPROXIMATE ARCH ARCHITECT, ARCHITECTURAL ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS AUTO AUTOMATIC BD BAROMETRIC DAMPER BDD BACK DRAFT DAMPER BHP BRAKE HORSE POWER BLDG BUILDING BOD BOTTOM OF DUCT BOT BOTTOM BTU BRITISH THERMAL UNIT C COMMON C/W COORDINATE WITH CAB CABINET CFM CUBIC FEET PER MINUTE CL CENTERLINE CLG CEILING CONC CONCRETE D DEPTH, DEEP DB DRY BULB TEMPERATURE DDC DIRECT DIGITAL CONTROL DIA/Ø DIAMETER DIFF DIFFUSER DN DOWN DS DEW POINT SENSOR DUC DOOR UNDER CUT DWG DRAWING EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EFF EFFICIENCY EG EXHAUST GRILLE EL ELEVATION ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR EQUIP EQUIPMENT ESP EXTERNAL STATIC PRESSURE EXH EXHAUST EXT EXTERIOR F FAHRENHEIT FCU FAN COIL UNIT FD FIRE DAMPER FLA FULL LOAD AMPS FP FIRE PROTECTION FPM FEET PER MINUTE FSD COMBINATION FIRE/SMOKE DAMPER FT FEET FT HD FEET OF HEAD FUR FURNACE G GAS GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE HP HORSEPOWER HS HUMIDITY SENSOR HT HEIGHT/HIGH HTR HEATER HVAC HEATING/VENTILATION, AIR CONDITIONING HW HOT WATER (DOMESTIC) HX HEAT EXCHANGER IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IE INVERT ELEVATION REVISION SCHEDULE NAME DATE FOR PERMIT 8-14-23 09/22/2023 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 5 : 5 3 : 0 5 P M M001 ENERGY COMPLIANCE 7-22-23 23038 KAB REVISION SCHEDULE NAME DATE FOR PERMIT 8-14-23 09/22/2023 John Godak - Mechanical Engineer 9/22/23 SD SD SD WH LAB 105 NURSE 104 WOMEN'S EXAM 108 PEDS EXAM 109 EXAM 110 EXAM 111 PHARMACY 124 PHARMACY STORAGE 124A EXAM 113 EXAM 114 BREAK ROOM 115 MEDICAL STORAGE 123 PROVIDER CORRIDOR 103B MEDICAL CORRIDOR 103 MEDICAL WAITING 100 (E) PROCEDURE E111 AD-1 150 AD-1 150 AD-1 150 AD-1 150 AD-1 150 AD-1 100 AD-1 75 AD-1 75 AD-1 75 AD-1 50 AD-1 75 AD-1 75 AD-1 75 AD-1 125 AD-1 150 AD-1 150 AD-1 150 AD-1 150 AD-1 160 AD-1 160 AD-1 160 AD-1 160 AD-1 160 AD-2 R R AD-2 AD-2 AD-2 AD-2 AD-2 AD-2 AD-2 AD-2 AD-2AD-2AD-2AD-2AD-2 AD-2 R R 24 x 1 2 2 0 x 1 2 1 4 x 1 2 14x1212x8 AD-2 8x 8 18 x 1 2 10 x 8 6ø 7ø 12x12 24x14 16 x 1 2 6x6 16 x 1 2 8x8 12x8 14x12 7ø 7ø 7ø 7ø 6ø7ø RRRR 6x 6 AD-1 125 AD-2 AD-1 150 AD-2 EF- 1 EF- 1 EF- 1 EF- 1 EF- 1 7ø 7ø 10x10 7ø 7ø 7ø 7ø 18 x 1 2 24x14 16x12 8x 8 6x 6 6 x 6 6ø 8x8 6ø 7ø 24x12 18 x 1 2 1 2 x 1 2 6ø 10x8 6ø7ø 7ø 16x1212x10 7ø 6ø 6ø 6ø 7ø 12 x 1 2 16x12 8x8 8x 8 6x 6 6x 6 7x 7 16x12 T RTU-2 TRTU-1 7x 7 10x10 7x7 7x 7 8x8AD-2 AD-2 FCU- 1 RELOCATED GAS METER LOCATION. GAS UTILITY TO PROVIDE METER SET FOR EXISTING LOAD PLUS ADDITIONAL 1247 MBH @ 2 PSI DELIVERY PRESSURE. 1 2 2 7ø 7ø 7ø 7ø EF- 1 AD-3 110 AD-3 110 EF- 2 T 3 90°F AD-3 100 EF- 1 EWH- 1 EH- 1 EH- 1 EH- 1 EH- 1 EH- 1 EH- 1 EH- 1EH- 1 AD-3 14 x 1 2 AD-1 110 AD-1 110 AD-1 110 7ø AD-1 160 AD-2 EH- 1 EH- 1 6x 6 R RR R R R R R R R R R R R 4 5 6 65ø 5ø 5ø 6 5ø 6 5ø 5ø 6 6 5ø EH- 1 EH- 1 EH- 1 403 SF SNOW MELT ZONE 1 B- 1 CONNECT TO EXISTING NG 1/ 2 " N G 1/ 2 " N G FSD FSD 7 7 8TO GENERATOR 1" NG DOWN TO GENERATOR ROUTE 1" NG FROM CONNECTION AT METER TO GENERATOR 1" N G 1" N G DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 5 : 5 3 : 0 7 P M M011 HVAC PLAN LEVEL 1 7-22-23 23038 KAB KEYED NOTES 1 GAS UTILITY TO PROVIDE METER SET TO DELIVER CAPACITY AND PRESSURE AS INDICATED BY NOTE. COORDINATE WITH GC FOR INSTALLATION OF TRAFFIC BOLLARDS AND/OR OVERHEAD PROTECTION AS REQUIRED. 2 LINE DUCTWORK WITH 1" ACOUSTICAL LINING TO FIRST BEND OR 15 FEET FROM EQUIPMENT CONNECTION, WHICHEVER IS GREATER. 3 PROVIDE HEAT RISE THERMOSTAT. SET TO ACTIVATE CONNECTED DEVICE AT TEMPERATURE NOTED. 4 ROUTE CONDENSATE TO NEAREST SANITARY SEWER DRAIN. 5 PROVIDE LOCKABLE THERMOSTAT BOXES ON ALL CONTROL DEVICES ACCESSIBLE TO PUBLIC. 6 TERMINATE DUCT ABOVE ROOF WITH APPROVED CAP AND ROOF JACK. COORDINATE SEALING WITH GC. 7 INSTALL EQUIPMENT ABOVE CEILING. PROVIDE LABELED ACCESS HATCH. 8 REGULATE GAS PRESSURE FROM 2 PSI TO 7" wc DELIVERY PRESSURE. VENT REGULATOR PER MANUFACTURER'S RECOMMENDATIONS. 1/8" = 1'-0"1HVAC PLAN - LEVEL 1 REVISION SCHEDULE NAME DATE FOR PERMIT 8-14-23 REVIEW COMMENT 9-22-23 1 1 1 09/22/2023 RTU- 1 RTU- 2 HP- 1 1/2" NG 1 1 23 2 3 1/ 2 " N G CONNECT TO EXISTING NG TYPICAL PIPE SUPPORTS. SEE DETAIL 4 4 4 4 4 4 4 SERVICE CLEARANCE 1/ 2 " N G 1/2" NG DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 5 : 5 3 : 0 7 P M M013 HVAC ROOF PLAN 7-22-23 23038 KAB KEYED NOTES 1 REGULATE GAS PRESSURE FROM 2 PSI TO 7" wc DELIVERY PRESSURE. VENT REGULATOR PER MANUFACTURER'S RECOMMENDATIONS. 2 PROVIDE FLEXIBLE CONNECTIONS AT EQUIPMENT AND TURNING VANES IN VERTICAL. PROVIDE LABELED FILTER RACK IN RETURN 3 LOCATE EQUIPMENT ON PAD OR CURB PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE PENETRATIONS TO AVOID CONFLICT WITH ROOF STRUCTURE. 4 TERMINATE DUCT ABOVE ROOF WITH APPROVED CAP AND ROOF JACK. COORDINATE SEALING WITH GC. 1/8" = 1'-0"1HVAC ROOF PLAN REVISION SCHEDULE NAME DATE FOR PERMIT 8-14-23 09/22/2023 GAS CONNECTIONS DEVICE SERVICE INPUT (MBH) ROOF TOP UNIT 150 TOTAL 1247 RTU-1 ROOF TOP UNIT 150RTU-2 BOILER 85B-1 GENERATOR 862 NATURAL GAS PIPING PIPE STRAP PILLOW-BLOCK PIPE SUPPORT, MIRO IND. MODEL 3-R-2 OR EQUAL FASTEN SUPPORT TO LOOSE MEMBRANE MATERIAL W/ ADHESIVE ROOFING BY GENERAL CONTRACTOR 12"X12" LOOSE ROOFING MEMBRANE. C/W GENERAL CONTRACTOR. DIRT LEGGAS LINE ON ROOF TO GAS RISER GAS PIPING PLUGGED TEE GAS COCK (TYP) UNION REDUCE AS NECESSARY AT POINT OF CONNECTION ROOF CURB COMPOSITIO N ROOFING FRAME AROUND OPENINGS INSTALL SOLID PIPE CONNECTION TO ALL UNITS THAT DO NOT HAVE A SPRING ISOLATION CURB. INSTALL FLEX CONNECTION AT ALL UNITS THAT HAVE SPRING ISOLATION CURBS (36" MAX). DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 5 : 5 3 : 0 8 P M M071 HVAC DETAILS 7-22-23 23038 KAB 12" = 1'-0"1DUCT BRANCH CONNECTION 12" = 1'-0"3GAS LINE CONNECTION 12" = 1'-0"2FLEX DUCT SUPPORT NTS6SLAB HEAT CONTROL 1/8" = 1'-0"5PIPE SUPPORT ON ROOF 1/8" = 1'-0"4GAS TO UNIT CONNECTION REVISION SCHEDULE NAME DATE FOR PERMIT 8-14-23 REVIEW COMMENT 9-22-23 1 09/22/2023 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 5 : 5 3 : 1 0 P M M081 HVAC SCHEDULES 7-22-23 23038 KAB AIR DEVICE (AD) MARK DEVICE TYPE FACE SIZE (IN) NECK SIZE (IN) CEILING TYPE MAX FLOW (CFM) MAX T.P. (IN WC)MAX NC MANUFACTURER MODEL REMARKS AD-1 ADJUSTABLE LOUVERED 24x24 6" Ø GRID 170 0.13 25 TITUS TDCA 18" x 18" CORE AD-2 PERFORATED RETURN 24x24 22" x 22" GRID 1200 .05 17 TITUS PXP - AD-3 LINEAR BAR DIFFUSER 2 1/2" 2 1/2" x L SURFACE 80 / FT 0.1 21 TITUS CT-480 BLACK FINISH ROOF TOP UNIT (RTU) MARK FLOW (CFM) MIN OSA (CFM) ESP ("WC) DX COOLING NATURAL GAS HEAT ELECTRICAL DIMENSIONS MANUFACTURER MODELMIN EAT (WB/DB)(°F) MIN LAT (WB/DB)(°F) OSA TEMP NUMBER OF COMPRESSORS MIN EER MIN INPUT (MBH) MIN OUTPUT (MBH) MIN EFF (%) STAGES VOLT/PH MCA (A) MOCP (A)L (IN) W (IN) H (IN) WT (LB) RTU-1 2000 200 0.60 80/67 55/51 95 °F 1 12.45% 150 117 82.0 1 208/3 37 50 75 47 42 650 Carrier 48HC RTU-2 2000 200 0.60 80/67 55/51 95 °F 1 12.45% 150 117 82.0 1 208/3 37 50 75 47 42 650 Carrier 48HC PROVIDE THE FOLLOWING: ROOF CURB, FACTORY MOUNTED DISCONNECT, 7-DAY PROGRAMMABLE WI-FI ENABLED THERMOSTAT, 100% OSA ECONOMIZER WITH POWERED EXHAUST, COMPLETE INTEGRAL CONTROL, BOTTOM DUCT CONNECTIONS, AND LOW AMBIENT KIT. PROVIDE CURB ADAPTER AS NEEDED. SPLIT SYSTEM FAN COIL UNITS (FCU) MARK ON HEAT PUMP NOMINAL TONS FLOW (CFM)ESP COOLI NG MBH HEATIN G MBH ELECTRICAL UNIT DIMENSIONS (IN)WT (LB)MANUFACTURER MODELVOLT/PH MCA (A) D H W FCU-1 HP-1 1 400 - 12 7.4 120/1 0.2 8 11 33 20 CARRIER 40MAHB HIGH WALL SPLIT SYSTEM HEAT PUMP (HP) MARK MAX INDOOR UNITS HEATING AT 17°F DX COOLING ELECTRICAL UNIT DIMENSIONS (IN)WEIGHT (LB)MANUFACTURER MODELMBH EER MBH SEER VOLT/PH MCA (A) MOCP (A) D W H HP-1 1 7.4 13 12 23 120/1 19 25 12 31 24 70 CARRIER 38MARB EXHAUST FAN (EF) MARK TYPE FLOW (CFM)ESP RPM ELECTRICAL NOISE (SONES) DAMPER TYPE CONTROL METHOD DUCT SIZE WT (LB)MANUFACTURER MODEL REMARKSVOLT/PH WATTS EF-1 CEILING FAN 110 .25 1180 1 10 0.8 GRAVITY WALL SWITCH 4 15 Panasonic FV-0511VK2 7 FANS ON PROJECT EF-2 CEILING FAN 110 .25 1180 1 10 0.8 GRAVITY HEAT RISE T-STAT 4 15 Panasonic FV-0511VK2 1 FAN ON PROJECT ELECTRIC HEATER (EH) MARK SERVICE TYPE ▲P ELECTRICAL MANUFACTURER MODEL COMMENTSVOLT/PH WATTS EH-1 RECEPTION UNDER CABINET - 120/1 450 W CADET PERFECTOE UCH183T COMPLETE UNIT WITH THERMOSTAT KIT. 13 HEATERS ON PROJECT. ELECTRIC WALL HEATER (EWH) MARK SERVICE STYLE ELECTRICAL MODEL COMMENTSWATTS VOLT/PH EWH-1 ENTRY VESTIULE WALL BLOWER 2000 W 208 V / 1 Q-MARK CWH RECESSED WALL MOUNT. SEE NOTES. RADIANT TUBING SCHEDULE ZONE LOCATION(S) SERVED SERVICE TYPE AREA OUTPUT (BTUH/SF) SUPPLY TEMP (F) DESIGN TEMP DROP (F) TUBE SIZE (IN) TUBE SPACING (IN) NUMBER OF TUBES TUBE LENGTH (FT) TOTAL FLOW (GPM) FLOW (GPM) / TUBE HEAD LOSS (FT) MAX SURFACE TEMP (F) 1 ENTRY SNOW MELT 403 SF 150 120 25 3/4 12 2 201 4.83 2.42 9.1 - RADIANT HEAT GENERAL NOTES: 1. RADIANT SUPPLY TO BE 30% PROPYLENE GLYCOL AND 70% DISTILLED WATER MIXTURE. 2. RADIANT TUBING TO BE TYPE A UPONOR PEX OR APPROVED EQUAL. 3. RADIANT MANIFOLDS TO BE UPONOR TRUFLOW ASSEMBLIES OR APPROVED EQUAL. PROVIDE SUPPLY MANIFOLDS WITH BALANCING VALVES, AND RETURN MANIFOLDS WITH ISOLATION VALVES, VISUAL FLOW METERS, AIR VENT, AND DRAIN CONNECTIONS. PROVIDE MANIFOLD SUPPLY AND RETURN BALL VALVES WITH TEMPERATURE GAUGES. 4. ALL RADIANT TUBING LENGTHS TO BE +/-5% OF SCHEDULED LENGTH. FORCED DRAFT BOILER (B) MARK MBH CAPACITY ASME PRESS. RATING OPERATING PRESSURE EFF (%) FLUE TYPE FLUE SIZE FLOW (GPM) PRESS. DROP (FT. HD.) DIMENSIONS (IN)WT (LB) BURNER MANUFACTURER MODEL REMARKSINPUT OUTPUT L W H HP VOLT/ PH GAS PRESSURE B-1 85 79 160 - 95.0 PVC 2" - 16 19 40 142 - 120/1 7" Lochinvar WHB085N PROVIDE CONC. VENT KIT REVISION SCHEDULE NAME DATE FOR PERMIT 8-14-23 09/22/2023 WH MEDICAL STORAGE 123 PHARMACY 124 OFFICE 118 SEE CIVIL FOR CONTINUATION I.E.-40" BFF 4" SS 4" S S 2" SS 2" SS 2" SS 2" SS 4" S S 2" S S 2" SS 2" SS 2" S S 2" S S 4" SS SEE CIVIL FOR CONTINUATION DN-1 1 2" S S 2" S S 4" S S 3" SS 4" SD UP 4" OD UP CONNECT NEW SINK DRAIN TO EXISTING. FIELD VERIFY SIZE AND LOCATION. 2" SS 2" SS 2" S S CONNECT NEW WASHER DRAIN TO EXISTING. FIELD VERIFY SIZE AND LOCATION. S-2 WC-1 L-1 S-1 S-1 S-1 S-1 S-2 S-1 S-1 S-1 S-1 S-1 S-2 BF-1 BF-1 FD-1 4 WC-1 L-1 2" SS 3" SS DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 5 : 5 3 : 1 1 P M P011 WASTE PLAN LEVEL 1 7-22-23 23038 KAB 1/8" = 1'-0"1WASTE PLAN - LEVEL 1 KEYED NOTES 1 DOWN TO DOWNSPOUT NOZZLE DN-1 AT 18" ABOVE GRADE. PROVIDE SPLASH BLOCK IF LOCATED ABOVE LANDSCAPING. REVISION SCHEDULE NAME DATE FOR PERMIT 8-14-23 REVIEW COMMENT 9-22-23 1 09/22/2023 3" SD 3" OD 3" SD 3" OD 3" O D 3" S D 2" OD 2" OD 2" SD 4" S D 4" O D 4" OD DOWN4" SD DOWN RD-1 OD-1 RD-1 OD-1 2" SD RD-1 OD-1 RD-1 OD-1 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 5 : 5 3 : 1 2 P M P012 WASTE PLAN ROOF 7-22-23 23038 KAB 1/8" = 1'-0"1WASTE PLAN - ROOF REVISION SCHEDULE NAME DATE FOR PERMIT 8-14-23 09/22/2023 WH CONNECT TO EXISTING DCW, DHW, AND HWR LINES. 3/4" DCW 1/2" DHW 1/2" HWR 1/2" HWR 1/2" DHW 3/4" DCW 3/ 4 " D C W 1/ 2 " H W R 3/ 4 " D H W 1/2" HWR 1/2" DHW 1/2" DCW 1/ 2 " H W R 3/ 4 " D H W 1" D C W 1/2" DCW 3/4" DCW CONNECT NEW SINK DCW AND DHW TO EXISTING. FIELD VERIFY SIZE AND LOCATION. HB-1 1 3/ 4 " D C W HB-1 1 CONNECT NEW WASHER DCW AND DHW TO EXISTING. FIELD VERIFY SIZE AND LOCATION. S-1 S-1 S-1 S-1 S-1 S-1 S-1 S-1 S-1 S-2 1/ 2 " D C W S-2 S-2 L-1 WC-1 WC-1 L-1 BF-1 1/2" DCW BF-1 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 5 : 5 3 : 1 4 P M P021 WATER PLAN LEVEL 1 7-22-23 23038 KAB 1/8" = 1'-0"1WATER PLAN - LEVEL 1 KEYED NOTES 1 PROVIDE SERVICE ISOLATION VALVE AND LABELED ACCESS FOR HOSE BIBB. REVISION SCHEDULE NAME DATE FOR PERMIT 8-14-23 09/22/2023 VENT, SOIL, WASTE OR STORM LEADER STACK WALL CLEANOUT WITH TAPERED PLUG. PROVIDE EXTENSION AS REQUIRED TO MAKE ACCESSIBLE. METAL WALL PLATE, CHROME FINISH. WALL NOTE:WALL CLEAN-OUTS SHALL BE INSTALLED NOT LESS THAN 12- INCHES ABOVE FINISHED FLOOR.WALL NICKEL BRONZE RIM AND COVER. CARPET RING TO BE PROVIDED IN CARPETED AREA. FINISHED FLOOR USE 1/4" BEND INSTEAD OF `Y' FITTING WHERE END OF LINE OCCURS PROVIDE EXTENSION AS REQUIRED. HEAVY DUTY COVER FLUSH WITH PAVEMENT SURFACE. 18" SQ X 6" DEEP CONCRETE PAD - OMIT WHEN INSTALLED IN SIDEWALKS ANCHORING FLANGE THREADED CLEANOUT PLUG TO SEWER SYSTEM INTERIOR EXTERIOR SIZE OF CLEANOUT NOMINAL PIPING SIZE (INCHES) NOMINAL CLEANOUT SIZE (INCHES) 1-1/4 1-1/2 2 3 4 6 1-1/4 1-1/2 2 3 4 6 PIPE CENTERLINE CENTER PIPE IN SLEEVE SLEEVE MIN 2" LARGER THAN PIPE. USE 26 GA S.M. SLEEVE FOR 2"Ø PIPE AND SMALLER AND 24 GA S.M. SLEEVE FOR PIPE LARGER THAN 2"Ø PIPE INSULATON WHERE OCCURS FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING (BOTH SIDES) TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACE SEAL OR CAULK SLEEVES THROUGH FIRE WALL PIPE AND INSULATION TO BE CENTERED IN SLEEVE. DO NOT SUPPORT PIPE FROM SLEEVE FINISHED WALL SURFACE INTERIOR WALL DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 5 : 5 3 : 1 5 P M P081 PLUMBING SCHEDULES AND DETAILS 7-22-23 23038 KAB 1/8" = 1'-0"1FLOOR AND WALL CLEANOUT 1/8" = 1'-0"2PIPE PENETRATION THRU FRAMED WALL PLUMBING FIXTURES MARK DESCRIPTION ROUGH-IN SIZE COMMENTSC.W. H.W. WASTE VENT BF-1 IN-WALL BOTTLE FILLING STATION WITH MOUNTING FRAME FILTERED NON-REFRIGERATED STAINLESS 1/2" - 1 1/2" 1 1/2" ELKAY LZWSMDK DN-1 DOWNSPOUT NOZZLE, CAST BRONZE BODY AND FLANGE - - SEE PLAN - J.R. SMITH FIG. # 1770 FD-1 FLOOR DRAIN - ROUND - - 2" 1 1/2" J.R. SMITH FIG. #2005Y. NO-HUB OUTLET WITH TRAP PRIMER CONNECTION. HB-1 QUARTERHORSE 1/4 TURN NON-FREEZE WALL HYDRANT W/ INTEGRAL VACUUM BREKER, BRONZE NICKEL PLATED, 3/4" HOSE CONNECTION, VANDAL RESISTANT CAP, "T" HANDLE KEY, BACKER PLATE 1/2" - - - J.R. SMITH FIG. 5609 QT L-1 WALL MOUNT, RECTANGULAR LAVATORY, VITREOUS CHINA, BATTERY POWERED PHOTO EY FAUCET, GRID DRAIN, 0.5GPM FLOW - 1/2" 1 1/2" 1 1/2" AMERICAN STANDARD "LUCERNE" 0356.421 FAUCET: AMERICAN STANDARD INNSBROOK SELECTRONIC 6055.205 OD-1 12" CAST IRON OVERFLOW ROOF DRAIN W/ CAST IRON DOME & NO HUB OUTLET - - SEE PLAN - J.R. SMITH # 1310Y-WD02 RD-1 12" CAST IRON ROOF DRAIN W/ CAST IRON DOME AND NO HUB OUTLET - - SEE PLAN - J.R. SMITH FIG # 1310Y S-1 SINGLE COMPARTMENT, RECTANGULAR STAINLESS STEEL, COUNTER MOUNT SINK, GOOSENECK SWING SPOUT WITH WING HANDLES, 18 GA. 1/2" 1/2" 1 1/2" 1 1/4" BOWL: ELKAY LR-1722 FAUCET: ELKAY LK810GN08T4 STRAINER: ELKAY LK-35 S-2 DOUBLE COMPARTMENT, RECTANGULAR STAINLESS STEEL, COUNTER MOUNT SINK, GOOSENECK SWING SPOUT WITH WING HANDLES, 18 GA. 1/2" 1/2" 1 1/2" 1 1/4" BOWL: ELKAY LR-3322 FAUCET: ELKAY LK810GN08T4 STRAINER: ELKAY LK-35 WC-1 WATER CLOSET, ADA COMPLIANT, FLOOR MOUNT FLOOR TO RIM 17", FLUSH TANK, ELONGATED BOWL, WHITE, VITREOUS CHINA 1.6 GPF 1/2" - 3" 2" AMERICAN STANDARD "CADET" 2998.012 SEAT: OLSONITE #10CC/SS NOTE: FIXTURES LISTED ARE RECOMMENDED. APPROVED ALTERNATES ARE ACCEPTABLE UPON CONCURRENCE FROM OWNER. REVISION SCHEDULE NAME DATE FOR PERMIT 8-14-23 09/22/2023 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 5 : 5 3 : 1 5 P M MPS MECHANICAL SPECIFICATIONS 7-22-23 23038 KAB 2.8 TYPE B DOUBLE WALL GAS VENTS A.PROVIDE DOUBLE WALL GAS VENTS, UL-LISTED FOR TYPE B, CONSISTING OF DOUBLE WALL METAL CONSTRUCTION PIPE SECTIONS AND FITTINGS AND ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION. B.ACCESSORIES: PROVIDE MANUFACTURER'S STANDARD ACCESSORY ITEMS AS INDICATED, FOR COMPLETE INSTALLATION. C.MANUFACTURER: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE TYPE B DOUBLE WALL GAS VENTS OF ONE OF THE FOLLOWING: 1.AMERICAN METAL PRODUCTS CO. 2.GENERAL PRODUCTS CO., INC. 3.METALBESTOS SYSTEMS, WALLACE-MURRAY CORP. 4.METAL-FAB, INC. 2.9 FIRE AND/OR SMOKE DAMPERS A.ALL DAMPER ASSEMBLIES SHALL CONFORM WITH THE REQUIREMENTS OF UL 555/555S. B.DAMPER RATINGS SHALL MEET OR EXCEED THE ASSEMBLY RATINGS OF THE PENETRATED STRUCTURE AS INDICATED ON THE ARCHITECTURAL DRAWINGS. 2.10 AIR HANDLING UNITS HEAT PUMP CONDENSING UNITS A.MANUFACTURER: CARRIER OR EQUAL TO MANUFACTURER'S MODEL WITH CAPACITY AND OPERATING CHARACTERISTICS AS SCHEDULED. B.INDOOR UNIT (AIR HANDLER UNIT) 1.SELF-CONTAINED, FACTORY-ASSEMBLED, PRE-WIRED UNIT CONSISTING OF CABINET, SUPPLY FAN, DX COOLING COIL, AUX ELECTRIC HEAT SECTION, CONTROLS, AND ACCESSORIES. 2.FURNISH UNIT FOR SINGLE POINT ELECTRICAL CONNECTION. C.OUTDOOR UNIT (HEAT PUMP CONDENSING UNIT) 1.SELF-CONTAINED, PACKAGED, PRE-WIRED UNIT CONSISTING OF CABINET WITH COMPRESSOR AND CONDENSER. D.REFRIGERANT PIPING 1.PIPE MATERIAL: COPPER TUBE, ASTM B280, H58 HARD DRAWN OR O60 SOFT ANNEALED. 2.FITTINGS: ASME B16.22 WROUGHT COPPER. 3.JOINTS: BRAZE, AWS A5.8 BCuP SILVER/PHOSPHORUS/COPPER ALLOY. E.ELECTRICAL 1.FURNISH EACH UNIT FOR SINGLE POINT ELECTRICAL CONNECTION. EACH UNIT SHALL HAVE INTEGRAL SHORT CIRCUIT PROTECTION OF ALL INTERNAL ELECTRICAL COMPONENTS, AND ALL NECESSARY MOTOR START, CONTACTOR AND OVER-CURRENT PROTECTION. 2.EACH UNIT TO INCLUDE LOW VOLTAGE CONTROL TRANSFORMER. 3.VOLTAGES SHALL BE AS SCHEDULED. F.UNIT CONTROLS 1.THIS CONTRACTOR SHALL PROVIDE ALL TEMPERATURE CONTROL AND INTERLOCKING DEVICES NECESSARY TO PERFORM TEMPERATURE CONTROL SEQUENCE. 2.SPACE THERMOSTAT TO PROVIDE HEATING AND COOLING STAGES AS SCHEDULED, AUTOMATIC CHANGEOVER AND FAN CONTROL. PROVIDE MATCHING SUB-BASE AS NECESSARY. 3.UNIT MANUFACTURER SHALL PROVIDE THE FOLLOWING CONTROLS: a.SWITCHING SUB-BASE ON THERMOSTAT OR REMOTE STATUS PANEL SHALL START/STOP UNIT FAN BASED ON "ON-OFF- AUTO" SETTING. b.SPACE THERMOSTAT SHALL SEQUENCE HEAT PUMP HEATING, AND COOLING TO MAINTAIN THERMOSTAT SETPOINT. c.THERMOSTATIC CONTROLS SHALL HAVE A 5 DEGREE DEADBAND. d.AUTOMATIC CONTROLS: SETBACK 55 DEGREE (HEAT) AND 85 DEGREE (COOL); 7-DAY CLOCK, 2 HOUR OCCUPANT OVERRIDE, 10 HOUR BACKUP. PART 3 -EXECUTION 3.1 SHEET METAL DUCT AND ACCESSORIES A.FABRICATE AND INSTALL THE DUCT IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE - "LATEST EDITION" AND THE FOLLOWING: 1.SUPPLY DUCT: 2" STATIC PRESSURE SEAL CLASS A. 2.RETURN DUCTS: 2" STATIC PRESSURE SEAL CLASS A. 3.KITCHEN EXHAUST DUCT: -2"STATIC PRESSURE SEAL CLASS A. B.PROVIDE ALL NECESSARY TRANSITIONS AND ADDITIONAL FITTINGS AS REQUIRED TO CLEAR OBSTRUCTIONS, MAINTAIN CLEARANCES, AND COORDINATE WITH OTHER TRADES AT NO EXTRA COST TO THE OWNER. C.ACCESS DOORS: GASKETED, AIRTIGHT, HINGED SHEET METAL DOORS. INSTALL METAL ACCESS DOORS AND FRAMES OF SIZE TO PERMIT ACCESS BUILT-IN EQUIPMENT. USE WONDER METAL TYPE AT-7 OR APPROVED SUBSTITUTE ACCESS DOOR IN DUCTWORK. D.ACCESS DOORS: GREASE DUCT: TIGHT FITTING STEEL DOORS OF GAGE NOT LESS THAN DUCT. DOOR FASTENING METHOD SHALL NOT REQUIRE TOOLS. E.THE INSTALLATION OF ALL DUCTWORK, DAMPERS, ETC., SHALL BE IN ACCORDANCE WITH SMACNA STANDARDS. 3.2 DUCT HANGERS A.HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA DUCT CONSTRUCTION STANDARD. B.NECESSARY SEISMIC RESTRAINT OF THE DUCT SYSTEM SHALL BE MADE IN ACCORDANCE WITH THIS SECTION. C.GREASE DUCTS: BRACING AND SUPPORTS SHALL BE OF NON-COMBUSTIBLE MATERIAL. SCREWS AND OTHER FASTENERS SHALL NOT PENETRATE DUCT WALLS. 3.3 AIR CONDITIONING UNIT A.INSTALL ALL UNITS AS INDICATED ON PLANS AND ACCORDING TO UNIT MANUFACTURER'S INSTRUCTION. B.GENERAL CONTRACTOR WILL SET AND INSTALL ROOF MOUNTING CURB AS INTEGRAL MEMBER OF BUILDING ROOF STRUCTURE. C.MECHANICAL CONTRACTOR TO SET AND INSTALL UNITS ON ROOF MOUNTING CURBS. D.INSTALL ALL DUCTWORK, ELECTRICAL AND PIPING CONNECTIONS TO UNIT AS SHOWN ON DRAWINGS AND AS REQUIRED TO COMPLETE INSTALLATION. E.INSTALL SPACE THERMOSTAT APPROXIMATELY 60" ABOVE FLOOR AND MAKE FINAL CONNECTION. F.INSTALL REMOTE CONTROL PANELS AS INDICATED ON DRAWINGS. G.BALANCE AIRFLOWS TO QUANTITIES AS NECESSARY FOR PROPER OPERATION. 3.4 EXHAUST FANS A.INSTALL UNITS AS SHOWN ON DRAWINGS, AND ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3.5 INSTALLATION OF GAS VENTS A.INSTALL DOUBLE WALL GAS VENTS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. TYPE B, DOUBLE WALL GAS VENTS SHALL BE USED FROM UNIT OUTLET TO VENT CAP. MAINTAIN UL-LISTED MINIMUM CLEARANCES FROM COMBUSTIBLES. ASSEMBLE PIPE AND ACCESSORIES AS INDICATED FOR COMPLETE INSTALLATION. B.INSTALL VENT DAMPERS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. LOCATE AS CLOSE TO DRAFT HOOD COLLAR AS POSSIBLE. C.CLEAN EXTERNAL SURFACES OF FOREIGN SUBSTANCES WHICH MIGHT CAUSE CORROSIVE DETERIORATION OF METAL. 3.6 FIRE AND/OR SMOKE DAMPERS A.ALL DAMPER ASSEMBLIES SHALL BE INSTALLED PER THEIR UL LISTED INSTRUCTIONS. B.PROVIDE ALL ACCESS DOORS/PANELS AS REQUIRED TO INSPECT AND TEST DAMPER ASSEMBLIES. 3.7 TESTING, ADJUSTING, AND BALANCING A.TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE PERFORMED BY AN AABC OR NEBB CERTIFIED TABC AS A DIRECT CONTRACTOR FOR THE HVAC CONTRACTOR. THE HVAC CONTRACTOR SHOULD INCLUDE ALL COSTS IN BID FOR TESTING AND BALANCING WORK INCLUDING THE WORK NOTED BELOW. B.TESTING, ADJUSTING, AND BALANCING REPORT MUST BE COMPLETE AND TURNED OVER TO THE G.C.'S CONSTRUCTION MANAGER 1 WEEK PRIOR TO MERCHANDISING DATE. THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH THE G.C. TO ALLOW ADEQUATE TIME FOR TABC TO COMPLETE THEIR WORK. C.THE HVAC CONTRACTOR SHALL COMPLETE THE AIR BALANCE REVIEW START-UP VERIFICATION CHECKLIST AND FAX A COPY AS NOTED TO TABC. A COPY SHALL ALSO BE PROVIDED TO THE G.C. SUPERINTENDENT AT THIS TIME. IF ALL SYSTEMS ARE NOT OPERATIONAL AT THE TIME OF BALANCING, IT SHALL BE THE HVAC CONTRACTOR'S RESPONSIBILITY TO PAY ALL COSTS ASSOCIATED WITH THE ADDITIONAL TESTING AND BALANCING INCLUDING ALL LABOR, TRAVEL EXPENSES, MEALS, HOTEL COSTS ETC. INCURRED BY TABC. D.THE HVAC CONTRACTOR SHALL BE PRESENT FOR AIR BALANCE TO VERIFY ACCESSIBILITY TO ALL DEVICES, VERIFY ALL OPERATING SEQUENCES AND INSTALL NEW FILTERS IN ALL UNITS JUST PRIOR TO THE AIR BALANCE. HVAC CONTRACTOR SHALL INSTALL A NEW SET OF FILTERS AFTER PROJECT IS COMPLETE. END OF SECTION 231000 2.5 ROOFTOP UNITS A.MANUFACTURER (AIR CONDITIONING UNITS): CARRIER OR APPROVED EQUAL TO MANUFACTURER'S MODEL WITH CAPACITY AND OPERATING CHARACTERISTICS AS SCHEDULED. B.ROOF MOUNTING CURBS 1.CONSTRUCT ROOF MOUNTING CURB TO MATE AND SEAL WITH UNIT CASING BASE. CURB TO HAVE MINIMUM HEIGHT OF 10". 2.CONSTRUCT CURB TO SUPPORT PERIMETER OF ENTIRE UNIT. FORM CROSS SECTION OF CURB MEMBERS TO ACCEPT WOOD NAILING STRIPS AND INSULATION. FORM TOP CURB MEMBERS TO PROVIDE COUNTER FLASHING. 3.UNIT MANUFACTURER TO FURNISH MATCHING ROOF MOUNTING CURBS. CURBS TO BE APPROVED BY NATIONAL ROOFING CONTRACTORS ASSOCIATION. C.ELECTRICAL 1.FURNISH EACH UNIT FOR SINGLE POINT ELECTRICAL CONNECTION. THE UNIT SHALL HAVE INTEGRAL FACTORY MOUNTED DISCONNECT SWITCH, SHORT CIRCUIT PROTECTION OF ALL INTERNAL ELECTRICAL COMPONENTS, AND ALL NECESSARY MOTOR START, CONTACTOR AND OVERCURRENT PROTECTION. 2.EACH UNIT TO INCLUDE LOW VOLTAGE CONTROL TRANSFORMER AND 120V CONVENIENCE OUTLET. 3.MOTOR HORSEPOWER AND VOLTAGES SHALL BE AS SCHEDULED. D.UNIT CONTROLS 1.THIS CONTRACTOR SHALL PROVIDE ALL TEMPERATURE CONTROL AND INTERLOCKING DEVICES NECESSARY TO PERFORM TEMPERATURE CONTROL SEQUENCE. 2.SPACE THERMOSTAT TO PROVIDE HEATING AND COOLING STAGES AS SCHEDULED, AUTOMATIC CHANGEOVER AND FAN CONTROL. PROVIDE MATCHING SUB-BASE AS NECESSARY. 3.UNIT MANUFACTURER SHALL PROVIDE THE FOLLOWING CONTROLS: a.SWITCHING SUB-BASE ON THERMOSTAT OR REMOTE STATUS PANEL SHALL START/STOP UNIT FAN BASED ON "ON-OFF- AUTO" SETTING. b.SPACE THERMOSTAT SHALL SEQUENCE HEATING AND COOLING TO MAINTAIN THERMOSTAT SETPOINT. c.PROVIDE MINIMUM OA DAMPER POTENTIOMETER SWITCH TO ADJUST MINIMUM OA DAMPER POSITION. d.UNIT FAN SHALL SHUT DOWN UPON DETECTION OF SMOKE. e.THERMOSTATIC CONTROLS SHALL HAVE A 5 DEGREE DEADBAND. f.AUTOMATIC CONTROLS: SETBACK 55 DEGREE (HEAT) AND 85 DEGREE (COOL); 7-DAY CLOCK, 2 HOUR OCCUPANT OVERRIDE, 10 HOUR BACKUP. E.SMOKE DETECTOR: 1.TO BE FURNISHED LOOSE WITH AC UNIT, AND FIELD INSTALLED IN SUPPLY AND/OR RETURN DUCT IN COMPLIANCE WITH LOCAL CODE. 2.TO BE ACCESSIBLE FOR TESTING. 2.6 EXHAUST FANS A.MANUFACTURER: COOK, GREENHECK, PENN, JENN-AIR OR ACME. B.CONSTRUCT HOUSING OF GALVANIZED SHEET METAL, CONFIGURATION AS SCHEDULED AND SHOWN ON THE PLANS. C.UNIT'S INTERIORS SHALL BE FURNISHED WITH LINED ACOUSTICAL INSULATION. D.UNITS TO BE UL LISTED OR CSA CERTIFIED. E.INSTALL PER MANUFACTURER'S INSTRUCTIONS WITH BACKDRAFT DAMPER. 2.7 GAS FIRED HEATER A.MANUFACTURER: REZNOR, MODINE HASTINGS, STERLING, TRANE. B.CONTROLS: INTEGRAL JUNCTION BOX FOR ALL POWER AND CONTROL CONNECTIONS. INCLUDE HIGH LIMIT SWITCH, FAN CONTROLS, AND A 24 VOLT AUTOMATIC GAS VALVE WITH SAFETY PILOT SHUT-OFF (100%), PRESSURE REGULATOR WITH LEAK LIMITING DEVICE, AND MANUAL MAIN AND PILOT (A AND B) VALVES. GAS VALVES SHALL BE SUITABLE FOR MAXIMUM 0.5 PSIG INLET PRESSURE FOR NATURAL GAS. PROVIDE WITH ELECTRIC IGNITION AND CONTROLS TRANSFORMERS. PART 3 -EXECUTION 3.1 WATER HEATERS A.INSTALLER MUST EXAMINE AREAS AND CONDITIONS UNDER WHICH WATER HEATERS ARE TO BE INSTALLED, AND NOTIFY GENERAL CONTRACTOR IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO INSTALLER. B.EXCEPT AS OTHERWISE INDICATED, INSTALL WATER HEATERS, INCLUDING COMPONENTS REQUIRED, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C.LOCATE EACH UNIT ACCURATELY IN THE POSITION INDICATED IN RELATION TO OTHER WORK. POSITION UNIT WITH SUFFICIENT CLEARANCE FOR NORMAL SERVICE AND MAINTENANCE. D.LEVEL OR PITCH UNITS TO THE INDICATED TOLERANCE. E.SUPPORT WATER HEATERS FROM THE STRUCTURE AS DETAILED ON THE PLANS. F.CLEAN DUST AND DEBRIS FROM EACH WATER HEATER PRIOR TO INSTALLATION AND AFTER START-UP AND TESTING. G.INSTALL TEMPERATURE AND PRESSURE RELIEF DRAIN. H.AFTER INSTALLATION HAS BEEN COMPLETED, TEST EACH WATER HEATER TO DEMONSTRATE PROPER OPERATION OF UNIT AT PERFORMANCE REQUIREMENTS SPECIFIED. WHEN POSSIBLE,FIELD CORRECT MALFUNCTIONING UNITS, THEN RETEST TO DEMONSTRATE COMPLIANCE. REPLACE UNITS WHICH CANNOT BE SATISFACTORILY CORRECTED. I.MINIMUM TEMPERATURE SETTING IS 140°F TO AVOID LEGIONNAIRE'S DISEASE. 3.2 GENERAL PIPING A.CUT PIPING ACCURATELY TO JOB MEASUREMENTS AND INSTALL WITHOUT SPRINGING OR FORCING, TRUE TO LINE AND GRADE, GENERALLY SQUARE WITH BUILDING AND ADEQUATELY SUPPORTED TO PREVENT SAGGING OR UNDUE STRESS ON PIPE, FITTINGS, AND ACCESSORIES. B.THOROUGHLY CLEAN ALL PIPE AND MAINTAIN IN SUCH CONDITION THROUGHOUT CONSTRUCTION. TEMPORARILY CAP OFF OR PLUG ENDS OF UNPROTECTED PIPE. C.ARRANGE PIPING AND HANGERS TO ALLOW FOR EXPANSION, CONTRACTION, AND STRUCTURAL SETTLEMENT. DO NOT INSTALL PIPING IN CONTACT WITH THE BUILDING STRUCTURE. ANCHOR PIPES PROPERLY SO EXPANSION/CONTRACTION IS CONTROLLED. D."BULL HEAD" TEES SHALL NOT BE INSTALLED. E.FLUSH ALL PIPES FREE FROM FOREIGN SUBSTANCES BEFORE INSTALLING VALVES, STOPS, OR MAKING FINAL CONNECTIONS. F.INSTALL PIPING AT THE COILS SO THAT COILS CAN BE REMOVED WITH A MINIMUM OF PIPE DISLOCATION. ALL FITTINGS, ETC., SHALL BE READILY ACCESSIBLE. G.VICTAULIC COUPLINGS WITH GROOVED PIPING MAY BE USED ON EXPOSED PIPING SECTIONS IN LIEU OF WELDED JOINTS. OPTION WILL REQUIRE ADDITIONAL SUPPORTS TO PREVENT SAGGING OF PIPE. H.PROVIDE A SUPPORT OR HANGER CLOSE TO EACH CHANGE OF DIRECTION IN THE PIPE, EITHER HORIZONTAL OR VERTICAL. 3.3 PIPE TESTING A.TEST ALL PRESSURE PIPING AT 150 PSIG FOR 4 HOURS WITH NO LEAK OR LOSS OF PRESSURE. REPAIR OR REPLACE DEFECTIVE PIPING UNTIL TESTS ARE ACCOMPLISHED SUCCESSFULLY. B.WASTE, VENT, AND CONDENSATE -FILL TO TOP OF HIGHEST VENT WITH WATER FOR 4 HOURS WITH NO LOSS OF HEIGHT. REPAIR OR REPLACE DEFECTIVE PIPING UNTIL TESTS ARE ACCOMPLISHED SUCCESSFULLY. C.FUEL GAS PIPING -PRIOR TO INITIAL OPERATION, TEST AND PURGE FUEL GAS PIPING IN ACCORDANCE WITH ANSI Z223.1. REPAIR OR REPLACE DEFECTIVE PIPING UNTIL TESTS ARE COMPLETED SUCCESSFULLY. 3.4 IDENTIFICATION A.PIPING: 1.IDENTIFY ALL PIPELINES WITH ADHESIVE MARKERS INDICATING THE CONTENTS AND DIRECTION OF FLOW. 2.MANUFACTURERS; SETON TYPE SETMARK, BRADY, OR PERMA-COLOR. 3.PROVIDE PIPE MARKING AS FOLLOWS: a.PROVIDE AT EACH END OF EACH MARKER, BRADY OR EQUAL, 2-1/4" WIDE SELF-STICKING CLEAR TAPE AROUND THE PERIPHERY OF PIPE OR INSULATION TO FURTHER SECURE THE MARKER. ALL MARKERS SHALL BE INSTALLED AFTER FINISH PAINTING IS COMPLETE. COAT FULL MARKER WITH CLEAR LACQUER AFTER INSTALLATION. b.GUARANTEE THAT "PIPE MARKERS" WILL STAY ON PIPE SYSTEMS FOR A PERIOD OF NOT LESS THAN 5 YEARS. c.IDENTIFY PIPING 2-1/2" AND SMALLER WITH 1" MINIMUM HEIGHT LETTERING EVERY 20' WHERE EXPOSED TO VIEW AND AT VALVES WHERE CONCEALED. d.IDENTIFY PIPING 3" AND LARGER WITH 2" MINIMUM HEIGHT LETTERING EVERY 30' WHERE EXPOSED TO VIEW AND AT VALVES WHERE CONCEALED. e.WHERE PIPING IS PROVIDED WITH INSULATION, PROVIDE THE SIZE LETTERS SCHEDULED ABOVE IN ACCORDANCE WITH THE OUTSIDE DIMENSIONS OF INSULATION. B.EQUIPMENT IDENTIFICATION: IDENTIFY EACH NEW AND EXISTING EQUIPMENT WITH LAMINATED BLACK PLASTIC TAGS WITH ENGRAVED WHITE CORE LETTERING. USE TAGS WITH A MINIMUM THICKNESS OF 1/16", A MINIMUM SIZE OF 1-1/2" X 4", AND WITH 1" HIGH LETTERING. ACCEPTABLE MANUFACTURERS: SETON, W.W. WILCOX, OR BRADY. SECURE TAGS TO EQUIPMENT BY MEANS OF SCREWS OR BOLTS. C.VOLUME DAMPER IDENTIFICATION: INDICATE DAMPER POSITION ON ALL SUPPLY DUCT VOLUME DAMPERS. 3.5 STERILIZATION OF PIPES A.GENERAL: 1.AFTER PRELIMINARY PURGING OF THE SYSTEM, CHLORINATE THE ENTIRE POTABLE DOMESTIC WATER SYSTEM IN ACCORDANCE WITH THE CURRENT RECOMMENDATIONS OF THE AMERICAN WATER WORKS ASSOCIATION AND IN ACCORDANCE WITH ALL PERTINENT STATE AND LOCAL HEALTH CODES AND REGULATIONS. 2.UPON COMPLETION OF THE STERILIZATION, THOROUGHLY FLUSH THE ENTIRE POTABLE WATER SYSTEM AND IMMEDIATELY FILL THE SYSTEM. END OF SECTION 221000 SECTION 231000 -HEATING, VENTILATION AND AIR CONDITIONING PART 1 -GENERAL 1.1 GENERAL A.REFER TO SECTION 220500 -BASIC MECHANICAL REQUIREMENTS. PART 2 -MATERIALS 2.1 SHEET METAL DUCT AND ACCESSORIES A.DUCT SHALL BE FABRICATED OF GALVANIZED CARBON SHEET STEEL CONFORMING TO ASTM A527 (G90) AND THE LATEST SMACNA DUCT CONSTRUCTION MANUALS. B.EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO FOLLOWING PRESSURE CLASSIFICATIONS: 1.SUPPLY DUCTS: a.2" W.G., POSITIVE 2.RETURN AND EXHAUST DUCTS: a.2" W.G., NEGATIVE C.EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANTS OF THE FOLLOWING PRESSURE CLASSIFICATION: 1.SUPPLY DUCTS (CLASS B): a.3" W.G. 2.RETURN DUCTS (CLASS C): a.3" W.G. D.FLEXIBLE DUCT: FINAL FIVE FEET MAXIMUM TO CONNECTIONS TO ALL SUPPLY AIR OUTLETS, RETURN AIR GRILLES, AND EXHAUST GRILLES SHALL BE MADE WITH SOUND ABSORBING FLEXIBLE DUCT. FACTORY INSULATED, 4" W.G. NEGATIVE TO 6" W.G. POSITIVE PRESSURE CLASS ACOUSTICAL DUCT, WITH FULL INTERNAL LINER TO SHIELD AIR FROM FIBERGLASS. MANUFACTURERS: FLEXMASTER TYPE 8M, ATCO INSUL-FLEX, FLEX-AIRE, HART AND COOLEY (GENFLEX). E.FLEXIBLE CONNECTIONS: 30 OUNCE NEOPRENE FIBERGLASS, VENTFAB OR VENTGLAS IF EXPOSED TO THE WEATHER. NO TURNS SHALL HAVE A BEND RADIUS OF R/D > 1.5. F.TURNING VANES: ALL MITERED RECTANGULAR ELBOWS SHALL HAVE TURNING VANES INSTALLED PER SMACNA. 2.2 DUCT INSULATION A.GENERAL 1.MINERAL-FIBER BOARD THERMAL INSULATION: GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. COMPLY WITH ASTM C 612, TYPE IB, WITHOUT FACING AND WITH ALL-SERVICE JACKET MANUFACTURED FROM KRAFT PAPER, REINFORCING SCRIM, ALUMINUM FOIL, AND VINYL FILM. 2.MINERAL-FIBER BLANKET THERMAL INSULATION: GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. COMPLY WITH ASTM C 553, TYPE II, WITHOUT FACING AND WITH ALL-SERVICE JACKET MANUFACTURED FROM KRAFT PAPER, REINFORCING SCRIM, ALUMINUM FOIL, AND VINYL FILM. B.INSULATE ALL CONCEALED SUPPLY DUCTWORK. C.INSULATION INSTALLED INDOORS SHALL HAVE A FLAME/SMOKE SPREAD INDEX OF 25/50 OR LESS. 2.3 GRILLES AND DIFFUSERS A.DIFFUSERS AND RETURN AIR REGISTERS SHALL BE TITUS AS SCHEDULED OR APPROVED SUBSTITUTION (KRUEGER, PRICE). PROVIDE OPPOSED BLADE DAMPERS AS SCHEDULED. B.DRUM LOUVER SHALL BE TITUS WITH OPPOSED BLADE DAMPER AS INDICATED OR EQUIVALENT. 2.4 BALANCE DAMPERS A.OPPOSED BLADE BALANCE DAMPERS: RUSKIN CD35. DAMPERS FOR ROUND DUCTS SHALL BE RUSKIN CDR-25. B.UPSTREAM OF EACH DUCT TO SUPPLY AIR OUTLETS, RETURN GRILLES AND EXHAUST GRILLES. 1.DAMPERS SHALL BE 20 GAUGE GALVANIZED STEEL AND SHALL HAVE A 3/8" MINIMUM SHAFT AND A DURO-DYNE KS385 QUADRANT SET. QUADRANT SHALL BE ACCESSIBLE AND EASILY VISIBLE. WHERE DIFFICULT TO LOCATE, THEY SHALL BE MARKED WITH A RED RIBBON HANGING BELOW THE DUCTS. 2.PROVIDE STANDOFF PLATE FOR INSULATED DUCTS. SECTION 221000 -PLUMBING PART 1 -GENERAL 1.1 GENERAL A.REFER TO SECTION 220500 -BASIC MECHANICAL REQUIREMENTS. PART 2 -MATERIALS 2.1 VALVES A.ALL BALL OR BUTTERFLY VALVES FOR GENERAL USE SHALL HAVE EPT SEATS. B.GENERAL USE VALVES: 1.GATE VALVES: a.1/2" THROUGH 2" -SWEAT: STOCKHAM FIGURE B-108. b.1/2" THROUGH 2" -THREADED: STOCKHAM FIGURE B-105. c.2-1/2" AND ABOVE -FLANGED: STOCKHAM FIGURE G-634 BRONZE FITTED. 2.BALL VALVES -1/2" THROUGH 2": HAMMOND 8000 SERIES. 3.PRESSURE REDUCING VALVES: 2" AND SMALLER -THREADED: BRONZE CONSTRUCTION, WATTS UL5B. 4.SAFETY AND RELIEF VALVES: WATTS NO. 740 SERIES OR WATTS NO. 174A SERIES. 5.CROSS CONNECTION CONTROL: PROVIDE BACKFLOW PREVENTION IN ACCORDANCE WITH CODE FOR EACH PIECE OF EQUIPMENT CAPABLE OF CONTAMINATING THE POTABLE WATER SYSTEM. WHERE PERMITTED BY CODE, VACUUM BREAKERS MAY BE USED. USE BACKFLOW PREVENTERS IN ALL OTHER INSTANCES. C.MANUFACTURERS: HAMMOND, LEGEND, STOCKHAM, WATTS, NIBCO, WILKINS. 2.2 PIPES AND FITTINGS A.SANITARY SOIL, WASTE, VENT, RAIN LEADER SYSTEM: 1.UNDERGROUND: a.CAST IRON; ASTM A888 OR CISPI 301, SOIL, BELL AND PLAIN END WITH NEOPRENE COMPRESSION GASKETS. AB&I COUPLINGS OR "HUSKEY" COUPLINGS ARE ACCEPTABLE ALTERNATES. WRAP WITH "CALPICO" TAPE PER MANUFACTURER'S INSTRUCTION. b.(CONTRACTOR'S OPTION) WHEN CONCEALED ABOVE CEILING (NON-RETURN AIR PLENUM), IN WALLS OR BELOW SLAB, EITHER PVC; ASTM D2665/F891 OR ABS; ASTM D2661/F628 SCHEDULE 40 DWV PIPING WITH SOLVENT WELD FITTINGS MAY BE USED, UNLESS SHOWN OTHERWISE, IF ALLOWED BY LOCAL GOVERNING AUTHORITIES. DO NOT MIX USE OF PVC AND ABS MATERIALS. TRANSITION OF MATERIALS SHALL OCCUR BELOW SLAB OR ABOVE CEILING. FLOOR AND WALL CLEANOUTS SHALL BE CAST IRON AS HEREAFTER SPECIFIED. 2.ABOVEGROUND: a.CAST IRON; ASTM A888 OR CISPI 301, SOIL, PLAIN END (NO HUB). b.(CONTRACTOR OPTION) DWV COPPER; ASTM B306 OR STEEL ASTM A53, WITH DRAINAGE PATTERN FITTINGS MAY BE USED FOR PIPE SIZES 2-1/2" AND SMALLER. 3.ALL VENT PIPING PROTRUDING THROUGH THE ROOF SHALL BE RESISTANT TO UV RADIATION. B.POTABLE WATER: 1.ABOVE GRADE: COPPER; ASTM B88, PRESSURE TYPE L; JOINTS SILVABRITE 100, 95 % TIN, 4 % COPPER, 0.5 % SILVER SOLDER, AND NON CORROSIVE, WATER-SOLUBLE FLUX. 2.UNDERGROUND: COPPER; PRESSURE TYPE K; ASTM B88, BRAZED JOINTS; BCUP SERIES COPPER PHOSPHORUS ALLOY BRAZED. MACHINE WRAP ALL UNDERGROUND PIPING WITH "3M" PIPE WRAP. DOUBLE HAND WRAP ALL JOINTS AND FITTINGS. C.CONDENSATE: 1.EXTERIOR OR RETURN AIR PLENUM: COPPER; TYPE M; ASTM B75, SOLDER JOINTS, ALLOY GRADE 95% TIN, 5% ANTIMONY. 2.INTERIOR OR DUCTED RETURN: PVC, ASTM D2665, SOLVENT WELD JOINTS. D.FUEL GAS PIPING: 1.BLACK STEEL; ASTM A53, SCHEDULE 40; FITTINGS: CLASS 150 MALLEABLE IRON THREADED OR WROUGHT STEEL BUTT WELD FITTINGS. ALL WELDING SHALL BE BY A CERTIFIED WELDER. 2.PROVIDE CORROSION RESISTIVE PAIN ON ALL GAS PIPING. 2.3 PIPING SPECIALTIES A.THERMOMETERS AND WELLS: WEKSLER TYPE A, "ADJUST-ANGLE", 5" DIAL BIMETAL THERMOMETER. B.PRESSURE GAUGES: WEKSLER MODEL BA13P OR EQUAL WEISS, MARCH, OR ASHCROFT, 3-1/2" DIAMETER PHENOLCASE WITH BLACK NUMERALS ON WHITE FACE. INSTALL WITH BOLTON #B250FF BAR STOCK NEEDLE VALVE. SELECT DIAL RANGE SO THAT THE NORMAL OPERATING PRESSURE WILL OCCUR AS CLOSE TO THE MIDPOINT OF THE DIAL RANGE AS POSSIBLE. C.TEMPERATURE AND PRESSURE TEST STATION: 1/4" OR 1/2" MPT "PETE'S PLUG" WITH SOLID BRASS FITTING CAP ON ALL SUPPLY AND RETURN PIPING TO EACH PIECE OF MECHANICAL EQUIPMENT. D.AIR VENTS: HOFFMAN #79 WHERE AUTOMATIC TYPE IS SHOWN UNLESS SPECIFIED OTHERWISE. INSTALL WITH BOLTON #B250FF BAR STOCK NEEDLE VALVE. PROVIDE BOLTON #B250FF BAR STOCK NEEDLE VALVE COCK FOR MANUAL AIR VENT AT COILS AND AT EACH HIGH POINT IN PIPING SYSTEMS. E.FLEXIBLE PIPE CONNECTORS: FLEX HOSE, T-FLEX OR FLEXZORBER JOINTS, ARCH TYPE CONSTRUCTION OF MOLDED NEOPRENE ELASTOMER OR TEFLON, COMPLETE WITH LIMIT BOLTS AND TIE RODS (MASON MFNC OR APPROVED SUBSTITUTION). 2.4 PIPE INSULATION A.PIPE INSULATION 1.PREFORMED MINERAL-FIBER PIPE INSULATION: GLASS FIBERS BONDED WITH A THERMOSETTING RESIN COMPLYING WITH ASTM C547, TYPE 1, WITH FACTORY-APPLIED, ALL-PURPOSE, VAPOR-RETARDER JACKET. 2.APPLICATION: REFER TO THE PLUMBING PIPING INSULATION SCHEDULE FOR ALL PIPE INSULATION APPLICATIONS AND SIZES. 3.INSULATION INSTALLED INDOORS SHALL HAVE A FLAME/SMOKE SPREAD INDEX OF 25/50 OR LESS. 2.5 EQUIPMENT, PIPE SUPPORTS AND PENETRATIONS A.ALL ROTATING EQUIPMENT AND EQUIPMENT CAPABLE OF TRANSMITTING VIBRATION INTO THE SPACE SHALL BE MOUNTED ON VIBRATION ISOLATORS AND BASES OR AS SHOWN ON DRAWINGS. THE ISOLATORS AND BASES SHALL BE PROPERLY SIZED BY THE ISOLATOR MANUFACTURER, TAKING INTO ACCOUNT THE PIECE OF EQUIPMENT AND THE STRUCTURE UPON WHICH IT IS SETTING, SO THAT VIBRATION TRANSMITTED TO THE STRUCTURE IS HELD TO AN ACCEPTABLE LEVEL. B.OPEN SPRINGS WITH SEPARATE SNUBBERS MAY ALSO BE USED. C.THE BASES AND ISOLATORS SHALL BE AS MANUFACTURED BY MASON, KINETICS, SAUSSE, OR AMBER/BOOTH. D.ALL ISOLATORS SHALL BE PROPERLY ADJUSTED SO THAT EQUIPMENT IS LEVEL, SNUBBERS AND SEISMIC TYPE MOUNTS ARE CENTERED, AND NO SHORT CIRCUITING OCCURS. E.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND SIZING ALL PIPING SUPPORTS, HANGERS, AND ACCESSORIES INCLUDING ALL ATTACHMENTS TO THE STRUCTURE. F.PROVIDE PIPE SHIELDS ANCHORS, GUIDES, AND SUPPORTS EQUAL TO GRINNELL, ELCEN, SUPERSTRUT, UNISTRUT. G.ALL HANGERS, SUPPORTS, ANCHORS, GUIDES, AND STRUCTURAL ATTACHMENTS SHALL BE INSTALLED ACCORDING TO GOOD STANDARD PRACTICE AND ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. H.USE CADMIUM PLATED OR GALVANIZED HANGERS, ATTACHMENTS, RODS, NUTS, BOLTS, AND OTHER ACCESSORIES. I.ON PIPES 1-1/4" AND SMALLER THAT ARE INSULATED, RUN THE INSULATION CONTINUOUS THROUGH THE HANGER AND PROVIDE GRINNELL (TYCO) FIGURE 167 (OR EQUIVALENT) GALVANIZED SHEET METAL SHIELDS UNDER THE INSULATION TO PREVENT CRUSHING. J.ON PIPES 1-1/2" AND LARGER THAT ARE INSULATED, PROVIDE PIPE SHIELDS, INC., INSULATED PIPE SUPPORTS. K.ALL ROOFTOP PIPING (GAS, COND. DRAIN, ETC.) IS TO BE SUPPORTED BY ADJUSTABLE PIPE SUPPORTS (MIRO, VERSABLOCK, ETC.). WOOD SUPPORTS ARE UNACCEPTABLE. 2.6 DRAINAGE SPECIALTIES A.CLEANOUTS: PROVIDE WHERE SHOWN AND AS REQUIRED; TYPES AND SIZES AS SCHEDULED. PROVIDE LUBRICATION ON CLEANOUT THREADS AND PROVIDE OWNER WITH THREE (3) CLEANOUT PLUG REMOVAL TOOLS. 1.WALL CLEANOUT: WITH STAINLESS STEEL COVER. 2.FLOOR CLEANOUT: WITH NICKEL BRONZE TOP AND CARPET RING (AS REQUIRED). 3.GRADE CLEANOUT (GCO) SHALL BE SUPPLIED WITH HEAVY DUTY CAST IRON TOP. 4.MANUFACTURERS: JR SMITH, ZURN, JOSAM, WADE. B.FLOOR DRAINS/ FLOOR SINKS: CAST IRON BODY WITH INTEGRAL STRAINER, AND NICKEL BRONZE RIM AND TOP COVER. 1.ACID RESISTANT INTERIOR COATING AT SANITARY LOCATIONS. 2.TRAP PRIMER CONNECTIONS. 3.MANUFACTURERS: JR SMITH, ZURN, JOSAM, WADE, COMMERCIAL ENAMEL. C.ROOF / OVERFLOW DRAINS: CAST IRON BODY WITH METAL STRAINER, SUMP RECEIVER UNDER DECK CLAMP. 1.MANUFACTURERS: JR SMITH, ZURN, JOSAM, WADE. 2.7 FIXTURE SUPPORTS A.GENERAL: PROVIDE PLUMBING FIXTURE CARRIERS, SUPPORTS, AND DEVICES TO CARRY LOADS INDEPENDENTLY OF WALLS OR PARTITIONS. SECURELY BOLT SUPPORTS TO FLOOR WITH POWER-DRIVEN OR DRILLED INSERTS OR STUDS. B.MANUFACTURER: J.R. SMITH, JOSAM, WADE, OR ZURN. 2.8 PLUMBING FIXTURES A.FIXTURE SCHEDULE: FURNISH AND INSTALL AS INDICATED ON THE DRAWINGS. WATER SAVER FIXTURES AND ACCESSORIES SHALL HAVE A PROVEN TRACK RECORD IN THE FIELD. 1.MANUFACTURERS: AMERICAN STANDARD, KOHLER, ZURN, ELKAY, JUST, HAWS, BEST BATH, AQUAGLASS, FIAT, BRADLEY. B.PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS AND FLOOR SINKS AS INDICATED ON THE DRAWINGS. 1.MANUFACTURERS: PPP, JR SMITH, ZURN, SIOUX CHIEF. C.FIXTURE SUPPLIES AND STOPS: 1.GENERAL: ALL SUPPLIES AND STOPS SHALL BE NEW. PROVIDE CHROME PLATED ESCUTCHEONS AT ALL WALL PENETRATIONS. INSULATE ALL SUPPLIES AND STOPS PER ADA STANDARDS. 2.MANUFACTURERS: BRASSCRAFT, EASTMAN, WATTS, MCGUIRE. D.FIXTURE FLOW CONTROLS: TO BE PROVIDED AT EACH FIXTURE AS FOLLOWS: 1.LAVATORY: 0.5 GPM. E.FAUCET / SUPPLY FITTINGS: BRASS CONSTRUCTION, INDEXED HANDLES. 1.MANUFACTURERS: CHICAGO, T&S, SYMMONS, ZURN, AMERICAN STANDARD, ELKAY, MOEN. F.FIXTURE COLOR (UNLESS SELECTED BY ARCHITECT): WHITE. TRIM FINISH: POLISHED CHROME PLATED. G.TRAPS: 17 GAUGE CHROME PLATED WITH CHROME PLATED ESCUTCHEONS AT WALL PENETRATIONS. 2.9 HOSE BIBB: A.PROVIDE SERVICE STOP FOR EACH HOSE BIBB WITH ACCESS PANEL AS REQUIRED TO ACCESS THE VALVE. PROVIDE HOSE BIBB WITH INTEGRAL VACUUM BREAKER. B.MANUFACTURERS: JR SMITH, WOODFORD, ZURN. 2.10 SHOCK ABSORBER/WATER HAMMER ARRESTOR: A.PROVIDE WITH ACCESS PANEL AS NECESSARY. SIZE PER PRESSURE DRAINAGE INSTITUTE (PDI) RECOMMENDATIONS. B.MANUFACTURERS: SIOUX CHIEF, JR SMITH, ZURN. 2.11 WATER HEATERS: A.STORAGE TYPE. 1.GENERAL: U.L. APPROVED, STORAGE TYPE, COMPLY WITH LOCAL ENERGY STANDARDS. 2.MANUFACTURERS: RHEEM, AO SMITH, STATE, LOCHINVAR, OR APPROVED SUBSTITUTE. SIZE AND MODEL NUMBER IS SCHEDULED ON THE DRAWINGS. 3.SECURE WATER HEATER TO WALL WITH SHEET METAL STRAP. 4.PROVIDE DRAIN PAN PIPED TO FLOOR SINK BENEATH ELEVATED WATER HEATER. B.ELECTRIC TANKLESS. 1.GENERAL: U.L. APPROVED, ELECTRIC TANKLESS, COMPLY WITH LOCAL ENERGY STANDARDS. 2.MANUFACTURERS: CHRONOMITE, EEMAX, RINNAI, OR APPROVED SUBSTITUTE. SIZE AND MODEL NUMBER IS SCHEDULED ON THE DRAWINGS. 3.INSTALL TANKLESS WATER HEATER ON WALL PER THE MANUFACTURERS REQUIREMENTS. SECTION 220500 -BASIC MECHANICAL REQUIREMENTS PART 1 -GENERAL 1.1 GENERAL A.REFER TO THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, AND DIVISION 1 GENERAL REQUIREMENTS. 1.2 SCOPE OF WORK A.PROVIDE ALL DETAILED DESIGN AND COORDINATION, LABOR, EQUIPMENT, AND MATERIALS THAT ARE REQUIRED TO PROVIDE A COMPLETE INSTALLATION AND COMPLETE OPERATING SYSTEM(S) AS INDICATED ON THE DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS INCLUDING THAT REASONABLY INFERRED FOR PROPER EXECUTION OF WORK AND SYSTEM OPERATION. B.PROVIDE CUTTING, PATCHING EXCAVATION AND BACK FILL AS REQUIRED FOR EXECUTION OF WORK PERFORMED UNDER THIS SECTION UNLESS SPECIFICALLY PROVIDED FOR UNDER OTHER SECTIONS. C.COORDINATE WITH WORK PERFORMED BY OTHER SECTIONS IN ORDER TO ACCOMMODATE THE REQUIREMENTS OF THIS SECTION AND TO ENSURE ADEQUATE SPACE AND PROPER LOCATION FOR ALL NECESSARY WORK ON THIS PROJECT WHETHER OR NOT WORK IS UNDER THIS SECTION. PROVIDE COORDINATION DRAWINGS AS NECESSARY. 1.SPACE PREFERENCE: CAREFULLY CHECK AND COORDINATE THE LOCATION AND LEVEL OF ALL PIPES, DUCTS, ETC. RUN PRELIMINARY LEVELS AND CHECK WITH ALL TRADES SO THAT CONFLICTS IN ALL LOCATIONS MAY BE AVOIDED. WHERE CONFLICTS OCCUR, IF ANY, THE FOLLOWING PREFERENCE SCHEDULE SHALL BE FOLLOWED: a.RECESSED ELECTRICAL LIGHT FIXTURES. b.DUCTWORK. c.SPRINKLER PIPING. d.SOIL, WASTE, VENT AND STORM PIPING. e.REFRIGERATION PIPING. f.DOMESTIC WATER PIPING. g.ELECTRICAL CONDUITS. 2.HOWEVER, NO DUCTWORK OR REFRIGERANT LINES SHALL HAVE PREFERENCE OVER PLUMBING LINES BELOW PLUMBING FIXTURES, OR OVER ELECTRICAL CONDUITS ABOVE OR BELOW ELECTRIC SWITCHGEAR AND PANELS. NO PIPING CONVEYING FLUIDS SHALL BE INSTALLED DIRECTLY OVER ELECTRICAL EQUIPMENT. D.PROVIDE ALL NECESSARY RIGGING, EQUIPMENT AND MANPOWER TO SET EQUIPMENT AND MATERIALS IN PLACE AND TO REMOVE DEMOLISHED EQUIPMENT AND MATERIALS FROM THE SITE. E.PROVIDE ALL SEISMIC RESTRAINTS REQUIRED BY CODE, FOR ALL EQUIPMENT, DUCT, PIPE, AND MATERIALS FURNISHED UNDER THIS SECTION. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF THE RESTRAINTS AND FOR PROOF OF ADEQUACY OF THE RESTRAINTS AND SHALL SUBMIT SIGNED SEISMIC CALCULATIONS PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER, WHERE REQUIRED. F.PROVIDE LAYOUT OF EQUIPMENT SUPPORTS, PIPING, AND DUCTWORK. G.PROVIDE COMPLETE START-UP, CHECK-OUT, TESTING, AIR/WATER BALANCE AND CERTIFICATION OF SYSTEMS. TEST AND BALANCE TO BE PERFORMED BY AN INDEPENDENT, QUALIFIED FIRM. H.PROVIDE COMPLETE TEMPERATURE AND EQUIPMENT CONTROL SYSTEMS AS INDICATED. I.PROVIDE COLD AND HOT WATER SYSTEMS, GAS, PLUMBING WASTES, VENTS, INDIRECT DRAINS, RAIN LEADERS AND CONNECTIONS TO SITE PLUMBING AS REQUIRED. J.PROVIDE PLUMBING EQUIPMENT, FIXTURES, AND TRIM AS INDICATED HEREIN AND ON THE DRAWINGS. PROVIDE ROUGH IN AND ALL FINAL CONNECTIONS TO EQUIPMENT AND FIXTURES. PROVIDE CHROME PLATED STOPS AND SUPPLIES AND ESCUTCHEON PLATES, SERVICE STOPS, AND ACCESS PANELS FOR ALL FIXTURES AND EQUIPMENT. K.PROVIDE ALL PLUMBING ITEMS REQUIRED FOR COMPLETE AND PROPERLY OPERATING PLUMBING INSTALLATION IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 1.3 CODES AND STANDARDS A.THE WORK INSTALLED UNDER THIS SECTION SHALL CONFORM TO ALL APPLICABLE LOCAL CODES, REGULATIONS, LOCAL CODE AMENDMENTS AND STANDARDS. B.DO NOT CONSTRUE ANYTHING CONTAINED IN THESE SPECIFICATIONS OR DRAWINGS TO PERMIT WORK TO BE INSTALLED THAT DOES NOT CONFORM TO CODE. 1.4 DRAWINGS AND SPECIFICATIONS A.THE DRAWINGS PROVIDED ARE SCHEMATIC IN NATURE. ABSOLUTE ACCURACY OF THE DRAWINGS AND SPECIFICATIONS CAN NOT BE GUARANTEED. WHILE REASONABLE EFFORT HAS BEEN MADE TO COORDINATE THE LOCATION OF EQUIPMENT AND MATERIALS WITH THE STRUCTURE AND OTHER TRADES, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE EXACT REQUIREMENTS AND LOCATIONS AS GOVERNED BY ACTUAL JOB CONDITIONS. CHECK ALL INFORMATION AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE FABRICATION AND IN TIME TO AVOID ANY UNNECESSARY CHANGES. 1.5 GUARANTEE AND WARRANTIES A.ALL MATERIALS, PARTS, EQUIPMENT, MODIFICATIONS MADE, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE OF WORK. SHOULD SUCH PARTS, MATERIALS, OR WORKMANSHIP BE FOUND TO BE DEFECTIVE DURING THIS PERIOD, THEY SHALL BE RECTIFIED AT NO COST TO THE OWNER. 1.6 FEES A.PROVIDE, PROCURE, AND PAY FOR ALL PERMITS, SERVICES, METERS, LICENSES, FEES, ETC., REQUIRED FOR PERFORMANCE OR WORK OF THIS SECTION. THIS INCLUDES COORDINATION WITH UTILITY PROVIDERS FOR PROPER PHASING OF INSTALLATION. B.UPON COMPLETION OF THE WORK, DELIVER TO THE ARCHITECT, ALL CERTIFICATES OF APPROVAL SIGNED BY THE CONTROLLING AUTHORITIES. 1.7 SUBMITTAL DATA A.COMPLETE SUBMITTAL DATA SHALL BE FURNISHED ON ALL MECHANICAL AND PLUMBING ITEMS WHETHER AS SPECIFIED OR PROPOSED AS ALTERNATES. THE SUBMITTALS SHALL BE SUBMITTED ELECTRONICALLY. B.EQUIPMENT, MATERIALS, AND PRODUCTS SPECIFICALLY IDENTIFIED, DESCRIBED, OR SCHEDULED ON THE DRAWINGS AND NAMED FIRST IN THE SPECIFICATIONS ARE THE BASIS OF DESIGN. THE OTHER MANUFACTURERS OR SUPPLIERS WHICH MAY BE NAMED IN THE SPECIFICATION ONLY INDICATE THE GENERAL ACCEPTABILITY OF THE MANUFACTURER OR SUPPLIER AND ARE CONSIDERED SUBSTITUTIONS. C.THIS CONTRACTOR ASSUMES FULL RESPONSIBILITY THAT ALTERNATIVE ITEMS SUBSTITUTED FOR THE FIRST NAMED MANUFACTURER WILL MEET THE JOB REQUIREMENTS AND IS RESPONSIBLE FOR THE COST OF REDESIGN AND MODIFICATIONS NECESSARY DUE TO THIS SUBSTITUTION. 1.8 RECORD DRAWINGS A.RECORD OF JOB PROGRESS: KEEP AN ACCURATE, DIMENSIONAL RECORD OF THE AS-BUILT LOCATIONS OF ALL WORK. B.FINAL AS-BUILT REPRODUCIBLE DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND OWNER PRIOR TO FINAL ACCEPTANCE. 1.9 OPERATING AND MAINTENANCE INSTRUCTIONS A.FURNISH THREE (3) COMPLETE SETS OF OPERATING AND MAINTENANCE INSTRUCTIONS FOR ALL EQUIPMENT BOUND IN A RIGID BINDER AND INDEXED. 1.10 EQUIPMENT SUPPORT AND RESTRAINTS A.GENERAL: ALL EQUIPMENT, PIPING, DUCTWORK, AND MATERIALS SHALL BE FASTENED TO THE STRUCTURE WITH PROPERLY SIZED AND STRUCTURALLY ENGINEERED ANCHORS, BOLTS, AND RESTRAINTS TO PREVENT PERMANENT DISPLACEMENT IN ANY DIRECTION CAUSED BY LATERAL MOTION, OVERTURNING, OR UPLIFT AS REQUIRED BY THE BUILDING CODE. B.ALL ISOLATORS SHALL BE FASTENED TO THE STRUCTURE AND TO THE EQUIPMENT WITH PROPERLY SIZED AND STRUCTURALLY ENGINEERED ANCHORS AND BOLTS. C.THE ENGINEER PROVIDING THE REQUIRED CALCULATIONS SHALL INSPECT ALL SUPPORTS AND ATTACHMENTS DESIGNED BY HIM AND PROVIDE A LETTER TO ARCHITECT OF RECORD CERTIFYING THAT THEY HAVE BEEN INSTALLED AS DESIGNED. 1.11 RELATED WORK SPECIFIED ELSEWHERE A.THE FOLLOWING ITEMS ARE TO BE INCLUDED IN OTHER SECTIONS TO BE DONE BY OTHER TRADES. WHERE COORDINATION IS NECESSARY, THIS CONTRACTOR SHALL PROVIDE IT. 1.ALL ELECTRICAL POWER WIRING INCLUDING FIELD CONNECTIONS. 2.PAINTING AND PATCHWORK. 3.STRUCTURAL INTERFERENCE AND PENETRATIONS. 1.12 START-UP SERVICES A.CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OPERATION OF ALL SYSTEMS, MINOR SUBSYSTEMS, AND SERVICES PROVIDED UNDER THIS DIVISION. HE SHALL COORDINATE START-UP PROCEDURES, CALIBRATION, AND SYSTEM CHECK-OUT WITH ALL SUBCONTRACTOR AND TRADES INVOLVED. ANY SYSTEM OPERATIONAL PROBLEMS SHALL BE DIAGNOSED AND ALL CORRECTIONAL PROCEDURES SHALL BE INITIATED WITH THE VARIOUS SUBCONTRACTORS AS REQUIRED TO BRING THE SYSTEM INTO COMPLIANCE WITH THE DESIGN INTENT. B.PERSONNEL PERFORMING START-UP SERVICES SHALL BE FULLY QUALIFIED, EXPERIENCED, AND NORMALLY ENGAGED IN THIS TYPE OF WORK. IF THE CONTRACTOR DOES NOT HAVE SUCH PERSONNEL AVAILABLE FROM HIS OWN COMPANY, HE SHALL HIRE, AT HIS OWN EXPENSE, SUBCONTRACTORS WHO ARE QUALIFIED. C.THE CONTRACTOR SHALL CHECK ALL EQUIPMENT DURING THE INITIAL START-UP TO ENSURE PROPER OPERATION, ADEQUATE FLUIDS AND WATER FLOWS OR AIR FLOWS, AND VIBRATION ISOLATION. SYSTEMS SHALL BE CHECKED FOR AIR AND/OR WATER FLOWS THROUGHOUT WITHOUT BLOCKAGES. AIR HANDLING SYSTEMS SHALL BE CHECKED FOR PROPER DAMPER CONNECTIONS AND POSITIONS, AND MINIMAL VIBRATION. OTHER MISCELLANEOUS EQUIPMENT SHALL BE STARTED AND OPERATED AS DESCRIBED ABOVE AS APPLICABLE. D.A FINAL AND COMPLETE START-UP AND BALANCE REPORT SHALL BE SUBMITTED PRIOR TO FINAL ACCEPTANCE AND PAYMENT. THIS REPORT SHALL BE SIGNED BY EACH PERSON DOING THE START-UP TASK AND BY THE RESPONSIBLE FIELD PERSON. REPORT SHALL INCLUDE, BUT NOT BE LIMITED TO: DATE OF TEST; DATE OF LAST CALIBRATION; TEMPERATURES; HUMIDITIES; SET POINTS; RPM; VOLTAGE, AMPERAGE; PRESSURES; STABILITY; SUPPLY, RETURN AND OUTSIDE AIRFLOWS AT EACH UNIT AND EACH UNIT AND EACH TERMINAL; ETC. END OF SECTION 220500 REVISION SCHEDULE NAME DATE FOR PERMIT 8-14-23 09/22/2023 J PC DS M CONDUIT CONTINUATION CONDUIT CONCEALED IN WALL OR CEILING CONDUIT EXISTING CONDUIT CONCEALED UNDERGROUND CONDUIT STUB DOWN STUB THROUGH CONDUIT STUB UP JUNCTION BOX (NEW, EXISTING, DEMO) ELECTRICAL DISTRIBUTION PANELBOARD EQUIPMENT ENCLOSURE AS NOTED SIMPLEX RECEPTACLE DUPLEX RECEPTACLE (NEW, EXISTING, DEMO) DOUBLE DUPLEX RECEPTACLE OVER-COUNTER RECEPTACLE CONTROLLED RECEPTACLE EMERGENCY EXIT SIGN WITH BATTERY BACKUP: SHADED QUARTER OF SYMBOL INDICATES LIGHTED 'EXIT' ON THAT FACE ARROWS INDICATE LIGHTED DIRECTIONAL ARROW ON THAT FACE. CONNECT TO UNSWITCHED LOCAL LIGHTING CIRCUIT EMERGENCY LIGHTING (SURFACE, RECESSED) CONNECT TO UNSWITCHED LOCAL LIGHTING CIRCUIT FIXTURES WITH HALF-SHADING ARE EMERGENCY LIGHTS WITH BATTERY BACKUP. BATTERY BACKUP SHALL PROVIDE MINIMUM 1100 LUMENS PER FIXTURE FOR 90 MINUTES. EMERGENCY BATTERY UNIT SHALL BE CONNECTED TO UNSWITCHED LOCAL LIGHTING CIRCUIT. FIXTURES SHALL BE SWITCHED WITH ROOM LIGHTS. FIXTURES TO REMAIN ON AT LOSS OF POWER. FIXTURES WITH 'NL' SHALL BE EMERGENCY/NIGHT LIGHTS CONNECTED FOR 24 HOUR OPERATION. 2X4 LIGHT FIXTURE PENDANT FIXTURE RECESSED DOWNLIGHT FIXTURE WALL MOUNTED FIXTURE LIGHT FIXTURE CALLOUT E J XX SWITCH X =2 -DOUBLE POLE-DOUBLE THROW 3 -THREE-WAY 3 -FOUR-WAY D -DIMMER HP -HORSEPOWER RATED SWITCH WITH THERMAL OVERLOADS SIZED AS REQUIRED BY EQUIPMENT LABEL RATING K -KEY OPERATED OV -LOW VOLTAGE MOMENTARY OVERRIDE SWITCH OS -OCCUPANCY SENSOR PASSIVE INFRARED WALL SWITCH, WITH A 30 MINUTE TIME DELAY, PROVIDE WITH STAINLESS STEEL FACEPLATE P -NEON PILOT LIGHT L -LIGHTED SWITCH T -TIMER AS NOTED W -WIRELESS SWITCH WP -WEATHERPROOF KEYED NOTES CALLOUT REVISION DELTA X 1 SPECIAL ELECTRICAL CONNECTION: COORDINATE REQUIREMENTS WITH EQUIPMENT BEING SERVED MOTOR CONNECTION STARTER OR CONTACTOR: SIZE AS REQUIRED BY EQUIPMENT MANUFACTURER COMBINATION MOTOR STARTER/DISCONNECT: SIZE AS REQUIRED BY EQUIPMENT MANUFACTURER DISCONNECT SWITCH: SIZE AS REQUIRED BY EQUIPMENT MANUFACTURER F=FUSED, BLANK=UNFUSED SWITCH/DISCONNECT CONFIGURATION DESIGNATION NUMBER OF POLES AMPERE RATING OF THE SWITCH NEMA CLASSIFICATION THERMOSTAT OR TEMPERATURE SENSOR: SEE MECHANICAL DRAWINGS FOR LOCATIONS FURNISH AND INSTALL BACKBOX AND 1"C TO ABOVE ACCESSIBLE CEILING. COORDINATE INSTALLATION WITH MECHANICAL SMOKE DAMPER: SEE MECHANICAL DRAWINGS FOR LOCATIONS VERIFY REQUIREMENTS WITH MECHANICAL AND FIRE PROTECTION FURNISH AND INSTALL ALL ELECTRICAL REQUIRED FOR COMPLETE OPERATIONAL SYSTEM DUCT TYPE SMOKE DETECTOR: SEE MECHANICAL DRAWINGS FOR LOCATIONS VERIFY REQUIREMENTS WITH MECHANICAL AND FIRE PROTECTION FURNISH AND INSTALL ALL ELECTRICAL REQUIRED FOR COMPLETE OPERATIONAL SYSTEM MECHANICAL EQUIPMENT CALLOUT 1 / 30 / 3 XX XX T TS D SD J J A/V GFCI RECEPTACLE GFCI OVER-COUNTER RECEPTACLE GFCI CONTROLLED RECEPTACLE WEATHERPROOF GFCI RECEPTACLE ISOLATED GROUND RECEPTACLE USB CHARGER/DUPLEX RECEPTACLE OVER-COUNTER USB CHARGER/DUPLEX RECEPTACLE CONTROLLED USB CHARGER/DUPLEX RECEPTACLE FLOOR RECEPTCLES: FLUSH WITH COVER FLUSH FLOOR BOX DUPLEX RECEPTACLE, COMM/DATA, A/V CEILING RECEPTACLE: FLUSH WITH CEILING HOMERUN 2X2 LIGHT FIXTURE STRIP LIGHT FIXTURE WALL SCONCE RECESSED STEP FIXTURE BOLLARD FIXTURE POST TOP LIGHT FIXTURE, POLE, AND BASE SWITCH 120/277 VOLT, 20 AMP CEILING OCCUPANCY SENSOR OS INTERIOR DAYLIGHT SENSOR EXTERIOR PHOTOCELL TELEPHONE TERMINAL BOARD (PLAN VIEW) SIGNAL OUTLETS SYSTEM NOTES: SYSTEMS ARE RACEWAY ONLY FOR THIS CONTRACTOR UON. 4" SQUARE BOX MINIMUM WITH SINGLE GANG MUD RING UON. 1" MINIMUM CONDUIT SIZE FROM BOX TO NEAREST ACCESSIBLE CEILING. TELEPHONE-DATA OUTLET WEATHERPROOF GFCI RECEPTACLE OVER-COUNTER WEATHERPROOF GFCI RECEPTACLE HORIZONTAL FACEPLATE SMOKE/CO DETECTOR: KIDDE i12010SCO (OR APPROVED EQUIVALENT) SD ## DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 1 0 : 1 2 : 4 1 A M E000 ELECTRICAL SYMBOLS & ABBREV. 08/14/2023 23041 M. OWENS GENERAL NOTES: A. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 EDITION OF THE NATIONAL ELECTRICAL CODE, ALL LOCAL CODES, AND TO THE FULL ACCEPTANCE OF THE AUTHORITY HAVING JURISDICTION. WHENEVER THE REQUIREMENTS OF THE ELECTRICAL SPECIFICATIONS OR DRAWINGS EXCEED THOSE OF THE APPLICABLE CODES OR STANDARDS, THE REQUIREMENTS OF THE SPECIFICATIONS AND DRAWINGS SHALL GOVERN. B. BIDDERS SHALL VIEW THE SITE AND SHALL INCLUDE ALL COSTS INCURRED BY EXISTING CONDITIONS IN THE BID PROPOSAL. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WTIH ALL RELEVANT BID DOCUMENTS, BID FORMS AND SPECIFICATIONS. ANY INCREASED COST INCURRED DUE TO FAILURE TO BECOME FAMILIAR WITH THESE DOCUMENTS SHALL BE BORNE BY THE CONTRACTOR. WORK SHALL INCLUDE ALL LABOR, EQUIPMENT, APPLIANCES, MATERIALS, TRANSPORTATION, FACILITIES AND SERVICES NECESSARY FOR AND/OR REASONABLY INCIDENTAL TO THE COMPLETION OF ALL ELECTRICAL WORK IN STRICT COMPLIANCE WITH THE DRAWINGS AND OTHER CONTRACT DOCUMENTS. WORK SHALL INCLUDE, BUT NOT BE NECESSARILY LIMITED TO, THE WORK SPECIFIED AND INDICATED ON DRAWINGS. C. OBTAIN ALL PERMITS, COORDINATE, FURNISH, INSTALL, CONNECT AND TEST ALL ELECTRICAL EQUIPMENT REQUIRED FOR ALL THE SYSTEMS INSTALLED UNDER THIS CONTRACT TO INSURE COMPLETE AND FULLY OPERATIONAL SYSTEMS. D. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS-BUILT DRAWINGS. AS-BUILT SET OF DRAWINGS SHALL BE UPDATED DAILY AND SHALL DOCUMENT THE ACTUAL INSTALLED CONDITION OF THE ENTIRE ELECTRICAL INSTALLATION. AS-BUILT SET OF DRAWINGS SHALL BE AVAILABLE AT ALL TIMES ON THE SITE FOR INSPECTION BY CODE OFFICIALS, OWNER, ARCHITECT, AND ENGINEER. E. PROPOSED MODIFICATIONS OF ENGINEERED ELECTRICAL DRAWINGS SHALL BE APPROVED BY ENGINEER OF RECORD PRIOR TO PROCEEDING WITH WORK. PROPOSED CHANGES SHALL COMPLY WITH ALL APPLICABLE CODES/JURISDICTION REQUIREMENTS. COST OF ANY ENGINEERING/REVIEW REQUIRED BY PROPOSED CHANGES SHALL BE BORNE BY ENTITY PROPOSING CHANGE. F. DESIGN IS BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS TO DETERMINE STATUS OF ACTUAL CONDITIONS AS THEY RELATE TO THE SCOPE OF WORK AS SHOWN ON THESE PLANS. G. COORDINATE ALL ELECTRICAL WORK WITH ALL OTHER TRADES. H. COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS OF ALL ELECTRICAL EQUIPMENT AND DEVICES WITH THE ARCHITECTURAL ELEVATIONS AND DETAILS PRIOR TO ROUGH-IN. I. CONTRACTOR SHALL COORDINATE WITH WALL TYPES AND FURNISH AND INSTALL EXTENSION RINGS AS REQUIRED. (I.E. WALLS WITH TWO LAYERS OF GYP BOARD). J. ALL MATERIALS AND EQUIPMENT FURNISHED TO THE PROJECT SHALL BE NEW AND SHALL BEAR THE LISTING LABEL OF A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL), WHERE APPLICABLE. K. ALL ELECTRICAL BOXES, FITTINGS AND CABINETS SHALL BE OF STEEL CONSTRUCTION, GALVANIZED OR POWDER COATED, NEMA 1 TYPE, UON. L. ALL DEVICES (SWITCHES/RECEPTACLES/TELECOMMUNICATIONS) SHALL BE ALMOND AND COVERPLATES SHALL BE ALMOND, UON. M. ALL CIRCUIT BREAKERS SUPPLYING MOTOR LOADS SHALL BE HACR RATED. N. ALL ELECTRICAL DEVICES AND TERMINALS SHALL BE RATED 75°C MINIMUM. O. ALL CONDUCTORS SHALL BE STRANDED COPPER, 600 VOLT RATED. INSULATION TYPE SHALL BE THHN/THWN, FULLY COLOR CODED WITH GAUGE, TYPE AND MANUFACTURER MARKED EVERY 24" ALONG. CONDUCTOR COLOR CODE SHALL BE AS FOLLOWS: 208Y/120 VOLT SYSTEM 480Y/277 VOLT SYSTEM PHASE A -BLACK PHASE A -BROWN PHASE B -RED PHASE B -ORANGE PHASE C -BLUE PHASE C -YELLOW NEUTRAL -WHITE NEUTRAL -GRAY GROUND -GREEN GROUND -GREEN P. MINIMUM SIZE WIRE FOR POWER AND LIGHTING CIRCUITS SHALL BE #12 AWG, UON. CONDUCTOR SIZE SHALL BE CONTINUOUS THROUGHOUT THE ENTIRE LENGTH OF THE CIRCUIT. Q. ALL CIRCUITS SHALL HAVE AN INDEPENDENT NEUTRAL CONDUCTOR. NO EDISON STYLE SHARED NEUTRAL CONDUCTORS ARE ALLOWED. R. ALL CONDUITS SHALL CONTAIN A GROUND CONDUCTOR SIZED PER NEC. S. ALL POWER AND LIGHTING CONDUCTORS SHALL BE ROUTED IN 3/4" CONDUIT MINIMUM. NO MC TYPE CABLE IS ALLOWED WITH THE EXCEPTION OF CEILING WHIPS 6' OR LESS. T. CONDUIT AND WIRE FOR FEEDER OR BRANCH CIRCUITS SHALL NOT BE RUN ON OR ABOVE THE ROOF. ELECTRICAL SERVICES FOR ROOF MOUNTED EQUIPMENT ARE TO BE RUN IN A STRAIGHT LINE FROM THE ROOF PENETRATION TO THE ELECTRICAL CONNECTION FOR THE UNIT SERVED. U. ROUTE ALL CONDUIT HOME RUNS TO PANELS OVERHEAD AND ABOVE ACCESSIBLE CEILINGS WHERE AVAILABLE. V. INSTALL CONDUIT A MINIMUM OF 4" BELOW BOTTOM OF CONCRETE SLAB WHERE RUNNING UNDER FLOOR. ALL ELBOWS SHALL BE RIGID METAL CONDUIT OR INTERMEDIATE METAL CONDUIT. W. ALL EQUIPMENT, SWITCHING DEVICES AND PANELS SHALL BE MOUNTED SO AS TO BE ACCESSIBLE AND SHALL BE MOUNTED PLUMB AND SQUARE WITH WALLS. X. BOXES MOUNTED IN A COMMON WALL SHALL BE OFFSET A MINIMUM OF 12" OR MOUNTED IN ADJACENT STUD SPACES. BOXES MOUNTED BACK-TO-BACK ARE NOT ALLOWED. Y. ALL ELECTRICAL EQUIPMENT, RACEWAY, FIXTURE AND DEVICE SUPPORTS SHALL BE CAPABLE OF SUSTAINING NOT LESS THAN FOUR (4) TIMES THE ULTIMATE WEIGHT OF THE OBJECT OR OBJECTS. FASTEN SUPPORTS TO THE BUILDING STRUCTURE. CONDUIT IS NOT PERMITTED TO BE SUPPORTED FROM THE CEILING FIXTURE WIRES. Z. FURNISH AND INSTALL SAFETY WIRES AT ALL LIGHT FIXTURES INSTALLED IN A SUSPENDED CEILING. AA. MOUNTING METHODS INDICATED AND REFERRED TO ARE MINIMUM CODE REQUIREMENTS. COMPLY WITH LOCAL CODES FOR ADDITIONAL SEISMIC RESTRAINTS. BB. DEVICES AND RACEWAYS PENETRATING FIRE RATED WALLS AND FLOORS SHALL BE SEALED WITH FIRE RESISTIVE MATERIAL, COMPATIBLE WITH CONSTRUCTION PENETRATED, TO MAINTAIN RATING OF THE WALL. SEALANT SYSTEM SHALL BE A NRTL APPROVED SYSTEM AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS. CC. FURNISH AND INSTALL A PULL CORD IN ALL EMPTY CONDUITS. DD. MAKE ALL CONNECTIONS TO EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. EE. ALL CONDUCTORS IN ELECTRICAL PANELS, CABINETS AND EQUIPMENT SHALL BE NEATLY TRAINED AND LACED. FF. CLEARLY LABEL ALL ACCESSIBLE CONDUIT STUBS WITH SYSTEM NAME AND LOCATION (ROOM NUMBER) WHERE THE OTHER END OF THE CONDUIT TERMINATES. USE INDELIBLE INK. THE LABELS SHALL BE LOCATED ON THE CONDUIT IN A POSITION THAT CAN BE EASILY READ BY THE OWNER IN THE FUTURE. GG. ALL JUNCTION BOX COVERS WITH POWER WIRING SHALL HAVE THE PANEL AND CIRCUIT LABELED ON THE OUTSIDE SURFACE. ALL LABELS FOR EXPOSED JUNCTION BOXES IN "FINISHED AREAS" SHALL BE LABELED UTILIZING CLEAR SELF ADHESIVE LABELS PRODUCED BY A MECHANICAL LABELING MACHINE. LABELS FOR JUNCTION BOX COVERS IN CONCEALED LOCATIONS SHALL CONSIST OF THE INFORMATION BEING NEATLY HANDWRITTEN ON THE OUTSIDE SURFACE OF THE COVER WITH A PERMANENT STYLE MARKER. JUNCTION BOX COVERS FOR FIRE ALARM AND EMERGENCY SYSTEMS SHALL BE PAINTED RED AND LABELED "FA" FOR FIRE ALARM AND "E" FOR EMERGENCY. HH. THE CONTRACTOR SHALL PROVIDE TYPED CIRCUIT PANEL DIRECTORIES FOR ALL PANELS THAT CONTAIN CIRCUITS IMPACTED BY THIS PROJECT. OLD DIRECTORIES SHALL BE RETAINED BEHIND THE NEW. AI.THE CONTRACTOR SHALL PROVIDE SUBMITTALS TO THE GENERAL CONTRACTOR FOR APPROVAL BY ARCHITECT AND ENGINEER PRIOR TO ORDERING EQUIPMENT. SUBMITTALS SHALL CONSIST OF CATALOG CUT DESIGNATING PART NUMBERS TO BE SUPPLIED FOR EACH TYPE OF THE FOLLOWING: ELECTRICAL GEAR, LIGHT FIXTURES, BALLASTS, DRIVERS, LAMPS, DEVICES AND COVERPLATES. DRAWING INDEX ELECTRICAL E000 ELECTRICAL SYMBOLS & ABBREV. E001 ENERGY COMPLIANCE FORMS E002 RISER, DETAILS, AND SCHEDULES E011 LIGHTING PLAN LEVEL 1 E021 POWER PLAN LEVEL 1 E022 EXISTING POWER PLAN LEVEL 1 E031 MECHANICAL POWER PLAN LEVEL 1 E032 MECHANICAL POWER ROOF PLAN ES00 1 ELECTRICAL SPECIFICATIONS ES00 2 ELECTRICAL SPECIFICATIONS ELECTRICAL ABBREVIATIONS SYMBOLS #"C SIZE OF TRADE SIZE CONDUIT. # = 1/2"C, 2"C. #P NUMBER OF POLES. # = 1P, 2P, ETC. #W NUMBER OF WIRES, # = 3W, 4W, ETC. A AMPERE AC ALTERNATING CURRENT ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM ANN ANNUNCIATOR AUX AUXILIARY AWG AMERICAN WIRE GAUGE C CONDUIT CB CIRCUIT BREAKER CD CANDELLA CLG CEILING CT CURRENT TRANSFORMER CU COPPER DC DIRECT CURRENT DPDT DOUBLE POLE, DOUBLE THROW DPST DOUBLE POLE, SINGLE THROW EMT ELECTRICAL METALLIC TUBING EP EXPLOSION PROOF EWH ELECTRIC WATER HEATER F FUSE FACP FIRE ALARM CONTROL PANEL GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND FAULT INTERRUPTER GND GROUND HOA HAND-OFF-AUTO HP HORSE POWER HVAC HEATING VENTILATION AND AIR CONDITIONING I/O INPUT / OUTPUT IG ISOLATED GROUND INC INCANDESCENT J-BOX JUNCTION BOX KCMIL THOUSAND CIRCULAR MIL KO KNOCK OUT KV KILOVOLT KVA KILOVOLT AMPERE KW KILOWATT KWH KILOWATT HOUR LV LOW VOLTAGE MCC MOTOR CONTROL CENTER MDSB MAIN DISTRIBUTION SWITCHBOARD MFR MANUFACTURER MLO MAIN LUG ONLY N/A NOT APPLICABLE NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NESC NATIONAL ELECTRICAL SAFETY CODE NO NORMALLY OPEN NO. NUMBER NRTL NATIONALLY RECOGNIZED TESTING LABORATORY - AS DEFINED BY OSHA O.H. OPPOSITE HAND - MIRRORED OR ROTATED LAYOUT OC OVER COUNTER TOP BACKSPLASH - COORDINATE INSTALLATION OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PF POWER FACTOR PH PHASE REV REVISION RTU ROOF TOP UNIT SPDT SINGLE POLE, DOUBLE THROW SPST SINGLE POLE, SINGLE THROW SST SOFT START/STOP MOTOR STARTER TTB TELEPHONE TERMINAL BOARD TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR TYP TYPICAL UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTABLE POWER SUPPLY USB UNIVERSAL SERIAL BUS V VOLTAGE VA VOLT-AMPERE VFD VARIABLE FREQUENCY MOTOR DRIVE WP WEATHERPROOF XFMR TRANSFORMER XFR TRANSFER SWITCH REVISION SCHEDULE NAME DATE PERMIT SET 8/14/23 CITY COMMENT 9/22/23 Lighting Fixture Schedule Type Count Lamp Description Mounting Manufacturer Model Voltage Wattage Comments A 19 LED 8" ROUND DOWNLIGHT RECESSED PREMIUM QUALITY 90993 120 V 25 VA OR APPROVED EQUIVALENT AE 7 LED 8" ROUND DOWNLIGHT - EMERGENCY RECESSED PREMIUM QUALITY 90993 55320 120 V 25 VA WITH 90 MINUTE BATTERY BACKUP OR APPROVED EQUIVALENT B 19 LED 6" DOWNLIGHT RECESSED PREMIUM QUALITY 93091 120 V 15 VA HALO PD6 15 D01B PDM6B 840 61V H ALSO ACCEPTABLE C 33 LED 2X2 TROFFER SURFACE - RECESSED LITHONIA ENVX 2X2 HRG 2000LM 90CRI 40K MIN10 MVOLT 120 V 17 VA METALUX CRUZE ST 22CZ2 ALSO ACCEPTABLE CE 6 LED 2X2 TROFFER - EMERGENCY SURFACE - RECESSED LITHONIA ENVX 2X2 HRG 2000LM 90CRI 40K MIN10 MVOLT E10WLCP 120 V 17 VA METALUX CRUZE ST 22CZ2 ALSO ACCEPTABLE D 35 LED 2X4 TROFFER SURFACE - RECESSED LITHONIA EVX 2X4 HRG 4000LM 90CRI 40K MIN10 MVOLT 120 V 33 VA METALUX CRUZE ST 24CZ2 ALSO ACCEPTABLE E 12 LED EXIT/EGRESS COMBO SURFACE - CEILING MULE PVT-U B G S/R WH 120 V 3 VA <varies> E1 8 LED EXTERIOR SCONCE SURFACE - WALL LITHONIA ARC2 LED P1 40K MVOLT PE E4WH DDBXD 120 V 17 VA WITH 90 MINUTE BATTERY BACKUP OR APPROVED EQUIVALENT L1 17 LED ROPE SURFACE LUMILUM 120V LED STRIP STATIC 164FT ROLL 120 V <varies> 3.5W PER FOOT L2 8 LED COVE COVE COOPER S121 RDRP LO 40 GYP XXXX 1 U ED C 120 V <varies> 3.4W PER FOOT P1 5 INC DROP PENDANT PENDANT WOLFE 80401N4 120 V 60 VA USE 60W LED EQUIVALENT LAMPS P2 2 LED PHARMACY PENDANT PENDANT WOLFE Y89T 120 V 480 VA USE 60W LED EQUIVALENT LAMPS P3 5 LED DRUM SURFACE - CEILING WOLFE AGPMM 120 V 480 VA USE 60W LED EQUIVALENT LAMPS UC 23 LED UNDER COUNTER SURFACE - UNDER CABINET KONLITE RKSL0302 MW MC D N X L 120 V 0 VA 7.5W PER FOOT AVAILABLE IN 2', 4' OR 8' LENGTHS OR APPROVED EQUIVALENT V 2 LED VANITY SURFACE - WALL WOLVE 304J0YE 120 V 300 VA USE 100W LED EQUIVALENT LAMPS W 2 LED 4' UTILITY STRIP LIGHT SURFACE - CEILING LITHONIA BLWP4 40L ADSMT E1 LP840 120 V 35 VA OR APPROVED EQUIVALENT 1 09/22/2023 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 1 0 : 1 2 : 4 3 A M E001 ENERGY COMPLIANCE FORMS 08/14/2023 23041 M. OWENS REVISION SCHEDULE NAME DATE PERMIT SET 8/14/23 09/22/2023 UTILITY OWNED PAD-MOUNTED TRANSFORMER 12.47KV-120/240V 1-PHASE TYPICAL SHORT CIRCUIT CURRENT AT 225KVA TRANSFORMER SECONDARY IS 23,158A METER BASE AND METER PER LOCAL ELECTRIC UTILITY REQUIREMENTS UNDERGROUND ELECTRICAL SECONDARY SERVICE (2)4" CONDUIT WITH (8)#350 FEEDER CONDUCTORS ARE SIZED FOR COPPER BUT MAY BE ALUMINUM M PANEL P1 600A 120/208V 3-PHASE SEE GROUNDING DETAIL SEE PANEL SCHEDULE NOTE: ALL CONDUCTORS ARE SIZED PER NEC TABLE 310.15(b)(16), COPPER, 75 DEG C TEMPERATURE RATING, THHW INSULATION 90 DEG C RATED CONDUCTORS MAY BE USED AS ALLOWED BY CODE AUTOMATIC TRANSFER SWITCH 100A 120/208V 3-PHASE PANEL PS 100A 120/208V 3-PHASE SEE PANEL SCHEDULE PANEL PS1 60A 120/208V 3-PHASE SEE PANEL SCHEDULE SERVICE DISCONNECT SWITCH 600A 120/208V 3-PHASE METERING CABINET (2)3" CONDUIT WITH (8)#350 AND (2)#1 GND FEEDER CONDUCTORS ARE SIZED FOR COPPER BUT MAY BE ALUMINUM PANEL P2 225A 120/208V 3-PHASE SEE PANEL SCHEDULE STANDBY GENERATOR 45KW 120/208V 3-PHASE (1)2-1/2" CONDUIT WITH (4)#4/0 AND (1)#4 GND FEEDER CONDUCTORS ARE SIZED FOR COPPER BUT MAY BE ALUMINUM (1)1-1/2" CONDUIT WITH (4)#4 AND (1)#10 GND FEEDER CONDUCTORS ARE SIZED FOR COPPER BUT MAY BE ALUMINUM (1)1-1/2" CONDUIT WITH (4)#1 AND (1)#8 GND FEEDER CONDUCTORS ARE SIZED FOR COPPER BUT MAY BE ALUMINUM (1)1-1/2" CONDUIT WITH (4)#1 AND (1)#8 GND FEEDER CONDUCTORS ARE SIZED FOR COPPER BUT MAY BE ALUMINUM EXISTING SERVICE #1 400A 120/208V 3-PHASE EXISTING SERVICE #2 200A 120/208V 3-PHASE NEW (1)2" CONDUIT WITH (4)#3/0 AND (1)#6 GND 50A 12-MONTH METERED DEMAND LOAD FEEDER CONDUCTORS ARE SIZED FOR COPPER BUT MAY BE ALUMINUM NEW (1)1-1/2" CONDUIT WITH (4)#1 AND (1)#8 GND 125A 12-MONTH METERED DEMAND LOAD FEEDER CONDUCTORS ARE SIZED FOR COPPER BUT MAY BE ALUMINUM BOND TO MCB GROUND BUS PROTECT ABOVE GRADE GROUND CONDUCTOR IN SCHEDULE 40 PVC BOND TO BUILDING STEEL AND MAIN METALLIC COLD WATER SUPPLY BOND TO REBAR IN FOUNDATION PROVIDING A CONCRETE-ENCASED ELECTRODE PER NEC ARTICLE 250.52(A)(3). 10' - 0" 10' - 0" FR O M S T R U C T U R E 10 ' - 0 " M I N ALL WIRE FOR GND GRIDS SHALL BE #3/0 AWG BARE COPPER UNLESS SHOWN OTHERWISE. RUN TO SERVICE EQUIPMENT FOR SEPERATELY DERIVED SYSTEMUSE LISTED, NON-REVERSIBLE CONNECTOR TO BOND #3/0 BARE COPPER CABLE TO 3/4"X10'-0" COPPER-WELD GROUND RODS 24" BELOW GRADE. ALL CONNECTIONS BELOW FLOOR OR GRADE SHALL BE MADE WITH NRTL LISTED, NON-REVERSIBLE CONNECTORS MATCH EXSISTING GROUND COVER LOCATOR RIBBON BURRIED AT 6" MINIMUM INSTALL 1000 LB RATED PULL-STRING 6" MIN 12" MAX 6" MIN 12" MAX 12 " C O V E R 4" D E P T H 36 " M I N C O V E R FINAL BACKFILL CONDUIT ZONE BEDDING LEGEND EXSISTING GRANULAR MATERAL TO 90% OF MAX. DENSITY, 85% FOR FINE GRAINED MATERIAL REJCT SAND OR SELECT 3/4" MINUS GRANULAR EXCAVATED MATERIAL OF IMPORTED AGGREGATE BACKFILL, COMPACTED TO 90% OF MAXIMUM DENSITY. 85% FOR FINE GRAINED MATERIAL DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 1 0 : 1 2 : 4 4 A M E002 RISER, DETAILS, AND SCHEDULES 08/14/2023 23041 M. OWENS 1/4" = 1'-0"1RISER DIAGRAM 1/8" = 1'-0"2GROUNDING DETAIL 1/8" = 1'-0"3TRENCHING DETAIL Power 8570 VA 100.00% 8570 VA Total Est. Demand:135 A Lighting 3624 VA 125.00% 4530 VA Total Conn.:173 A Spare 10800 VA 100.00% 10800 VA Total Est. Demand:48499 VA Receptacle 39130 VA 62.78% 24565 VA Total Conn. Load:62158 VA Other 34 VA 100.00% 34 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:173 A 173 A 172 A 41 REC MICROWAVE #2 GFCI 20 A 1 12.5 0.0 1 20 A -- SPARE 42 39 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 40 37 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 38 35 REC MED STORAGE 20 A 1 7.5 10.5 1 20 A REC WOMEN'S EXAM 36 33 REC EXAM 114 20 A 1 10.5 12.5 1 20 A GFCI REC MICROWAVE #1 34 31 REC EXAM 113 20 A 1 10.5 12.5 1 20 A GFCI REC DISHWASHER 32 29 REC OFFICE 121 20 A 1 6.0 7.5 1 20 A REC PHARMACY WAITING 30 27 REC OFFICE 122 20 A 1 7.5 7.5 1 20 A REC EXAM 109 28 25 REC OFFICE 120 20 A 1 7.5 7.5 1 20 A REC BOILERS 26 23 69.3 3.0 1 20 A REC NURSES #4 24 21 69.7 6.0 1 20 A REC OFFICE 119 22 19 PS 100 A 3 70.9 6.0 1 20 A REC OFFICE 118 20 17 REC CORRIDOR 117 20 A 1 12.1 15.0 1 20 A REC MEDICAL WAITING 18 15 38.5 3.0 1 20 A REC NURSES #3 16 13 RANGE 50 A 2 38.5 3.0 1 20 A REC BREAK RM COUNTER 14 11 REC EXAM 111 20 A 1 9.0 12.0 1 20 A REC PHARMACY STORAGE 12 9 REC REFRIGERATOR GFCI 20 A 1 6.7 10.6 1 20 A REC BREAK RM 10 7 REC NURSES #2 20 A 1 6.1 10.5 1 20 A REC EXAM 110 8 5 REC TOILET 107 20 A 1 3.2 4.5 1 20 A REC NURSES #1 6 3 REC VENDING MACHINE GFCI 20 A 1 1.5 4.2 1 20 A HOOD 4 1 REC NURSES PRINTER/COPIER 20 A 1 1.5 3.8 1 20 A GFCI REC W ATER COOLER 2 CKT Circuit Description BRKR Type BRKR AMPS Poles A B C Poles BRKR AMPS BRKR Type Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating: Mounting:Recessed Wires:4 Mains Rating:200 A Supply From:P1 Phases:3 Mains Type:MLO Location:MEDICAL STORAGE 123 Volts:120/208 Wye A.I.C. Rating: Branch Panel: P2 Power 20 VA 100.00% 20 VA Total Est. Demand:71 A Lighting 3624 VA 125.00% 4530 VA Total Conn.:70 A Spare 10800 VA 100.00% 10800 VA Total Est. Demand:25734 VA Receptacle 10700 VA 96.73% 10350 VA Total Conn. Load:25178 VA Other 34 VA 100.00% 34 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:71 A 70 A 69 A 29 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 30 27 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 28 25 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 26 23 REC PROCEDURE 105 20 A 1 4.5 30.0 24 21 REC PHARMACY #3 20 A 1 4.5 30.0 22 19 REC PHARMACY #2 20 A 1 6.0 30.0 3 60 A PS1 20 17 REC RECEPTION #2 20 A 1 9.0 1.5 1 20 A REC RECEPTION PRINTER/COPIER 18 15 LIGHTING, ENTRY 20 A 1 9.3 1.5 1 20 A REC PHARMACY PRINTER/COPIER 16 13 LIGHTING, EXAM 20 A 1 10.8 1.5 1 20 A REC IT RACK #2 14 11 LIGHTING, ENTRY 20 A 1 6.2 7.6 1 20 A REC PROCEDURE 105 12 9 REC PHARMACY REFRIGERATOR 20 A 1 6.7 7.5 1 20 A REC RECEPTION #1 10 7 REC EXAM 112 20 A 1 7.5 9.0 1 20 A REC PHARMACY #1 8 5 REC LAB #4 20 A 1 4.5 6.0 1 20 A REC LAB #2 6 3 LIGHTING, CORRIDOR 20 A 1 4.2 6.0 1 20 A REC LAB #1 4 1 REC IT RACK #1 20 A 1 1.5 4.6 1 20 A REC LAB #3 2 CKT Circuit Description BRKR Type BRKR AMPS Poles A B C Poles BRKR AMPS BRKR Type Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating: Mounting:Recessed Wires:4 Mains Rating:100 A Supply From:P2 Phases:3 Mains Type:MLO Location:MEDICAL STORAGE 123 Volts:120/208 Wye A.I.C. Rating: Branch Panel: PS Power 45352 VA 100.00% 45352 VA Lighting 8201 VA 125.00% 10251 VA Total Est. Demand:429 A Power - Non-Continuous 0 VA 0.00% 0 VA Total Conn.:464 A Spare 73847 VA 100.00% 73847 VA Total Est. Demand:154421 VA Receptacle 39670 VA 62.60% 24835 VA Total Conn. Load:167205 VA Other 136 VA 100.00% 136 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:469 A 462 A 463 A 41 SPARE -- 20 A 1 0.0 3.8 1 20 A ELECTRIC HEATER (EH-1) #3 42 39 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 40 37 37.0 37.0 38 35 37.0 37.0 36 33 ROOF TOP UNIT (RTU-1) 50 A 3 37.0 37.0 3 50 A ROOF TOP UNIT (RTU-2) 34 31 125.1 50.0 32 29 125.1 50.0 30 27 EXISTING SERVICE #1 -- 200 A 3 125.1 50.0 3 100 A -- EXISTING SERVICE #2 28 25 ELECTRIC HEATER (EH-1) #11 20 A 1 7.5 0.0 26 23 ELECTRIC HEATER (EH-1) #6 20 A 1 3.8 0.0 24 21 172.1 0.0 3 100 A -- SUB-PANEL (FUTURE) 22 19 173.0 3.8 1 20 A ELECTRIC HEATER (EH-1) #4 20 17 P2 200 A 3 173.2 3.8 1 20 A ELECTRIC HEATER (EH-1) #9 18 15 ELECTRIC HEATER (EH-1) #2 20 A 1 3.8 0.0 1 20 A -- SPARE 16 13 ELECTRIC HEATER (EH-1) #7 20 A 1 3.8 9.6 14 11 LIGHTING, OFFICES 20 A 1 9.8 9.6 2 20 A ELECTRIC WALL HEATER (EWH-1) 12 9 ELECTRIC HEATER (EH-1) #8 20 A 1 3.8 3.8 1 20 A ELECTRIC HEATER (EH-1) #5 10 7 REC ROOF 20 A 1 4.5 11.1 1 20 A LIGHTING, NURSE 8 5 ELECTRIC HEATER (EH-1) #1 20 A 1 3.8 7.4 1 20 A LIGHTING, EXAM 6 3 LIGHTING, NURSE 20 A 1 10.7 19.0 1 25 A HEAT PUMP (HP-1) 4 1 FAN COIL UNIT (FCU-1) 15 A 1 0.2 7.5 1 20 A ELECTRIC HEATER (EH-1) #10 2 CKT Circuit Description BRKR Type BRKR AMPS Poles A B C Poles BRKR AMPS BRKR Type Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating: Mounting:Recessed Wires:4 Mains Rating:600 A Supply From: Phases:3 Mains Type:MLO Location:MEDICAL STORAGE 123 Volts:120/208 Wye A.I.C. Rating: Branch Panel: P1 REVISION SCHEDULE NAME DATE PERMIT SET 8/14/23 09/22/2023 SD ATS OS OS OS OS OS OS OS OS OS OS OS OS D' 5'4'3' 1 2 3 4 5 F A B D E 6 C TYP. A TYP. B TYP. P3TYP. D TYP. P2 TYP. CE TYP. E1 TYP. P1 TYP. UC TYP. W TYP. V 3 3 3 3 3 3 OS OS D OS D OS D OS 3 4 D OS D OS OS D OS D OS D OS OS 3 3 OS 3 OSOSOSOSOSOS OSOS TYP. L1 TYP. L2 TYP. L1 TYP. L2 TYP. L2 TYP. L2 TYP. L2 TYP. L2 TYP. L2 TYP. L2 TYP. L1 TYP. L1 TYP. L1 TYP. L1 TYP. L1 TYP. L1 TYP. L1 TYP. L1 TYP. L1 TYP. L1 TYP. L1 TYP. L2 TYP. UC TYP. UC TYP. UC TYP. UC TYP. W SEE POWER PLAN, SHEET E011, FOR CEILING-MOUNTED RECEPTACLE FOR EXAM LIGHT, MCKESSON MODEL 722235 POWER FROM ADJACENT LIGHTING CIRCUIT TYP. E TYP. CE TYP. C TYP. A TYP. AE TYP. AE TYP. AE TYP. D TYP. C TYP. D TYP. CE TYP. C TYP. C TYP. CE TYP. E TYP. B TYP. P3 TYP. P2 TYP. A TYP. D TYP. D TYP. D TYP. E TYP. E 4 3 4 3 3 3 TYP. L1 TYP. L1 TYP. L1 PS- 3 P1- 11 PS- 3 PS- 3 PS- 3 PS- 3 PS- 3 PS- 3 P1- 11 P1- 11 P1- 11 TYP. E1 P1- 11 P1- 11 TYP. E1 P1- 3 P1- 3 P1- 3 P1- 3 P1- 3 P1- 3 P1- 3 P1- 3 P1- 3 P1- 3 P1- 3 PS- 13 PS- 13 PS- 15 PS- 15 PS- 13 PS- 15 PS- 15PS- 15 PS- 15PS- 15PS- 15 PS- 15 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11PS- 11 P1- 3 P1- 6 P1- 6 PS- 13 PS- 13 PS- 13 TYP. L1 PS- 13PS- 13 PS- 13 PS- 13 PS- 13 PS- 13 PS- 13 PS- 11 PS- 11PS- 11PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11 PS- 11PS- 11PS- 11 PS- 11PS- 3 P1- 6 P1- 6P1- 6 P1- 6 P1- 11 P1- 11 PS- 3 PS- 3 PS- 3 PS- 3PS- 3PS- 3PS- 3PS- 3 PS- 3 PS- 3 P1- 6 P1- 6P1- 6 P1- 6 P1- 6PS- 3 PS- 3 P1- 3 P1- 3 PS- 3 PS- 3 P1- 3 P1- 3 PS- 3 PS- 3 PS- 3PS- 3PS- 3 P1- 3 P1- 3 P1- 3 P1- 3 PS- 3 P1- 3P1- 3 PS- 3 P1- 3 PS- 3 P1- 11 P1- 11P1- 11 P1- 11 P1- 11 P1- 11P1- 11 P1- 11P1- 11 P1- 11 P1- 6 P1- 6 P1- 6 P1- 6 P1- 11 P1- 11 P1- 11P1- 11 P1- 11 P1- 11P1- 11 P1- 6 P1- 6 P1- 11 P1- 11 P1- 11P1- 11 P1- 11 P1- 11 P1- 11 P1- 11 P1- 11 P1- 11 P1- 11 P1- 11 P1- 11 P1- 11 P1- 8 P1- 8 P1- 8 P1- 8 P1- 8 P1- 8 P1- 8 P1- 8 P1- 8 P1- 8 P1- 8P1- 8P1- 8P1- 8P1- 8P1- 8P1- 8 V DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 1 0 : 1 2 : 4 8 A M E011 LIGHTING PLAN LEVEL 1 08/14/2023 23041 M. OWENS GENERAL NOTES A ALL CONDUITS WITH CIRCUIT CONDUCTORS SHALL HAVE A COPPER EQUIPMENT GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NEC 250. B CONTRACTOR TO VERIFY EQUIPMENT ELECTRICAL REQUIREMENTS PRIOR TO INSTALLATION OF RELATED CIRCUIT. CIRCUIT(S) ARE TO BE SIZED AS REQUIRED BY LABEL RATING. C ELECTRICAL DEVICES NOTED WITH AN 'OC' SUBSCRIPT ARE TO BE MOUNTED ABOVE THE COUNTER BACK SPLASH. THE BOTTOM OF THE DEVICE COVERPLATE SHALL CLEAR THE TOP OF THE BACK SPLASH. COORDINATE THE MOUNTING HEIGHT WITH THE MILLWORK BEING INSTALLED. D COORDINATE HOMERUN CIRCUIT NUMBERS WITH PANEL SCHEDULES. E THIS PLAN DOES NOT REFLECT COMMUNICATION EQUIPMENT. COORDINATE WITH ARCHITECT FOR THE QUANTITY AND LOCATION OF RJ-45 PORTS. THE SERVER SHALL BE LOCATED NEAR THE ELECTRICAL SERVICE ENTRANCE. ALL RJ-45 PORTS SHALL BE CONNECTED TO THE SERVER VIA DEDICATED CAT. 6A ETHERNET CABLE. CONFIRM WITH THE ARCHITECT THAT TELEPHONE AND TV WILL BE INTERNET BASED AND THAT NO COAXIAL OR COPPER TELEPHONE WIRE IS NECESSARY. F ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL TAMPER-RESISTANT (TR) RECEPTACLES IN ALL 15A AND 20A LOCATIONS PER NEC 406.12(1). G ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL ARC-FAULT CIRCUIT-INTERRUPTER (AFCI) PROTECTION PER IN ALL 15A AND 20A LOCATIONS PER NEC 210.12(A). H ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI OR GFI) PROTECTION PER NEC 210.08(A). ALL SINGLE-PHASE RECEPTACLES RATED 125-VOLT, 50 AMPS OR LESS AND THREE-PHASE RECEPACLES RATED 125-VOLT, 100 AMPS OR LESS SHALL BE GFCI PROTECTED. RECEPTACLES THAT ARE INACCESSIBLE ABOVE OR BEHIND APPLIANCES SHALL BE PROTECTED WITH GFCI PROTECTED CIRCUIT BREAKERS AT THE SOURCE PANEL. I PROVIDE COMBINATION EXIT/EGRESS LIGHTING AS SHOWN. LIGHT BARS SHALL BE AIMED TO ILLUMINATE THE EGRESS PATH WITH ARROW/CHEVRON INDICATING THE DIRECTION TO THE EXIT. J DAYLIGHT ZONE(S) ARE NOT REQUIRED TO HAVE DAYLIGHT-RESPONSIVE CONTROLS DUE TO AREA CONTAINING LESS THAN 150 TOTAL WATTS OF GENERAL LIGHTING PER IECC C405.2.3 K INTERIOR LIGHTING IS CONTROLLED BY OCCUPANCY SENSOR OR DAYLIGHT SENSOR CONTROLS (SOME CEILING MOUNTED WIDE-AREA CONTROLS AND OTHERS WALL MOUNTED CONTROLS). A LOWER CASE LETTER "x" INDICATES THE ZONE OF CONTROL WHEN MORE THAN ONE CONTROLLER IS PRESENT IN A COMMON SPACE. L OCCUPANT SENSOR CONTROL FUNCTION: L a AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. L b BE MANUAL ON OR CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. L c SHALL INCORPORATE MANUAL CONTROL TO ALLOW OCCUPANTS TO TURN LIGHTS OFF. KEYED NOTES 1/4" = 1'-0"1LIGHTING PLAN - LEVEL 1 REVISION SCHEDULE NAME DATE PERMIT SET 8/14/23 09/22/2023 ATS J J J J J J J D' 5'4'3' 1 2 3 4 5 F A B D E 6 C MICROWAVE(S) DISHWASHER RANGE REFRIGERATOR VENDING MACHINE HOOD TV, +66" (TYPICAL OF ALL) CEILING MOUNTED POWER OVER ETHERNET (POE) WIRELESS ACCESS POINT (WAP) (TYPICAL OF 4) S S S S S S ROUND CEILING MOUNTED SPEAKER ROUTE SPEAKER WIRE FROM EACH SPEAKER TO DATA CLOSET TO BE TERMINATED BY OTHERS (TYPICAL OF 6) DEDICATED RECEPTACLE/CIRCUIT FOR PRINTER/COPIER DEDICATED RECEPTACLE/CIRCUIT FOR PRINTER/COPIER RECESSED WALL RECEPTACLE FOR ILLUMINATED SIGN RECESSED WALL RECEPTACLE FOR ILLUMINATED SIGN RECESSED WALL RECEPTACLE FOR ILLUMINATED SIGN DEDICATED RECEPTACLE/CIRCUIT FOR PRINTER/COPIER PS PS1 NEW STANDBY SUB-PANEL TO BE MOUNTED IN EXISTING ELECT/MECH ROOM COORDINATE LOCATION WITH EXISTING EQUIPMENT -4PS-4PS -4PS -4PS -6PS -6PS -6PS -6PS -2PS -2PS -2PS -5PS -5PS -5PS -10PS -10PS -10PS -17PS -17PS -17PS -23PS -23PS-23PS -12PS -12PS -12PS -12PS -7PS -8PS -8PS -7PS -7PS -7PS -7PS -8PS -19PS-19PS-19PS -21PS -21PS -16PS -21PS -9PS -18PS RECEPTACLE POWER FOR GAS-FIRED BOILERS COORDINATE MOUNTING HEIGHT WITH EQUIPMENT METER BASE/METER PER LOCAL ELECTRIC UTILITY REQUIREMENTS P2 METERING CABINET UNDERGROUND ELECTRICAL SECONDARY TO UTILITY OWNED PAD-MOUNTED TRANSFORMER (SEE RISER DIAGRAM) -17P2 P1 SERVICE ENTRANCE DISCONNECT, MDP -17P2 -17P2 -6P2 -6P2 -7P2 -7P2 -7P2 -16P2 -16P2 -24P2-24P2-6P2-5P2 -1PS -14PS -17P2 -17P2 -36P2 -36P2 -36P2 -17P2 -36P2 -36P2 -36P2 -36P2 -28P2 -28P2 -28P2 -28P2 -8P2 -28P2 -8P2 -8P2 -8P2 -8P2 -8P2-8P2 -11P2 -26P2 -11P2 -1P2 -26P2 -2P2 -18P2 -18P2 -18P2 -18P2 -18P2-18P2 -30P2 -30P2 -30P2 -30P2 -18P2 -18P2 -18P2 -12P2 -12P2-35P2 -35P2 -35P2 -35P2 PS -35P2 -12P2 -27P2 -27P2 -27P2 -27P2 -31P2 -12P2 -12P2 -31P2 -12P2 -11P2 -11P2 -11P2 -11P2 -26P2 -26P2 -31P2 -31P2 -31P2-33P2 -33P2 -33P2 -33P2 -33P2 -33P2 -5P2 -3P2-9P2-41P2-14P2 -34P2 -32P2 -14P2 -13,15P2 -4P2-10P2 -10P2 -10P2 -10P2 -10P2 -10P2 -33P2 -20P2 -20P2 -22P2 -22P2 -22P2 -22P2-20P2 -20P2 -25P2 -25P2 -25P2 -25P2 -29P2 -29P2 -29P2 -29P2 PROVIDE (4) ETHERNET RUNS FROM THIS NEW IT ROOM TO THE EXISTING IT ROOM EXISTING SERVICE ENTRANCE DISCONNECTS 400A, 240V, 3-PHASE AND 200A, 240V, 3-PHASE TO BE SUB-FED FROM NEW PANEL, P1 CONFIRM EXACT LOCATION FOR PLUG-AND-CORD CONNECTED EXAMP LIGHT -12PS CR CR CR CR CR CR CR CR CR SECURITY/CARD READER ELECTRICAL CONTRACTOR SHALL INSTALL 4" JUNCTION BOX WITH (1) CAT. 6E ETHERNET CABLE FROM CARD READER LOCATION TO IT ROOM (TYPICAL OF 9) -25P2 -27P2 -18P2 -30P2 -12P2 -12P2 -10P2 -17P2 -17P2 -19PS -26P2 POWER FROM EXISTING, ADJACENT CIRCUIT -7P2 MAGNETIC DOOR CONTROL ELECTRICAL CONTRACTOR SHALL PROVIDE JUNCTION BOX WITH 3/4" CONDUIT ROUTED TO IT ROOM (TYPICAL OF 6) DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 1 0 : 1 2 : 5 2 A M E021 POWER PLAN LEVEL 1 08/14/2023 23041 M. OWENS GENERAL NOTES A ALL CONDUITS WITH CIRCUIT CONDUCTORS SHALL HAVE A COPPER EQUIPMENT GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NEC 250. B CONTRACTOR TO VERIFY EQUIPMENT ELECTRICAL REQUIREMENTS PRIOR TO INSTALLATION OF RELATED CIRCUIT. CIRCUIT(S) ARE TO BE SIZED AS REQUIRED BY LABEL RATING. C ELECTRICAL DEVICES NOTED WITH AN 'OC' SUBSCRIPT ARE TO BE MOUNTED ABOVE THE COUNTER BACK SPLASH. THE BOTTOM OF THE DEVICE COVERPLATE SHALL CLEAR THE TOP OF THE BACK SPLASH. COORDINATE THE MOUNTING HEIGHT WITH THE MILLWORK BEING INSTALLED. D COORDINATE HOMERUN CIRCUIT NUMBERS WITH PANEL SCHEDULES. E THIS PLAN DOES NOT REFLECT COMMUNICATION EQUIPMENT. COORDINATE WITH ARCHITECT FOR THE QUANTITY AND LOCATION OF RJ-45 PORTS. THE SERVER SHALL BE LOCATED NEAR THE ELECTRICAL SERVICE ENTRANCE. ALL RJ-45 PORTS SHALL BE CONNECTED TO THE SERVER VIA DEDICATED CAT. 6A ETHERNET CABLE. CONFIRM WITH THE ARCHITECT THAT TELEPHONE AND TV WILL BE INTERNET BASED AND THAT NO COAXIAL OR COPPER TELEPHONE WIRE IS NECESSARY. F ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL TAMPER-RESISTANT (TR) RECEPTACLES IN ALL 15A AND 20A LOCATIONS PER NEC 406.12(1). G ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL ARC-FAULT CIRCUIT-INTERRUPTER (AFCI) PROTECTION PER IN ALL 15A AND 20A LOCATIONS PER NEC 210.12(A). H ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI OR GFI) PROTECTION PER NEC 210.08(A). ALL SINGLE-PHASE RECEPTACLES RATED 125-VOLT, 50 AMPS OR LESS AND THREE-PHASE RECEPACLES RATED 125-VOLT, 100 AMPS OR LESS SHALL BE GFCI PROTECTED. RECEPTACLES THAT ARE INACCESSIBLE ABOVE OR BEHIND APPLIANCES SHALL BE PROTECTED WITH GFCI PROTECTED CIRCUIT BREAKERS AT THE SOURCE PANEL. I PROVIDE COMBINATION EXIT/EGRESS LIGHTING AS SHOWN. LIGHT BARS SHALL BE AIMED TO ILLUMINATE THE EGRESS PATH WITH ARROW/CHEVRON INDICATING THE DIRECTION TO THE EXIT. J DAYLIGHT ZONE(S) ARE NOT REQUIRED TO HAVE DAYLIGHT-RESPONSIVE CONTROLS DUE TO AREA CONTAINING LESS THAN 150 TOTAL WATTS OF GENERAL LIGHTING PER IECC C405.2.3 K INTERIOR LIGHTING IS CONTROLLED BY OCCUPANCY SENSOR OR DAYLIGHT SENSOR CONTROLS (SOME CEILING MOUNTED WIDE-AREA CONTROLS AND OTHERS WALL MOUNTED CONTROLS). A LOWER CASE LETTER "x" INDICATES THE ZONE OF CONTROL WHEN MORE THAN ONE CONTROLLER IS PRESENT IN A COMMON SPACE. L OCCUPANT SENSOR CONTROL FUNCTION: L a AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. L b BE MANUAL ON OR CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. L c SHALL INCORPORATE MANUAL CONTROL TO ALLOW OCCUPANTS TO TURN LIGHTS OFF. KEYED NOTES 1/4" = 1'-0"1POWER PLAN - LEVEL 1 REVISION SCHEDULE NAME DATE PERMIT SET 8/14/23 09/22/2023 ATS A' B' C' D' 5'4'3'2'1' 1 2 3 4 5 F A B D E 6 C E022-2 B' C' 4'3' EF- 2 T NEW WASHER RECEPTACLE 20A, 120V, 1-PHASE SUPPLY FROM EXISTING PANEL SPACE AND CAPACITY USE EXISTING SPARE BREAKER OR SUPPLY COMPATIBLE CIRCUIT BREAKER IN EXISTING PANEL NEW DRYER RECEPTACLE 30A, 208V, 1-PHASE SUPPLY FROM EXISTING PANEL SPACE AND CAPACITY USE EXISTING SPARE BREAKER OR SUPPLY COMPATIBLE CIRCUIT BREAKER IN EXISTING PANEL NEW EXHASUT FAN SUPPLY FROM NEW WASHER RECEPTACLE SOURCE AND CIRCUIT COORDINATE NEW THERMOSTAT LOCATION WITH LIGHTING SWITCH 1 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 1 0 : 1 2 : 5 4 A M E022 EXISTING POWER PLAN LEVEL 1 08/14/2023 23041 M. OWENS REVISION SCHEDULE NAME DATE PERMIT SET 8/14/23 1/8" = 1'-0"1MECHANICAL POWER PLAN - LEVEL 1 1/4" = 1'-0"2E22 - POWER PLAN - LEVEL 1 EXISTING1 - Callout 1 GENERAL NOTES A ALL CONDUITS WITH CIRCUIT CONDUCTORS SHALL HAVE A COPPER EQUIPMENT GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NEC 250. B CONTRACTOR TO VERIFY EQUIPMENT ELECTRICAL REQUIREMENTS PRIOR TO INSTALLATION OF RELATED CIRCUIT. CIRCUIT(S) ARE TO BE SIZED AS REQUIRED BY LABEL RATING. C ELECTRICAL DEVICES NOTED WITH AN 'OC' SUBSCRIPT ARE TO BE MOUNTED ABOVE THE COUNTER BACK SPLASH. THE BOTTOM OF THE DEVICE COVERPLATE SHALL CLEAR THE TOP OF THE BACK SPLASH. COORDINATE THE MOUNTING HEIGHT WITH THE MILLWORK BEING INSTALLED. D COORDINATE HOMERUN CIRCUIT NUMBERS WITH PANEL SCHEDULES. E THIS PLAN DOES NOT REFLECT COMMUNICATION EQUIPMENT. COORDINATE WITH ARCHITECT FOR THE QUANTITY AND LOCATION OF RJ-45 PORTS. THE SERVER SHALL BE LOCATED NEAR THE ELECTRICAL SERVICE ENTRANCE. ALL RJ-45 PORTS SHALL BE CONNECTED TO THE SERVER VIA DEDICATED CAT. 6A ETHERNET CABLE. CONFIRM WITH THE ARCHITECT THAT TELEPHONE AND TV WILL BE INTERNET BASED AND THAT NO COAXIAL OR COPPER TELEPHONE WIRE IS NECESSARY. F ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL TAMPER-RESISTANT (TR) RECEPTACLES IN ALL 15A AND 20A LOCATIONS PER NEC 406.12(1). G ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL ARC-FAULT CIRCUIT-INTERRUPTER (AFCI) PROTECTION PER IN ALL 15A AND 20A LOCATIONS PER NEC 210.12(A). H ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI OR GFI) PROTECTION PER NEC 210.08(A). ALL SINGLE-PHASE RECEPTACLES RATED 125-VOLT, 50 AMPS OR LESS AND THREE-PHASE RECEPACLES RATED 125-VOLT, 100 AMPS OR LESS SHALL BE GFCI PROTECTED. RECEPTACLES THAT ARE INACCESSIBLE ABOVE OR BEHIND APPLIANCES SHALL BE PROTECTED WITH GFCI PROTECTED CIRCUIT BREAKERS AT THE SOURCE PANEL. I PROVIDE COMBINATION EXIT/EGRESS LIGHTING AS SHOWN. LIGHT BARS SHALL BE AIMED TO ILLUMINATE THE EGRESS PATH WITH ARROW/CHEVRON INDICATING THE DIRECTION TO THE EXIT. J DAYLIGHT ZONE(S) ARE NOT REQUIRED TO HAVE DAYLIGHT-RESPONSIVE CONTROLS DUE TO AREA CONTAINING LESS THAN 150 TOTAL WATTS OF GENERAL LIGHTING PER IECC C405.2.3 K INTERIOR LIGHTING IS CONTROLLED BY OCCUPANCY SENSOR OR DAYLIGHT SENSOR CONTROLS (SOME CEILING MOUNTED WIDE-AREA CONTROLS AND OTHERS WALL MOUNTED CONTROLS). A LOWER CASE LETTER "x" INDICATES THE ZONE OF CONTROL WHEN MORE THAN ONE CONTROLLER IS PRESENT IN A COMMON SPACE. L OCCUPANT SENSOR CONTROL FUNCTION: L a AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. L b BE MANUAL ON OR CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. L c SHALL INCORPORATE MANUAL CONTROL TO ALLOW OCCUPANTS TO TURN LIGHTS OFF. KEYED NOTES 1 CIRCUIT ALL EXHAUST FANS (EF) TO ADJACENT RECEPTACLE CIRCUIT. PROVIDE INDEPENDENT SWITCHING COORDINATED WITH THE LOCATION OF LIGHITNG SWITCHES. 09/22/2023 ATS D' 5'4'3' 1 2 3 4 5 F A B D E 6 C EF- 1 EF- 1 EF- 1 EF- 1 EF- 1 EF- 1 EF- 1 FCU- 1 EH- 1 EH- 1 EH- 1 EH- 1 EH- 1 EH- 1 EH- 1EH- 1 EH- 1EH- 1 EWH- 1 -17P2 -2PS -7P2 -12PS -1P1 -5P2 -10P2 -5P2 -12,14P1 -18P1 -2P1-2P1 -9P1 -13P1 -23P1 -10P1 -15P1-5P1 -42P1 -20P1 1 1 1 1 1 1 1 B- 1 SEE POWER PLAN, E021, FOR RECEPTACLE POWER FOR BOILER, B1 EH- 1 EH- 1 EH- 1 -25P1 -25P1 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 1 0 : 1 2 : 5 6 A M E031 MECHANICAL POWER PLAN LEVEL 1 08/14/2023 23041 M. OWENS GENERAL NOTES A ALL CONDUITS WITH CIRCUIT CONDUCTORS SHALL HAVE A COPPER EQUIPMENT GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NEC 250. B CONTRACTOR TO VERIFY EQUIPMENT ELECTRICAL REQUIREMENTS PRIOR TO INSTALLATION OF RELATED CIRCUIT. CIRCUIT(S) ARE TO BE SIZED AS REQUIRED BY LABEL RATING. C ELECTRICAL DEVICES NOTED WITH AN 'OC' SUBSCRIPT ARE TO BE MOUNTED ABOVE THE COUNTER BACK SPLASH. THE BOTTOM OF THE DEVICE COVERPLATE SHALL CLEAR THE TOP OF THE BACK SPLASH. COORDINATE THE MOUNTING HEIGHT WITH THE MILLWORK BEING INSTALLED. D COORDINATE HOMERUN CIRCUIT NUMBERS WITH PANEL SCHEDULES. E THIS PLAN DOES NOT REFLECT COMMUNICATION EQUIPMENT. COORDINATE WITH ARCHITECT FOR THE QUANTITY AND LOCATION OF RJ-45 PORTS. THE SERVER SHALL BE LOCATED NEAR THE ELECTRICAL SERVICE ENTRANCE. ALL RJ-45 PORTS SHALL BE CONNECTED TO THE SERVER VIA DEDICATED CAT. 6A ETHERNET CABLE. CONFIRM WITH THE ARCHITECT THAT TELEPHONE AND TV WILL BE INTERNET BASED AND THAT NO COAXIAL OR COPPER TELEPHONE WIRE IS NECESSARY. F ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL TAMPER-RESISTANT (TR) RECEPTACLES IN ALL 15A AND 20A LOCATIONS PER NEC 406.12(1). G ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL ARC-FAULT CIRCUIT-INTERRUPTER (AFCI) PROTECTION PER IN ALL 15A AND 20A LOCATIONS PER NEC 210.12(A). H ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI OR GFI) PROTECTION PER NEC 210.08(A). ALL SINGLE-PHASE RECEPTACLES RATED 125-VOLT, 50 AMPS OR LESS AND THREE-PHASE RECEPACLES RATED 125-VOLT, 100 AMPS OR LESS SHALL BE GFCI PROTECTED. RECEPTACLES THAT ARE INACCESSIBLE ABOVE OR BEHIND APPLIANCES SHALL BE PROTECTED WITH GFCI PROTECTED CIRCUIT BREAKERS AT THE SOURCE PANEL. I PROVIDE COMBINATION EXIT/EGRESS LIGHTING AS SHOWN. LIGHT BARS SHALL BE AIMED TO ILLUMINATE THE EGRESS PATH WITH ARROW/CHEVRON INDICATING THE DIRECTION TO THE EXIT. J DAYLIGHT ZONE(S) ARE NOT REQUIRED TO HAVE DAYLIGHT-RESPONSIVE CONTROLS DUE TO AREA CONTAINING LESS THAN 150 TOTAL WATTS OF GENERAL LIGHTING PER IECC C405.2.3 K INTERIOR LIGHTING IS CONTROLLED BY OCCUPANCY SENSOR OR DAYLIGHT SENSOR CONTROLS (SOME CEILING MOUNTED WIDE-AREA CONTROLS AND OTHERS WALL MOUNTED CONTROLS). A LOWER CASE LETTER "x" INDICATES THE ZONE OF CONTROL WHEN MORE THAN ONE CONTROLLER IS PRESENT IN A COMMON SPACE. L OCCUPANT SENSOR CONTROL FUNCTION: L a AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. L b BE MANUAL ON OR CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. L c SHALL INCORPORATE MANUAL CONTROL TO ALLOW OCCUPANTS TO TURN LIGHTS OFF. KEYED NOTES 1 CIRCUIT ALL EXHAUST FANS (EF) TO ADJACENT RECEPTACLE CIRCUIT. PROVIDE INDEPENDENT SWITCHING COORDINATED WITH THE LOCATION OF LIGHITNG SWITCHES. 1/4" = 1'-0"1MECHANICAL POWER PLAN - LEVEL 1 REVISION SCHEDULE NAME DATE PERMIT SET 8/14/23 09/22/2023 F F F 5'4'3'1 2 3 4 5 F A B D E 6 C HP- 1 RTU- 2 RTU- 1 CONVENIENCE RECEPTACLE FOR MECHANICAL EQUIPMENT MAINTENANCE MOUNT TO EXISTING STRUCTURE OR FABRICATE STRUCTURE AS NECESSARY (TYPICAL OF 3) -4P1 -7P1 -7P1 -34,36,38P1 -7P1 -33,35,37P1 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 1 0 : 1 2 : 5 6 A M E032 MECHANICAL POWER ROOF PLAN 08/14/2023 23041 M. OWENS GENERAL NOTES A ALL CONDUITS WITH CIRCUIT CONDUCTORS SHALL HAVE A COPPER EQUIPMENT GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NEC 250. B CONTRACTOR TO VERIFY EQUIPMENT ELECTRICAL REQUIREMENTS PRIOR TO INSTALLATION OF RELATED CIRCUIT. CIRCUIT(S) ARE TO BE SIZED AS REQUIRED BY LABEL RATING. C ELECTRICAL DEVICES NOTED WITH AN 'OC' SUBSCRIPT ARE TO BE MOUNTED ABOVE THE COUNTER BACK SPLASH. THE BOTTOM OF THE DEVICE COVERPLATE SHALL CLEAR THE TOP OF THE BACK SPLASH. COORDINATE THE MOUNTING HEIGHT WITH THE MILLWORK BEING INSTALLED. D COORDINATE HOMERUN CIRCUIT NUMBERS WITH PANEL SCHEDULES. E THIS PLAN DOES NOT REFLECT COMMUNICATION EQUIPMENT. COORDINATE WITH ARCHITECT FOR THE QUANTITY AND LOCATION OF RJ-45 PORTS. THE SERVER SHALL BE LOCATED NEAR THE ELECTRICAL SERVICE ENTRANCE. ALL RJ-45 PORTS SHALL BE CONNECTED TO THE SERVER VIA DEDICATED CAT. 6A ETHERNET CABLE. CONFIRM WITH THE ARCHITECT THAT TELEPHONE AND TV WILL BE INTERNET BASED AND THAT NO COAXIAL OR COPPER TELEPHONE WIRE IS NECESSARY. F ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL TAMPER-RESISTANT (TR) RECEPTACLES IN ALL 15A AND 20A LOCATIONS PER NEC 406.12(1). G ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL ARC-FAULT CIRCUIT-INTERRUPTER (AFCI) PROTECTION PER IN ALL 15A AND 20A LOCATIONS PER NEC 210.12(A). H ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI OR GFI) PROTECTION PER NEC 210.08(A). ALL SINGLE-PHASE RECEPTACLES RATED 125-VOLT, 50 AMPS OR LESS AND THREE-PHASE RECEPACLES RATED 125-VOLT, 100 AMPS OR LESS SHALL BE GFCI PROTECTED. RECEPTACLES THAT ARE INACCESSIBLE ABOVE OR BEHIND APPLIANCES SHALL BE PROTECTED WITH GFCI PROTECTED CIRCUIT BREAKERS AT THE SOURCE PANEL. I PROVIDE COMBINATION EXIT/EGRESS LIGHTING AS SHOWN. LIGHT BARS SHALL BE AIMED TO ILLUMINATE THE EGRESS PATH WITH ARROW/CHEVRON INDICATING THE DIRECTION TO THE EXIT. J DAYLIGHT ZONE(S) ARE NOT REQUIRED TO HAVE DAYLIGHT-RESPONSIVE CONTROLS DUE TO AREA CONTAINING LESS THAN 150 TOTAL WATTS OF GENERAL LIGHTING PER IECC C405.2.3 K INTERIOR LIGHTING IS CONTROLLED BY OCCUPANCY SENSOR OR DAYLIGHT SENSOR CONTROLS (SOME CEILING MOUNTED WIDE-AREA CONTROLS AND OTHERS WALL MOUNTED CONTROLS). A LOWER CASE LETTER "x" INDICATES THE ZONE OF CONTROL WHEN MORE THAN ONE CONTROLLER IS PRESENT IN A COMMON SPACE. L OCCUPANT SENSOR CONTROL FUNCTION: L a AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. L b BE MANUAL ON OR CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. L c SHALL INCORPORATE MANUAL CONTROL TO ALLOW OCCUPANTS TO TURN LIGHTS OFF. KEYED NOTES 1/4" = 1'-0"1MECHANICAL POWER ROOF PLAN REVISION SCHEDULE NAME DATE PERMIT SET 8/14/23 09/22/2023 ELECTRICAL SPECIFICATIONS SECTION 260100 - BASIC ELECTRICAL REQUIREMENTS 1.1 GENERAL REQUIREMENTS A.THE REQUIREMENTS OF THIS SECTION SHALL APPLY TO ALL SUBSEQUENT SECTIONS OF THESE SPECIFICATIONS. NOT ALL EQUIPMENT LISTED MAY BE NEEDED FOR THE PROJECT; REFER TO THE ELECTRICAL DRAWINGS FOR REQUIRED EQUIPMENT. ADDITIONAL EQUIPMENT DESCRIBED OR SPECIFIED ON THE ELECTRICAL DRAWINGS THAT IS NOT LISTED IN THESE SPECIFICATIONS SHALL MEET ALL REQUIREMENTS HEREIN. B.FURNISH AND INSTALL ALL NEW MATERIAL AND EQUIPMENT BEARING THE LISTING LABEL OF UNDERWRITERS LABORATORIES (UL), OR A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) AS DEFINED BY OSHA IN 29CFR 1910.7, AND IS ACCEPTABLE TO AUTHORITY HAVING JURISDICTION, WHERE APPLICABLE. C.UNLESS SPECIFICALLY NOTED TO THE CONTRARY, ALL MATERIALS AND EQUIPMENT SHALL BE OF STANDARD CATALOG AND PRODUCTION AS REQUIRED TO PRODUCE COMPLETE OPERATING SYSTEMS. D.THE ENTIRE INSTALLATION MUST BE IN STRICT ACCORDANCE WITH THE REGIONALLY ADOPTED EDITION OF THE NATIONAL ELECTRIC CODE, LATEST RULES AND REGULATIONS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, STATE AND LOCAL CODES AND INSPECTORS, AND ALL OTHER APPLICABLE CODES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 1.OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (OSHA). 2.NFPA 70 -NATIONAL ELECTRICAL CODE (NEC). 3.ADA STANDARDS -AMERICANS WITH DISABILITIES ACT. 4.ANSI/IEEE C-2 -NATIONAL ELECTRICAL SAFETY CODE. 5.NECA -STANDARD OF INSTALLATION. 6.INTERNATIONAL BUILDING CODE. 7.INTERNATIONAL FIRE CODE. 8.CABO/ANSI A117.1. E.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. F.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS. 1.2 DRAWINGS A.ALL CONTRACT DRAWINGS ARE A PART OF THE ELECTRICAL WORK INSOFAR AS THEY APPLY, AS IF REFERRED TO IN FULL. B.THE DRAWINGS ARE MADE ON A SMALL SCALE AND OUTLETS ARE INDICATED ONLY IN THEIR APPROXIMATE LOCATION, UNLESS DIMENSIONED. LOCATE OUTLETS, FIXTURES, AND APPARATUS SYMMETRICALLY ON FLOORS, WALLS, AND CEILINGS WHERE NOT DIMENSIONED AND COORDINATE SUCH LOCATIONS WITH WORK OF OTHER TRADES TO PREVENT INTERFERENCES. VERIFY ALL DIMENSIONS ON THE JOB. DO NOT SCALE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL, STRUCTURAL, CIVIL, AND MECHANICAL DRAWINGS FOR DIMENSIONS. 1.3 COORDINATION A.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE PROJECT SCHEDULE AS WELL AS OTHER TRADES. THE CONTRACTOR SHALL REPAIR OR REPLACE SURFACES REMOVED OR DAMAGED DUE TO INTERFERENCE WITH OTHER TRADES (NOT COORDINATED) AT HIS EXPENSE WITHOUT IMPACT TO THE PROJECT SCHEDULE. B.THE ENTIRE ELECTRICAL INSTALLATION AND DEMOLITION (IF NECESSARY) SHALL BE CAREFULLY COORDINATED WITH THE ARCHITECTURAL PHASING PLAN. FOR AREAS, WHICH ARE TO BE OCCUPIED PRIOR TO COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES IF PERMANENT SERVICES ARE NOT AVAILABLE. C.COORDINATE LAYOUT AND INSTALLATION OF ELECTRICAL EQUIPMENT AND COMPONENTS WITH OTHER CONSTRUCTION AND TRADES, INCLUDING CONDUIT, PIPING, EQUIPMENT, AND ADJACENT SURFACES. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND INSURE EQUIPMENT AND COMPONENTS WILL FIT IN SPECIFIED LOCATIONS PRIOR TO ORDERING EQUIPMENT OR ROUGH-IN. MAINTAIN REQUIRED WORKING CLEARANCES. 1.4 COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATION A.MEASURE INDICATED MOUNTING HEIGHTS TO BOTTOM OF UNIT FOR SUSPENDED ITEMS AND TO CENTER OF UNIT FOR WALL- MOUNTED ITEMS. B.IF MOUNTING HEIGHTS OR OTHER LOCATION CRITERIA ARE NOT INDICATED, ARRANGE AND INSTALL COMPONENTS AND EQUIPMENT TO PROVIDE MAXIMUM POSSIBLE HEADROOM CONSISTENT WITH THESE REQUIREMENTS. C.INSTALL EQUIPMENT TO FACILITATE SERVICE, MAINTENANCE, AND REPAIR OR REPLACEMENT OF COMPONENTS OF BOTH ELECTRICAL EQUIPMENT AND OTHER NEARBY INSTALLATIONS. CONNECT IN SUCH A WAY AS TO FACILITATE FUTURE DISCONNECTING WITH MINIMUM INTERFERENCE WITH OTHER ITEMS IN THE VICINITY. D.YIELD RIGHT OF WAY TO PIPING SYSTEMS INSTALLED AT A REQUIRED SLOPE. 1.5 TEMPORARY ELECTRICAL SERVICES A.THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER SERVICES FOR THE DURATION OF THE PROJECT WHERE THE SITE DOES NOT HAVE A USABLE EXISTING SERVICE. ALL TEMPORARY SERVICES SHALL BE INSTALLED IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURY TO PERSONNEL OR DAMAGE TO THE PROJECT WORKSITE. 1.6 SITE VISIT A.THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL CHARGES WILL BE ALLOWED DUE TO THE LACK OF SUCH INSPECTION. 1.7 MATERIAL SUBMITTALS AND SUBSTITUTIONS A.THE CONTRACTOR SHALL CHECK, STAMP, AND APPROVE ALL MATERIAL SUBMITTALS. THE SIGNED STAMP OF APPROVAL SHALL APPEAR ON THE COVER SHEET OF EACH SUBMITTAL SET. PROVIDE SUBMITTALS AS INDICATED IN RESPECTIVE SPECIFICATION SECTIONS. B.BY SPECIFIC DESIGNATION AND DESCRIPTION, STANDARDS ARE ESTABLISHED FOR MATERIALS AND EQUIPMENT. OTHER MAKES AND EQUIPMENT OF EQUAL QUALITY WILL BE CONSIDERED, PROVIDED SUCH REQUESTS FOR SUBSTITUTION ARE SUBMITTED FOR REVIEW. NO CHANGES IN SIZE, LOCATION, TYPE, FUNCTION, BRAND, FINISH, ETC., SHALL BE MADE WITHOUT THE SPECIFIC PERMISSION OR DIRECTION OF THE ARCHITECT OR HIS REPRESENTATIVE. A SCHEDULE SHOWING MAKE, TYPE, MANUFACTURER'S NAME, AND TRADE DESIGNATION OF ALL MATERIALS AND EQUIPMENT PROPOSED AS A SUBSTITUTION SHALL BE SUBMITTED FOR APPROVAL. 1.8 COMPLETION OF WORK A.THE WORK SHALL INCLUDE ALL LABOR, EQUIPMENT, APPLIANCES, MATERIALS, TRANSPORTATION, FACILITIES, AND SERVICES NECESSARY FOR PRODUCING A COMPLETE OPERATING ELECTRICAL SYSTEM IN CONFORMANCE WITH ALL CONTRACT DOCUMENTS. B.THE ENTIRE ELECTRICAL INSTALLATION SHALL BE COMPLETED IN EVERY DETAIL AS SPECIFIED AND/OR INDICATED ON THE DRAWINGS AND TESTED FOR PROPER OPERATION. 1.9 WORKMANSHIP A.WHERE CUTTING, DRILLING, OR CHANNELING BECOMES NECESSARY FOR PROPER INSTALLATION, PERFORM WITH CARE USING SKILLED MECHANICS OF TRADES INVOLVED, REPAIR DAMAGE TO BUILDING AND EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. CUT STRUCTURAL MEMBERS ONLY WITH SPECIFIC APPROVAL OF THE ARCHITECT. B.ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER BY COMPETENT SPECIALISTS FOR EACH SUBTRADE. THE INSTALLATION OF ANY MATERIAL OR EQUIPMENT NOT MEETING THESE STANDARDS MAY BE CONDEMNED BY THE ARCHITECT OR HIS REPRESENTATIVE AND SHALL BE REMOVED. PROPER MATERIAL OR EQUIPMENT SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. ALL MATERIALS SHALL BE STORED IN SUCH A WAY AS TO PREVENT DAMAGE OR WEATHERING PRIOR TO INSTALLATION. C.PENETRATIONS THROUGH FIRE RESISTIVE STRUCTURES SHALL BE DONE SUCH THAT THE INTEGRITY RATING OF THE STRUCTURE(S) IS NOT COMPROMISED. THIS INCLUDES COMPLIANCE WITH ALL CODES AND INSPECTION AGENCIES. 1.10 RECORD DRAWINGS A.MAINTAIN A CLEAN SET OF DRAWINGS AS THE WORK PROGRESSES, TO SHOW THE DIMENSIONED LOCATION AND ROUTING OF ALL ELECTRICAL WORK WHICH WILL BECOME PERMANENTLY CONCEALED. INDICATE TERMINATION LOCATION OF ALL SPARE CONDUITS. B.ACCURATE PROGRESS MARK-UPS SHALL BE AVAILABLE ON SITE FOR EXAMINATION BY THE OWNER, ARCHITECT, OR ELECTRICAL ENGINEER AT ALL TIMES. INDICATE ITEMS OTHER THAN THAT INDICATED ON THE DRAWINGS AND ALL ITEMS ADDED BY CHANGE ORDER OR ADDENDUM. 1.11 GUARANTEE A.REPAIR OR REPLACE WITHOUT CHARGE, ALL MATERIAL AND EQUIPMENT, WHICH FAILS TO PERFORM IN A NORMAL, PROPER, OR SPECIFIED MANNER FOR A PERIOD OF ONE (1) YEAR AFTER FINAL ACCEPTANCE OF THE WORK. SECTION 260500 -ELECTRICAL MATERIALS AND METHODS 1.1 CONDUCTORS AND CABLES A.COPPER CONDUCTORS, UNLESS ALUMINUM IS SPECIFICALLY SHOWN: SOLID ALLOWED FOR NO. 10 AWG AND SMALLER; STRANDED ONLY FOR NO. 8 AWG AND LARGER. COMPLY WITH NEMA WC 70. 1.SERVICE ENTRANCE: TYPE THHN-THWN OR XHHW, SINGLE CONDUCTORS IN RACEWAY. 2.FEEDERS CONCEALED IN CONCRETE, BELOW SLABS-ON-GRADE, AND UNDERGROUND: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY. 3.BRANCH CIRCUITS CONCEALED IN CEILINGS, WALLS, AND PARTITIONS: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY OR METAL-CLAD CABLE, TYPE MC. MC CABLE NOT ALLOWED FOR HOMERUNS TO PANELBOARDS OR FOR RUNS EXCEEDING 20 FT. 4.MULTICONDUCTOR CABLE FOR CORD AND PLUG CONNECTED EQUIPMENT: TYPE SOW. 5.CLASS 1, 2 AND 3 CONDUCTORS: PROVIDE MULTICONDUCTOR CABLE AS REQUIRED FOR APPLICATION WITH STRANDED- COPPER CONDUCTORS NOT SMALLER THAN NO. 18 AWG. B.BRANCH CIRCUIT CONDUCTORS MAY BE COMBINED INTO SINGLE HOMERUNS PROVIDED THE ALLOWABLE AMPACITIES OF THE CONDUCTORS ARE NOT EXCEEDED AS A RESULT OF DERATING FOR THE QUANTITY OF CONDUCTORS INSTALLED IN THE CONDUIT OR RACEWAY. INCREASE MINIMUM RACEWAY SIZE AS NECESSARY FOR CONDUCTOR FILL. C.EACH SINGLE-POLE BRANCH CIRCUIT SHALL HAVE ITS OWN NEUTRAL CONDUCTOR; SHARED NEUTRALS ARE NOT ALLOWED ON MULTIWIRE BRANCH CIRCUITS. D.CONNECTIONS AND SPLICES: MAKE SPLICES AND TAPS THAT ARE COMPATIBLE WITH CONDUCTOR MATERIAL AND THAT POSSESS EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATINGS THAN UNSPLICED CONDUCTORS. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS. E.USE PULLING MEANS, INCLUDING FISH TAPE, CABLE, ROPE, AND BASKET-WEAVE WIRE/CABLE GRIPS, THAT WILL NOT DAMAGE CABLES OR RACEWAY. F.USE MANUFACTURER-APPROVED PULLING COMPOUND OR LUBRICANT WHERE NECESSARY; COMPOUND USED MUST NOT DETERIORATE CONDUCTOR OR INSULATION. DO NOT EXCEED MANUFACTURER'S RECOMMENDED MAXIMUM PULLING TENSIONS AND SIDEWALL PRESSURE VALUES. G.WIRING AT OUTLETS: INSTALL CONDUCTOR AT EACH OUTLET, WITH AT LEAST 12 INCHES OF SLACK. 1.2 CONDUIT AND TUBING A.PROVIDE RACEWAYS AND FITTINGS LISTED FOR TYPE AND SIZE OF RACEWAY AND FOR APPLICATION AND ENVIRONMENT IN WHICH INSTALLED. MINIMUM SIZE AS FOLLOWS UNLESS OTHERWISE NOTED: 1. POWER: HOMERUNS TO PANELBOARD 3/4" TRADE SIZE, BETWEEN ELECTRICAL BOXES 1/2" TRADE SIZE. 2. COMMUNICATIONS: 1" TRADE SIZE. B.ELECTRICAL METALLIC TUBING (EMT): ANSI C80.3; FOR USE IN INDOOR AND ABOVEGROUND, CONCEALED EXTERIOR SPACES. USE STEEL SET-SCREW OR COMPRESSION TYPE FITTINGS, DIE CAST FITTINGS NOT ALLOWED. C.ELECTRICAL NONMETALLIC TUBING (ENT): NOT ALLOWED. D.FLEXIBLE METAL CONDUIT (FMC): ZINC-COATED STEEL, FOR CONNECTION TO VIBRATING EQUIPMENT INCLUDING TRANSFORMERS AND MOTOR DRIVEN EQUIPMENT AND RECESSED OR SEMI-RECESSED LIGHT FIXTURES. E.INTERMEDIATE METAL CONDUIT (IMC): NOT ALLOWED. F.LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC): NEMA RN 1, WITH MINIMUM 0.040 INCH THICK SUNLIGHT AND MINERAL-OIL RESISTANT PVC COATING FOR CONNECTION TO VIBRATING EQUIPMENT IN DAMP OR WET LOCATIONS. USE MATCHING FITTINGS WITH OVERLAPPING SLEEVES PROTECTING THREADED JOINTS. G.LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT (LFNC): NOT ALLOWED. H.RIGID STEEL CONDUIT (RMC): ANSI C80.1, FOR EXPOSED INTERIOR SPACES WHERE PHYSICAL DAMAGE IS LIKELY AND IN EXPOSED, EXTERIOR LOCATIONS. USE THREADED RIGID STEEL CONDUIT FITTINGS. I.RIGID NONMETALLIC CONDUIT (RNC): NEMA TC 2, TYPE EPC-40-PVC, UNLESS OTHERWISE INDICATED FOR DIRECT BURIAL. FITTINGS TO MATCH COMPLYING WITH NEMA TC 3. 1.3 BOXES, ENCLOSURES, AND CABINETS A.SHEET METAL OUTLET AND DEVICE BOXES: NEMA OS 1, 2 1/4 INCHES DEEP. B.CAST-METAL OUTLET AND DEVICE BOXES: NEMA FB 1, FERROUS ALLOY OR ALUMINUM, TYPE FD, WITH GASKETED COVER FOR USE IN DAMP, WET OR HAZARDOUS LOCATIONS. C.NONMETALLIC OUTLET AND DEVICE BOXES: NEMA OS 2, 2 1/4 INCHES DEEP. D.METAL FLOOR BOXES: CAST OR SHEET METAL, FULLY ADJUSTABLE, RECTANGULAR. E.NONMETALLIC OUTLET AND DEVICE BOXES: NEMA OS 2. F.SMALL SHEET METAL PULL AND JUNCTION BOXES: NEMA OS 1. G.CAST-METAL ACCESS, PULL, AND JUNCTION BOXES: NEMA FB 1, CAST ALUMINUM OR GALVANIZED, CAST IRON WITH GASKETED COVER. H.METAL WIREWAYS: SHEET METAL SIZED AND SHAPED AS INDICATED, NEMA 250, TYPE 1, WITH SCEW-COVER IN MANUFACTURER'S STANDARD ENAMEL FINISH. INCLUDE ALL ACCESSORIES AND FITTINGS FOR A COMPLETE SYSTEM. I.HANDHOLES: POLYMER CONCRETE, FIBERGLASS ENCLOSURES WITH POLYMER-CONCRETE FRAME AND COVER OR FIBERGLASS- REINFORCED POLYESTER RESIN, SCTE 77, TIER 15 STRUCTURAL LOAD RATING IN TRAFFIC AREAS AND SCTE 77, TIER 8 ELSEWHERE. 1.4 HANGERS, SUPPORTS, AND ATTACHMENT A.DESIGN SUPPORTS CAPABLE OF SUPPORTING COMBINED WEIGHT OF SUPPORTED SYSTEMS AND COMPONENTS USING MATERIALS WITH TENSION, SHEAR, AND PULLOUT CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS WHERE USED. B.STEEL SLOTTED SUPPORT SYSTEMS: COMPLY WITH MFMA-4, FACTORY-FABRICATED COMPONENTS FOR FIELD ASSEMBLY WITH CHANNEL DIMENSIONS SELECTED FOR APPLICABLE LOAD CRITERIA. C.THREADED RODS: STEEL, MINIMUM 1/4 INCH IN DIAMETER. D.CONDUIT AND CABLE SUPPORT DEVICES: STEEL HANGERS, CLAMPS, AND ASSOCIATED FITTINGS, DESIGNED FOR TYPES AND SIZES OF RACEWAY OR CABLE TO BE SUPPORTED. E.RACEWAY SUPPORT METHODS: IN ADDITION TO METHODS DESCRIBED IN NECA 1, EMT AND RMC MAY BE SUPPORTED BY OPENINGS THROUGH STRUCTURE MEMBERS, AS PERMITTED IN NFPA 70. F.MOUNTING AND ANCHORAGE OF SURFACE-MOUNTED EQUIPMENT AND COMPONENTS: ANCHOR AND FASTEN ELECTRICAL ITEMS AND THEIR SUPPORTS TO BUILDING STRUCTURAL ELEMENTS BY THE FOLLOWING METHODS UNLESS OTHERWISE INDICATED BY CODE: 1.TO WOOD: FASTEN WITH LAG SCREWS OR THROUGH BOLTS. 2.TO NEW CONCRETE: BOLT TO CONCRETE INSERTS OF STEEL OR MALLEABLE-IRON OR SLOTTED SUPPORT SYSTEM. 3.TO EXISTING CONCRETE: EXPANSION ANCHOR FASTENERS, INSERT-WEDGE-TYPE, STAINLESS STEEL. 4.TO MASONRY UNITS: TOGGLE-TYPE BOLTS ON HOLLOW; EXPANSION ANCHOR FASTENERS ON SOLID. 5.TO STEEL: WELDED THREADED STUDS WITH LOCK WASHERS AND NUTS, BEAM CLAMPS OR SPRING-TENSION CLAMPS IN COORDINATION WITH STRUCTURAL REQUIREMENTS. 6.TO LIGHT STEEL: SHEET METAL SCREWS. G.ITEMS MOUNTED ON HOLLOW WALLS AND NONSTRUCTURAL BUILDING SURFACES: MOUNT CABINETS, PANELBOARDS, DISCONNECT SWITCHES, CONTROL ENCLOSURES, PULL AND JUNCTION BOXES, TRANSFORMERS, AND OTHER DEVICES ON SLOTTED-CHANNEL RACKS ATTACHED TO SUBSTRATE BY MEANS THAT MEET SEISMIC-RESTRAINT STRENGTH AND ANCHORAGE REQUIREMENTS. H.MULTIPLE RACEWAYS OR CABLES: INSTALL TRAPEZE-TYPE SUPPORTS FABRICATED WITH STEEL SLOTTED CHANNEL SUPPORT SYSTEM, SIZED SO CAPACITY CAN BE INCREASED BY AT LEAST 50 PERCENT IN FUTURE WITHOUT EXCEEDING SPECIFIED DESIGN LOAD LIMITS. I.SPRING-STEEL CLAMPS DESIGNED FOR SUPPORTING SINGLE CONDUITS WITHOUT BOLTS MAY BE USED FOR 1 1/2 INCH AND SMALLER RACEWAYS SERVING BRANCH CIRCUITS AND COMMUNICATION SYSTEMS ABOVE SUSPENDED CEILINGS AND FOR FASTENING RACEWAYS TO TRAPEZE SUPPORTS. J.CONCRETE BASES: CONSTRUCT CONCRETE BASES OF 3000-PSI, 28-DAY COMPRESSIVE-STRENGTH CONCRETE NOT LESS THAN 4 INCHES LARGER IN BOTH DIRECTIONS THAN SUPPORTED UNIT, AND SO ANCHORS WILL BE A MINIMUM OF 10 BOLT DIAMETERS FROM EDGE OF THE BASE. INSTALL ANCHOR FOR PROPER ATTACHMENT TO SUPPORTED EQUIPMENT AND ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 1.5 INSTALLATION A.INSTALL RACEWAYS PARALLEL WITH OR AT RIGHT ANGLES TO BUILDING LINES WITH NO MORE THAN THE EQUIVALENT OF FOUR 90-DEGREE BENDS IN ANY CONDUIT RUN EXCEPT FOR COMMUNICATIONS CONDUITS, FOR WHICH FEWER BENDS ARE ALLOWED. B.KEEP RACEWAYS AT LEAST 6 INCHES AWAY FROM PARALLEL RUNS OF FLUES AND STEAM OR HOT-WATER PIPES. INSTALL HORIZONTAL RACEWAY RUNS ABOVE WATER AND STEAM PIPING. C.ARRANGE STUB-UPS SO CURVED PORTIONS OF BENDS ARE NOT VISIBLE ABOVE THE FINISHED SLAB. D.CONCEAL CONDUIT AND CABLES WITHIN FINISHED WALLS, CEILINGS, AND FLOORS, UNLESS OTHERWISE INDICATED. E.RACEWAYS EMBEDDED IN SLABS: RUN CONDUIT LARGER THAN 1-INCH TRADE SIZE, PARALLEL OR AT RIGHT ANGLES TO MAIN REINFORCEMENT. WHERE AT RIGHT ANGLES TO REINFORCEMENT, PLACE CONDUIT CLOSE TO SLAB SUPPORT. ARRANGE RACEWAYS TO CROSS BUILDING EXPANSION JOINTS AT RIGHT ANGLES WITH EXPANSION FITTINGS. F.THREADED CONDUIT JOINTS, EXPOSED TO WET, DAMP, CORROSIVE, OR OUTDOOR CONDITIONS: APPLY LISTED COMPOUND TO THREADS OF RACEWAY AND FITTINGS BEFORE MAKING UP JOINTS. G.FLEXIBLE CONDUIT CONNECTIONS: USE MAXIMUM OF 72 INCHES OF FLEXIBLE CONDUIT FOR RECESSED AND SEMI-RECESSED LIGHTING FIXTURES, EQUIPMENT SUBJECT TO VIBRATION, NOISE TRANSMISSION, OR MOVEMENT; AND FOR TRANSFORMERS AND MOTORS. USE INSULATING BUSHINGS TO PROTECT CONDUCTORS. H.INSTALL PULL WIRES IN EMPTY RACEWAYS. USE POLYPROPYLENE OR MONOFILAMENT PLASTIC LINE WITH NOT LESS THAN 200-LB TENSILE STRENGTH. LEAVE AT LEAST 12 INCHES OF SLACK AT EACH END OF PULL WIRE. I.RECESSED BOXES IN MASONRY WALLS: SAW-CUT OPENING FOR BOX IN CENTER OF CELL OF MASONRY BLOCK, AND INSTALL BOX FLUSH WITH SURFACE OF WALL. J.SET FLOOR BOXES LEVEL AND FLUSH WITH FINISHED FLOOR SURFACE. K.FIRE-RATED-ASSEMBLY PENETRATIONS: MAINTAIN INDICATED FIRE RATING OF WALLS, PARTITIONS, CEILINGS, AND FLOORS AT RACEWAY AND CABLE PENETRATIONS. APPLY APPROVED FIRESTOPPING TO RESTORE ORIGINAL FIRE-RESISTANCE RATING OF ASSEMBLY. L.ROOF-PENETRATION SLEEVES: SEAL PENETRATION OF INDIVIDUAL RACEWAYS AND CABLES WITH FLEXIBLE BOOT-TYPE FLASHING UNITS APPLIED IN COORDINATION WITH ROOFING WORK. M.ENVIRONMENTAL TRANSITIONS: SEAL PENETRATIONS OF INDIVIDUAL RACEWAYS AND CABLES WHERE PASSING THROUGH BARRIERS BETWEEN PLENUM SPACES, COOLER AND FREEZER BOXES, AND CONDITIONED AND UNCONDITIONED SPACES OF BOTH INTERIOR AND EXTERIOR WALLS. N.UNDERGROUND CONDUIT: EXCAVATE TRENCH BOTTOM TO PROVIDE FIRM AND UNIFORM SUPPORT FOR CONDUIT. AFTER INSTALLING CONDUIT, BACKFILL AND COMPACT. INSTALL MANUFACTURED ELBOWS FOR STUB-UPS WITH ENTIRE ELBOW BELOW FINISHED SURFACE SUCH THAT EXPOSED CONDUIT IS PLUMB. O.INSTALL HANDHOLES LEVEL AND PLUMB ON A 6 INCH BED OF CRUSHED STONE OR GRAVEL WITH BOTTOM BELOW FROST LINE ORIENTED AND SIZED TO MINIMIZE BENDS AND DEFLECTIONS IN CONNECTING CONDUITS. IN PAVED AREAS, SET SO COVER SURFACE WILL BE FLUSH WITH FINISHED GRADE. OTHERWISE, SET COVERS 1 INCH ABOVE GRADE. 1.6 IDENTIFICATION A.PROVIDE A COMPLETE, MEANINGFUL, NEAT, AND WELL LABELED INSTALLATION. NAMEPLATES AND TAPE LABELS SHALL BE INSTALLED PARALLEL TO EQUIPMENT LINES. B.ENGRAVED NAMEPLATES: LAMINATED PHENOLIC PLASTIC, ENGRAVED WITH 3/8 INCH WHITE LETTERING ON BLACK BACKGROUND FOR IDENTIFICATION OF MAIN SERVICE DISCONNECTS, SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, MOTOR STARTERS, SAFETY SWITCHES, LIGHTING CONTROLS, CONTACTORS, RELAYS, AND SAFETY SWITCHES. LOCATE ON EQUIPMENT EXTERIORS, CLEARLY VISIBLE FROM WORKING SPACES AND FASTENED WITH A MINIMUM OF (2) SCREWS OR RIVETS. C.TAPE LABELS: EMBOSSED, 3/8 INCH, HEAVY DUTY ADHESIVE TAPE WITH 3/16 INCH, MECHANICALLY LABELED, BLACK LETTERS ON CLEAR BACKGROUND FOR IDENTIFICATION OF INDIVIDUAL WALL SWITCHES AND RECEPTACLES TO INDICATE PANEL AND CIRCUIT NUMBER TO WHICH DEVICE IS CONNECTED. D.PANELBOARD CIRCUIT DIRECTORIES: TYPEWRITTEN FOR EACH BRANCH CIRCUIT PANELBOARD TO IDENTIFY AREAS AND EQUIPMENT SERVED BY INDIVIDUAL CIRCUITS. THE CARDS SHALL REFLECT THE "AS BUILT" CONDITIONS AND BE PLACED UNDER A PROTECTIVE, TRANSPARENT COVER LOCATED ON INSIDE OF PANEL DOOR E.UNDERGROUND-LINE WARNING TAPE: PERMANENT, BRIGHT-COLORED, POLYETHYLENE TAPE 6 INCHES WIDE BY 4 MILS THICK SUITABLE FOR DIRECT-BURIAL WITH EMBEDDED, CONTINUOUS METALLIC STRIP AND PRINTED WITH TYPE OF UNDERGROUND LINE. F.JUNCTION BOXES: JUNCTION BOX COVERS WITH POWER WIRING SHALL BE LABELED WITH SOURCE PANEL AND CIRCUIT NUMBER. JUNCTION BOX COVERS FOR SPECIAL SYSTEMS SHALL BE LABELED WITH THE SYSTEM NAME. ALL LABELS FOR EXPOSED JUNCTION BOXES IN "FINISHED AREAS" SHALL BE LABELED UTILIZING TAPE LABELS. LABELS FOR JUNCTION BOX COVERS IN CONCEALED LOCATIONS SHALL BE NEATLY HANDWRITTEN ON THE OUTSIDE SURFACE OF THE COVER WITH A PERMANENT STYLE MARKER. JUNCTION BOX COVERS FOR FIRE ALARM AND EMERGENCY SYSTEMS SHALL BE PAINTED RED AND LABELED "FA" AND "E" RESPECTIVELY. G.CONDUCTORS: FACTORY COLORED FOR SIZES #6 AWG AND SMALLER. WIRE #4 AWG AND LARGER MAY BE IDENTIFIED BY COLORED PVC TAPE WRAPPED FOR AT LEAST 4 INCHES ON EACH END OF THE CONDUCTOR. 1.COLOR CODING FOR PHASE IDENTIFICATION SHALL BE AS FOLLOWS: 208Y/120 VOLT SYSTEM 480Y/277 VOLT SYSTEM BLACK PHASE A BROWN PHASE A RED PHASE B ORANGE PHASE B BLUE PHASE C YELLOW PHASE C WHITE NEUTRAL GRAY NEUTRAL GREEN GROUND GREEN GROUND 2.ISOLATED GROUND CONDUCTORS SHALL BE GREEN WITH A YELLOW STRIPE. 1.7 PROTECTION A.STORE PRODUCTS AND MATERIALS IN MANUFACTURER'S PACKAGING OR OTHERWISE PROTECTED UNTIL THEY ARE USED OR INSTALLED. REPAIR OR REPLACE DAMAGED PRODUCTS. B.KEEP OUTLET BOXES FREE OF PLASTER, DRYWALL JOINT COMPOUND, MORTAR, CEMENT, CONCRETE, DUST, PAINT, AND OTHER MATERIAL THAT MAY CONTAMINATE THE RACEWAY SYSTEM, CONDUCTORS, AND CABLES. SECTION 260526 -GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 1.1 QUALITY ASSURANCE A.COMPLY WITH UL 467 FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT. B.FOLLOW REQUIREMENTS OF NEC-250. 1.2 MATERIALS A.INSULATED CONDUCTORS: COPPER WIRE OR CABLE INSULATED FOR 600 V UNLESS OTHERWISE REQUIRED BY APPLICABLE CODE OR AUTHORITIES HAVING JURISDICTION. B.BARE COPPER CONDUCTORS: 1.SOLID CONDUCTORS: ASTM B 3. 2.STRANDED CONDUCTORS: ASTM B 8. 3.TINNED CONDUCTORS: ASTM B 33. 4.BONDING CABLE: 28 KCMIL, 14 STRANDS OF NO. 17 AWG CONDUCTOR, 1/4 INCH IN DIAMETER. 5.BONDING CONDUCTOR: NO. 4 OR NO. 6 AWG, STRANDED CONDUCTOR. 6.BONDING JUMPER: COPPER OR TINNED-COPPER TAPE, BRAIDED CONDUCTORS, TERMINATED WITH COPPER FERRULES; 1-5/8 INCHES WIDE AND 1/16 INCH THICK. C.GROUNDING BUS: RECTANGULAR BARS OF ANNEALED COPPER, NOT LESS THAN 1/4 BY 2 INCHES IN CROSS SECTION, 12 INCHES LONG; WITH INSULATORS. D.BOLTED CONNECTORS FOR CONDUCTORS AND PIPES: COPPER OR COPPER ALLOY, BOLTED PRESSURE-TYPE, WITH AT LEAST TWO BOLTS AND CLAMP TYPE, SIZED FOR PIPE. E.WELDED CONNECTORS: EXOTHERMIC-WELDING KITS OF TYPES RECOMMENDED BY KIT MANUFACTURER FOR MATERIALS BEING JOINED AND INSTALLATION CONDITIONS. F.GROUND RODS: COPPER-CLAD STEEL, 3/4 INCH DIAMETER BY 10 FEET IN LENGTH. 1.3 APPLICATIONS A.UNDERGROUND GROUNDING CONDUCTORS: BURY NO.2/0 AWG MINIMUM, BARE COPPER CONDUCTOR AT LEAST 24 INCHES BELOW GRADE. B.GROUNDING BUS: INSTALL IN ELECTRICAL AND TELEPHONE EQUIPMENT ROOMS, IN ROOMS HOUSING SERVICE EQUIPMENT, AND ELSEWHERE AS INDICATED. INSTALL BUS ON INSULATED SPACERS 1 INCH, MINIMUM, FROM WALL 6 INCHES ABOVE FINISHED FLOOR, UNLESS OTHERWISE INDICATED. C.CONDUCTOR TERMINATIONS AND CONNECTIONS: 1.PIPE AND EQUIPMENT GROUNDING CONDUCTOR TERMINATIONS: BOLTED CONNECTORS. 2.UNDERGROUND CONNECTIONS: WELDED CONNECTORS EXCEPT AT TEST WELLS AND AS OTHERWISE INDICATED. 3.CONNECTIONS TO STRUCTURAL STEEL: WELDED CONNECTORS. 1.4 INSTALLATION A.UFER GROUND (CONCRETE-ENCASED GROUNDING ELECTRODE): FABRICATE ACCORDING TO NFPA 70, USING A MINIMUM OF TWO 20 FEET LENGTHS OF BARE COPPER CONDUCTOR NOT SMALLER THAN NO. 4 AWG. 1.IF CONCRETE FOUNDATION IS LESS THAN 40 FEET LONG, COIL EXCESS CONDUCTOR WITHIN BASE OF FOUNDATION. 2.BOND GROUNDING CONDUCTOR TO REINFORCING STEEL IN AT LEAST FOUR LOCATIONS AND TO ANCHOR BOLTS. EXTEND GROUNDING CONDUCTOR BELOW GRADE AND CONNECT TO BUILDING GROUNDING GRID OR TO GROUNDING ELECTRODE EXTERNAL TO CONCRETE. B.GROUND RODS: DRIVE RODS UNTIL TOPS ARE 2 INCHES BELOW FINISHED FLOOR OR FINAL GRADE, UNLESS OTHERWISE INDICATED. 1.INTERCONNECT GROUND RODS WITH GROUNDING ELECTRODE CONDUCTOR BELOW GRADE AND AS OTHERWISE INDICATED. MAKE CONNECTIONS WITHOUT EXPOSING STEEL OR DAMAGING COATING, IF ANY. C.TEST WELLS: GROUND ROD DRIVEN THROUGH DRILLED HOLE IN BOTTOM OF HANDHOLE. INSTALL AT LEAST ONE TEST WELL FOR EACH SERVICE, UNLESS OTHERWISE INDICATED. INSTALL AT THE GROUND ROD ELECTRICALLY CLOSEST TO SERVICE ENTRANCE. SET TOP OF TEST WELL FLUSH WITH FINISHED GRADE OR FLOOR. D.GROUNDING CONDUCTORS: ROUTE ALONG SHORTEST AND STRAIGHTEST PATHS POSSIBLE, UNLESS OTHERWISE INDICATED OR REQUIRED BY CODE. AVOID OBSTRUCTING ACCESS OR PLACING CONDUCTORS WHERE THEY MAY BE SUBJECTED TO STRAIN, IMPACT, OR DAMAGE. E.GROUNDING AND BONDING FOR PIPING: 1.METAL WATER SERVICE PIPE: INSTALL INSULATED COPPER GROUNDING CONDUCTORS, IN CONDUIT, FROM BUILDING'S MAIN SERVICE EQUIPMENT, OR GROUNDING BUS, TO MAIN METAL WATER SERVICE ENTRANCES TO BUILDING. CONNECT GROUNDING CONDUCTORS TO MAIN METAL WATER SERVICE PIPES, USING A BOLTED CLAMP CONNECTOR OR BY BOLTING A LUG-TYPE CONNECTOR TO A PIPE FLANGE, USING ONE OF THE LUG BOLTS OF THE FLANGE. WHERE A DIELECTRIC MAIN WATER FITTING IS INSTALLED, CONNECT GROUNDING CONDUCTOR ON STREET SIDE OF FITTING. BOND METAL GROUNDING CONDUCTOR CONDUIT OR SLEEVE TO CONDUCTOR AT EACH END. 2.WATER METER PIPING: USE BRAIDED-TYPE BONDING JUMPERS TO ELECTRICALLY BYPASS WATER METERS. CONNECT TO PIPE WITH A BOLTED CONNECTOR. 3.BOND EACH ABOVE GROUND PORTION OF GAS PIPING SYSTEM DOWNSTREAM FROM EQUIPMENT SHUTOFF VALVE. F.BONDING INTERIOR METAL DUCTS: BOND METAL AIR DUCTS TO EQUIPMENT GROUNDING CONDUCTORS OF ASSOCIATED FANS, BLOWERS, ELECTRIC HEATERS, AND AIR CLEANERS. INSTALL BONDING JUMPER TO BOND ACROSS FLEXIBLE DUCT CONNECTIONS TO ACHIEVE CONTINUITY. G.BONDING STRAPS AND JUMPERS: INSTALL IN LOCATIONS ACCESSIBLE FOR INSPECTION AND MAINTENANCE, EXCEPT WHERE ROUTED THROUGH SHORT LENGTHS OF CONDUIT. 1.5 EQUIPMENT GROUNDING A.INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS IN ALL RACEWAYS WITH FEEDERS AND BRANCH CIRCUITS. USE COPPER CONDUCTORS ONLY. THE CONDUIT SYSTEM MAY NOT BE USED FOR EQUIPMENT GROUNDING. B.ISOLATED GROUNDING CIRCUITS: INSTALL A SEPARATE, INSULATED EQUIPMENT GROUNDING CONDUCTOR CONNECTED TO THE GROUNDING TERMINAL. ISOLATE CONDUCTOR FROM RACEWAY AND FROM PANELBOARD GROUNDING TERMINALS. TERMINATE AT EQUIPMENT GROUNDING CONDUCTOR TERMINAL OF THE APPLICABLE DERIVED SYSTEM OR SERVICE, UNLESS OTHERWISE INDICATED. GREEN-COLORED INSULATION WITH CONTINUOUS YELLOW STRIPE. 1.6 FIELD QUALITY CONTROL A.AFTER INSTALLING GROUNDING SYSTEM BUT BEFORE PERMANENT ELECTRICAL CIRCUITS HAVE BEEN ENERGIZED, TEST FOR COMPLIANCE WITH REQUIREMENTS. SECTION 262400 -ELECTRICAL DISTRIBUTION EQUIPMENT 1.1 SUBMITTALS A.PRODUCT DATA: FOR EACH TYPE OF EQUIPMENT INDICATED. INCLUDE DIMENSIONS AND MANUFACTURER'S TECHNICAL DATA ON FEATURES, PERFORMANCE, ELECTRICAL CHARACTERISTICS, RATINGS, ACCESSORIES, AND FINISHES. B.SHOP DRAWINGS: FOR EACH SWITCHBOARD, PANELBOARD, TRANSFORMER SWITCHING AND OVERCURRENT PROTECTIVE DEVICE, MOTOR STARTER AND RELATED EQUIPMENT. 1.INCLUDE DIMENSIONED PLANS, ELEVATIONS, SECTIONS, AND DETAILS. SHOW TABULATIONS OF INSTALLED DEVICES, EQUIPMENT FEATURES, AND RATINGS. 2.DETAIL BUS CONFIGURATION, CURRENT, AND VOLTAGE RATINGS. 3.SHORT-CIRCUIT CURRENT RATING OF SWITCHBOARDS, PANELBOARDS AND OVERCURRENT PROTECTIVE DEVICES. 4.INCLUDE EVIDENCE OF NRTL LISTING FOR SERIES RATING OF INSTALLED DEVICES. 5.INCLUDE TIME-CURRENT COORDINATION CURVES FOR EACH TYPE AND RATING OF OVERCURRENT PROTECTIVE DEVICE. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 1 0 : 1 2 : 5 6 A M ES001 ELECTRICAL SPECIFICATIONS 08/14/2023 23041 M. OWENS REVISION SCHEDULE NAME DATE PERMIT SET 8/14/23 09/22/2023 ELECTRICAL SPECIFICATIONS CONTINUED 1.2 MANUFACTURERS A.OBTAIN ALL ELECTRICAL DISTRIBUTION EQUIPMENT THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER. 1.3 PROJECT CONDITIONS A.ENVIRONMENTAL LIMITATIONS: RATE EQUIPMENT FOR CONTINUOUS OPERATION UNDER THE FOLLOWING CONDITIONS, UNLESS OTHERWISE INDICATED: 1.AMBIENT TEMPERATURE: NOT LESS THAN MINUS 22 DEG F AND NOT EXCEEDING 104 DEG F 2.ALTITUDE: NOT EXCEEDING 6600 FEET. B.SEISMIC PERFORMANCE: TO WITHSTAND THE EFFECTS OF EARTHQUAKE MOTIONS AT THE LOCATION OF INSTALLATION AND AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. C.ENCLOSURES: LISTED FOR ENVIRONMENTAL CONDITIONS AT INSTALLED LOCATION. 1.INDOOR DRY AND CLEAN LOCATIONS: NEMA 250, TYPE 1. 2.OUTDOOR LOCATIONS: NEMA 250, TYPE 3R. 3.KITCHEN OR WASH-DOWN AREAS: NEMA 250, TYPE 4X, STAINLESS STEEL. 4.OTHER WET OR DAMP INDOOR LOCATIONS: NEMA 250, TYPE 4. 5.INDOOR LOCATIONS SUBJECT TO DUST, FALLING DIRT, AND DRIPPING NONCORROSIVE LIQUIDS: NEMA 250, TYPE 12. 1.4 SWITCHBOARDS A.COMPLY WITH NEMA PB 2 AND UL 891. B.FRONT-CONNECTED, FRONT-ACCESSIBLE, REAR-ALIGNED SWITCHBOARDS: PANEL MOUNTED MAIN AND BRANCH DEVICES AND BARRIERS BETWEEN ADJACENT SECTIONS. BUS TRANSITIONS TO BE MATCHED AND ALIGNED WITH BASIC SWITCHBOARD; INSULATION AND ISOLATION FOR MAIN BUS OF MAIN SECTION AND MAIN AND VERTICAL BUSES OF FEEDER SECTIONS. 1.INDOOR ENCLOSURES: TYPE 1 WITH FACTORY-APPLIED FINISH IN MANUFACTURER'S STANDARD GRAY FINISH OVER A RUST-INHIBITING PRIMER ON TREATED METAL SURFACE. 2.OUTDOOR ENCLOSURES: TYPE 3R WITH FACTORY-APPLIED FINISH IN MANUFACTURER'S STANDARD COLOR; UNDERSURFACES TREATED WITH CORROSION-RESISTANT UNDERCOATING. C.UTILITY METERING COMPARTMENT: FABRICATED, BARRIER COMPARTMENT OR SECTION COMPLYING WITH UTILITY COMPANY'S REQUIREMENTS. PROVIDE SERVICE ENTRANCE LABEL AND NECESSARY APPLICABLE SERVICE ENTRANCE FEATURES. D.BUSES AND CONNECTIONS: HARD-DRAWN COPPER OF 98 PERCENT CONDUCTIVITY OR TIN-PLATED ALUMINUM WITH UNIFORM CAPACITY FOR ENTIRE LENGTH OF SWITCHBOARD'S MAIN AND DISTRIBUTION SECTIONS. PROVIDE FOR FUTURE EXTENSION FROM ONE END. 1.NEUTRAL BUSES: 100 PERCENT OF THE AMPACITY OF PHASE BUSES UNLESS OTHERWISE INDICATED, EQUIPPED WITH MECHANICAL CONNECTORS FOR OUTGOING CIRCUIT NEUTRAL CABLES. BRACE BUS EXTENSIONS FOR BUSWAY FEEDER NEUTRAL BUS. 2.GROUND BUS: 1/4-BY 2-INCH HARD-DRAWN COPPER OF 98 PERCENT CONDUCTIVITY, EQUIPPED WITH MECHANICAL CONNECTORS FOR FEEDER AND BRANCH-CIRCUIT GROUND CONDUCTORS. 3.LOAD TERMINALS: INSULATED, RIGIDLY BRACED, RUNBACK BUS EXTENSIONS, OF SAME MATERIAL AS THROUGH BUSES, EQUIPPED WITH MECHANICAL CONNECTORS FOR OUTGOING CIRCUIT CONDUCTORS. E.FUTURE DEVICES: PROVIDE FULL VERTICAL BUS AND EQUIP WITH ALL NECESSARY MOUNTING HARDWARE. 1.5 PANELBOARDS A.COMPLY WITH NEMA PB 1 AND UL 67. B.POWER DISTRIBUTION, AND LIGHTING AND APPLIANCE PANELBOARDS: PANELS AND TRIM SHALL BE STEEL WITH GALVANIZED STEEL BACKBOX, FACTORY FINISHED IMMEDIATELY AFTER CLEANING AND PRETREATING WITH MANUFACTURER'S STANDARD TWO-COAT, BAKED-ON FINISH CONSISTING OF PRIME COAT AND THERMOSETTING TOPCOAT. SURFACE-MOUNTED FRONTS SHALL MATCH BOX DIMENSIONS; FOR FLUSH-MOUNTED FRONTS, OVERLAP BOX. C.PHASE, NEUTRAL, AND GROUND BUSES: HARD-DRAWN COPPER, 98 PERCENT CONDUCTIVITY OR TIN-PLATED ALUMINUM WITH 100 PERCENT NEUTRAL BUS. 1.EQUIPMENT GROUND BUS: ADEQUATE FOR FEEDER AND BRANCH-CIRCUIT EQUIPMENT GROUNDING CONDUCTORS; BONDED TO BOX. 2.ISOLATED GROUND BUS: WHERE INDICATED FOR BRANCH-CIRCUIT ISOLATED GROUND CONDUCTORS; INSULATED FROM BOX. D.CONDUCTOR CONNECTORS: MECHANICAL LUGS OF SAME MATERIAL AS BUSSING AND SUITABLE FOR USE WITH CONDUCTOR MATERIAL AND SIZES SHOWN ON DRAWINGS. PROVIDE ADDITIONAL LUGS WHERE INDICATED AS FOLLOWS: FEED-THROUGH LUGS: LOCATE AT OPPOSITE END OF BUS FROM INCOMING LUGS OR MAIN DEVICE. SUBFEED (DOUBLE) LUGS: LOCATE AT SAME END OF BUS AS INCOMING LUGS OR MAIN DEVICE. E.SERVICE EQUIPMENT LABEL: NRTL LABELED FOR USE AS SERVICE EQUIPMENT FOR PANELBOARDS OR LOAD CENTERS WITH ONE OR MORE MAIN SERVICE DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES. F.FUTURE DEVICES: MOUNTING BRACKETS, BUS CONNECTIONS, FILLER PLATES, AND NECESSARY APPURTENANCES REQUIRED FOR FUTURE INSTALLATION OF DEVICES. G.SHORT-CIRCUIT CURRENT RATING: FULLY RATED TO INTERRUPT SYMMETRICAL SHORT-CIRCUIT CURRENT AVAILABLE AT TERMINALS OR SERIES RATED IN COMBINATION WITH UPSTREAM DEVICES AND TESTED PER UL 489. PROVIDE SERIES COMBINATION MARKING AS REQUIRED BY THE NEC WHERE USED. H.DOORS: CONCEALED HINGES; SECURED WITH FLUSH LATCH WITH TUMBLER LOCK; KEYED ALIKE. I.DIRECTORY CARD: INSIDE PANELBOARD DOOR, MOUNTED IN METAL FRAME WITH TRANSPARENT PROTECTIVE COVER 1.6 DISTRIBUTION TRANSFORMERS A.COMPLY WITH NEMA ST 20, AND LIST AND LABEL AS COMPLYING WITH UL 1561. B.FACTORY-ASSEMBLED AND -TESTED, AIR-COOLED UNITS FOR 60-HZ SERVICE. C.CORES: GRAIN-ORIENTED, NON-AGING SILICON STEEL, ONE LEG PER PHASE. D.COILS: CONTINUOUS WINDINGS WITHOUT SPLICES EXCEPT FOR TAPS WITH BRAZED OR PRESSURE TYPE INTERNAL COIL CONNECTIONS. E.ENCLOSURE: VENTILATED, NEMA 250 WITH RODENT GUARD. CORE AND COIL SHALL BE ENCAPSULATED WITHIN RESIN COMPOUND, SEALING OUT MOISTURE AND AIR. F.TRANSFORMER ENCLOSURE FINISH: COMPLY WITH NEMA 250, MANUFACTURER'S STANDARD GRAY. G.TAPS FOR TRANSFORMERS 25 KVA AND LARGER: TWO 2.5 PERCENT TAPS ABOVE AND FOUR 2.5 PERCENT TAPS BELOW NORMAL FULL CAPACITY. H.INSULATION CLASS: 220 DEG C, UL-COMPONENT-RECOGNIZED INSULATION SYSTEM WITH A MAXIMUM OF 115 DEG C RISE ABOVE 40 DEG C AMBIENT TEMPERATURE. I.ENERGY EFFICIENCY FOR TRANSFORMERS RATED 15 KVA AND LARGER: 1.COMPLYING WITH NEMA TP 1, CLASS 1 EFFICIENCY LEVELS. 2.TESTED ACCORDING TO NEMA TP 2. J.LOW-SOUND-LEVEL REQUIREMENTS: COMPLY WITH NEMA ST 20 STANDARD SOUND LEVELS WHEN FACTORY TESTED ACCORDING TO IEEE C57.12.91. 1.7 DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES A.MOLDED-CASE CIRCUIT BREAKER (MCCB): COMPLY WITH UL 489, W ITH INTERRUPTING CAPACITY TO MEET AVAILABLE FAULT CURRENTS. PROVIDE BREAKERS IN STANDARD FRAME SIZES, TRIP RATINGS AND NUMBER OF POLES AS REQUIRED WITH MECHANICAL LUGS SUITABLE FOR QUANTITY, SIZE AND MATERIAL OF CONDUCTORS SPECIFIED. MULTIPOLE UNITS ENCLOSED IN A SINGLE HOUSING OR FACTORY ASSEMBLED TO OPERATE AS A SINGLE UNIT. 1.THERMAL-MAGNETIC CIRCUIT BREAKERS: INVERSE TIME-CURRENT ELEMENT FOR LOW-LEVEL OVERLOADS, AND INSTANTANEOUS MAGNETIC TRIP ELEMENT FOR SHORT CIRCUITS. ADJUSTABLE MAGNETIC TRIP SETTING FOR CIRCUIT- BREAKER FRAME SIZES 250 A AND LARGER. 2.ADJUSTABLE INSTANTANEOUS-TRIP CIRCUIT BREAKERS: MAGNETIC TRIP ELEMENT WITH FRONT-MOUNTED, FIELD- ADJUSTABLE TRIP SETTING. 3.ELECTRONIC TRIP CIRCUIT BREAKERS WITH RMS SENSING; FIELD-REPLACEABLE RATING PLUG OR FIELD-REPLICABLE ELECTRONIC TRIP; AND FIELD-ADJUSTABLE SETTINGS FOR INSTANTANEOUS TRIP, LONG-AND SHORT-TIME PICKUP LEVELS, LONG-AND SHORT-TIME TIME ADJUSTMENTS, GROUND-FAULT PICKUP LEVEL, TIME DELAY, AND I²T RESPONSE. 4.ARC-FAULT CIRCUIT INTERRUPTING (AFCI): COMPLY WITH UL-1699 AND IEEE 1584. 5.GROUND-FAULT CIRCUIT INTERRUPTING (GFCI): CLASS A GROUND-FAULT PROTECTION (5-MA TRIP). 6.GROUND-FAULT EQUIPMENT PROTECTION (GFEP): CLASS B GROUND-FAULT PROTECTION (30-MA TRIP). 7.SHUNT TRIP (ST): COIL ENERGIZED FROM SEPARATE CIRCUIT, SET TO TRIP AT 75 PERCENT OF RATED VOLTAGE. 8.REMOTELY CONTROLLED MOTORIZED BREAKER (RCMB): MOTOR DRIVE TO OPEN AND CLOSE CONTACTS WHEN THE BREAKER IS IN THE "ON" POSITION CONTROLLED BY INTEGRAL MICROPROCESSOR. 9.APPLICATION LISTING: APPROPRIATE FOR APPLICATION: a.TYPE SWD FOR SWITCHING LIGHTING LOADS. b.TYPE HACR FOR HEATING, AIR CONDITIONING AND REFRIGERATION CIRCUITS. 10.ACCESSORIES: PROVIDE LOCK ON (LO) HANDLE CLAMP DEVICES OR PADLOCK PROVISIONS FOR LOCKOUT WHERE REQUIRED. B.BOLTED-PRESSURE CONTACT SWITCH: OPERATING MECHANISM USES ROTARY-MECHANICAL-BOLTING ACTION TO PRODUCE AND MAINTAIN HIGH CLAMPING PRESSURE ON THE SWITCH BLADE AFTER IT ENGAGES THE STATIONARY CONTACTS. 1.UTILIZED FOR MAIN SWITCH GREATER THAN 800A ONLY. 2.MAIN-CONTACT INTERRUPTING CAPABILITY: MINIMUM OF 12 TIMES THE SWITCH CURRENT RATING. 3.OPERATING MECHANISM: MANUAL HANDLE OPERATION TO CLOSE SWITCH; STORES ENERGY IN MECHANISM FOR OPENING AND CLOSING. 4.SERVICE-RATED SWITCHES: LABELED FOR USE AS SERVICE EQUIPMENT. 5.GROUND-FAULT RELAY: COMPLY WITH UL 1053; SELF-POWERED TYPE WITH MECHANICAL GROUND-FAULT INDICATOR, TEST FUNCTION, TRIPPING RELAY WITH INTERNAL MEMORY, AND THREE-PHASE CURRENT TRANSFORMER/SENSOR. C.FUSIBLE SWITCH: NEMA KS 1, HEAVY DUTY TYPE WITH CLIPS OR BOLT PADS TO ACCOMMODATE SPECIFIED FUSES, LOCKABLE HANDLE WITH CAPABILITY TO ACCEPT TWO PADLOCKS, AND INTERLOCKED WITH COVER IN CLOSED POSITION. D.NONFUSIBLE SWITCH: NEMA KS 1, HEAVY DUTY TYPE LOCKABLE HANDLE WITH CAPABILITY TO ACCEPT TWO PADLOCKS, AND INTERLOCKED WITH COVER IN CLOSED POSITION. E.FUSES: COMPLY WITH NEMA FU 1; COORDINATE FUSE RATINGS WITH UTILIZATION EQUIPMENT NAMEPLATE LIMITATIONS OF MAXIMUM FUSE SIZE. F.MOTOR STARTERS: PROVIDE FULL VOLTAGE MAGNETIC STARTERS FOR SINGLE MOTORS LESS THAN 10 HP AND REDUCED VOLTAGE STARTERS FOR MOTORS 10 HP AND LARGER UNLESS OTHERWISE INDICATED. PROVIDE WITH AUXILIARY CONTROL COMPONENTS AS REQUIRED. INCLUDE ONE OVERLOAD RELAY PER PHASE, SIZED FOR 115 PERCENT OF FULL LOAD MOTOR CURRENT. VERIFY ALL STARTER SIZES AND OVERLOAD PROTECTION WITH MECHANICAL CONTRACTOR. 1.8 TRANSIENT-VOLTAGE SURGE SUPRESSION (TVSS) A.COMPLY WITH NEMA LS 1; UL 1283, AND UL 1449, IEEE C62.41, AND TEST DEVICES ACCORDING TO IEEE C62.45. MODULAR DESIGN WITH FIELD-REPLACEABLE MODULES, SIGN-WAVE-TRACKING TYPE WITH THE FOLLOWING FEATURES AND ACCESSORIES: 1.FUSES, RATED AT 200-KA INTERRUPTING CAPACITY. 2.FABRICATION USING BOLTED COMPRESSION LUGS FOR INTERNAL WIRING. 3.INTEGRAL DISCONNECT SWITCH. 4.LED INDICATOR LIGHTS FOR POWER AND PROTECTION STATUS. 5.AUDIBLE ALARM, WITH SILENCING SWITCH, TO INDICATE WHEN PROTECTION HAS FAILED. 6.ONE SET OF DRY CONTACTS RATED AT 5 A AND 250-V, AC, FOR REMOTE MONITORING OF PROTECTION STATUS. COORDINATE WITH BUILDING POWER MONITORING AND CONTROL SYSTEM. 7.SURGE-EVENT OPERATIONS COUNTER. 8.INTEGRAL DISCONNECT SWITCH. B.PEAK SINGLE-IMPULSE SURGE CURRENT RATING: 1.SWITCHBOARDS: 240 KA PER PHASE. 2.PANELBOARDS: 120 KA PER PHASE. C.PROTECTION MODES AND UL 1449 SVR FOR GROUNDED WYE CIRCUITS WITH VOLTAGES OF AS INDICATED ON DRAWINGS, 3- PHASE, 4-WIRE CIRCUITS SHALL BE AS FOLLOWS: 1.LINE TO NEUTRAL: 800 V FOR 480Y/277, 400 V FOR 208Y/120. 2.LINE TO GROUND: 800 V FOR 480Y/277, 400 V FOR 208Y/120. 3.NEUTRAL TO GROUND: 800 V FOR 480Y/277, 400 V FOR 208Y/120. D.SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF SURGE SUPPRESSORS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION 1.9 INSTALLATION A.INSTALL SWITCHBOARDS, FLOOR-MOUNTED PANELBOARDS AND TRANSFORMERS LARGER THAN 75 KVA ON CONCRETE BASE, 4- INCH NOMINAL THICKNESS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. B.MOUNT PANELBOARD CABINETS PLUMB AND RIGID WITHOUT DISTORTION OF BOX. MOUNT RECESSED PANELBOARDS WITH FRONTS UNIFORMLY FLUSH WITH WALL FINISH AND MATING WITH BACK BOX. C.INSTALL OVERCURRENT PROTECTIVE DEVICES, TRANSIENT VOLTAGE SUPPRESSION DEVICES, AND OTHER ACCESSORIES NOT ALREADY FACTORY INSTALLED AND SET FIELD-ADJUSTABLE SWITCHES AND CIRCUIT-BREAKER TRIP RANGES. D.INSTALL FUSES IN FUSIBLE DEVICES. ARRANGE FUSES SO RATING INFORMATION IS READABLE WITHOUT REMOVING FUSE. E.INSTALL FILLER PLATES IN UNUSED SPACES. F.STUB FOUR 1-INCH EMPTY CONDUITS FROM PANELBOARD INTO ACCESSIBLE CEILING SPACE OR SPACE DESIGNATED TO BE CEILING SPACE IN THE FUTURE. G.ARRANGE CONDUCTORS IN GUTTERS INTO GROUPS AND BUNDLE AND WRAP WITH WIRE TIES. H.ADJUST MOVING PARTS AND OPERABLE COMPONENTS TO FUNCTION SMOOTHLY, AND LUBRICATE AS RECOMMENDED BY MANUFACTURER. SECTION 262726 -WIRING DEVICES 1.1 MANUFACTURERS A.OBTAIN EACH TYPE OF WIRING DEVICE AND ASSOCIATED WALL PLATE THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER. 1.2 RECEPTACLES A.COMPLY WITH NEMA WD 1, NEMA WD 6 AND UL 498. B.DUPLEX RECEPTACLES, 125 V, 20A: COMMERCIAL GRADE, 5-20R. 1.GFCI RECEPTACLES: COMPLY WITH UL 943, CLASS A. FEED-THROUGH TYPE WITH INDICATOR LIGHT THAT IS LIGHTED WHEN DEVICE IS TRIPPED. 2.ISOLATED-GROUND, RECEPTACLES: EQUIPMENT GROUNDING CONTACTS SHALL BE CONNECTED ONLY TO THE GREEN GROUNDING SCREW TERMINAL OF THE DEVICE AND WITH INHERENT ELECTRICAL ISOLATION FROM MOUNTING STRAP. ISOLATION SHALL BE INTEGRAL TO RECEPTACLE CONSTRUCTION AND NOT DEPENDENT ON REMOVABLE PARTS. C.PENDANT CORD-CONNECTOR DEVICES: MATCHING, LOCKING-TYPE PLUG AND RECEPTACLE BODY CONNECTOR; VOLTAGE AND CURRENT RATING AS REQUIRED, HEAVY-DUTY GRADE. 1.BODY: NYLON WITH SCREW-OPEN CABLE-GRIPPING JAWS AND PROVISION FOR ATTACHING EXTERNAL CABLE GRIP. 2.PLUG: NYLON BODY AND INTEGRAL CABLE-CLAMPING JAWS. MATCH CORD AND RECEPTACLE TYPE FOR CONNECTION. D.CORD AND PLUG SETS: MATCH VOLTAGE AND CURRENT RATINGS AND NUMBER OF CONDUCTORS TO REQUIREMENTS OF EQUIPMENT BEING CONNECTED. 1.CORD: RUBBER-INSULATED, STRANDED-COPPER CONDUCTORS, WITH TYPE SOW-A JACKET; WITH GREEN-INSULATED GROUNDING CONDUCTOR AND EQUIPMENT-RATING AMPACITY FOR CIRCUIT. 2.PLUG: NYLON BODY AND INTEGRAL CABLE-CLAMPING JAWS. MATCH CORD AND RECEPTACLE TYPE FOR CONNECTION. 1.3 SNAP SWITCHES A.COMPLY WITH NEMA WD 1 AND UL 20. B.SWITCHES, 120/277 V, 20 A: COMMERCIAL GRADE (SINGLE POLE, TWO POLE, THREE WAY, FOUR WAY): 1.PILOT LIGHT SWITCHES: NEON-LIGHTED HANDLE, ILLUMINATED WHEN SWITCH IS "ON." 2.LIGHTED SWITCHES: NEON-LIGHTED HANDLE, ILLUMINATED WHEN SWITCH IS "OFF." 3.KEY-OPERATED SWITCHES: FACTORY-SUPPLIED KEY IN LIEU OF SWITCH HANDLE. 4.MOTOR-RATED SWITCHES: 1 HP AT 120 V; 2 HP AT 277V. 1.4 FINISHES A.WIRING DEVICES CONNECTED TO NORMAL POWER SYSTEM: IVORY, UNLESS OTHERWISE INDICATED OR REQUIRED BY NFPA 70 OR DEVICE LISTING. B.ISOLATED-GROUND RECEPTACLES: ORANGE, WITH GREEN TRIANGLE. 1.5 WALL PLATES A.SINGLE AND COMBINATION TYPES TO MATCH CORRESPONDING WIRING DEVICES. 1.PLATE-SECURING SCREWS: METAL WITH HEAD COLOR TO MATCH PLATE FINISH. 2.MATERIAL FOR FINISHED SPACES: 0.035-INCH-THICK, SATIN-FINISHED STAINLESS STEEL. 3.MATERIAL FOR UNFINISHED SPACES: GALVANIZED STEEL. B.DAMP OR WET-LOCATION, WEATHERPROOF COVER PLATES: NEMA 250, COMPLYING WITH TYPE 3R WEATHER-RESISTANT, GASKETED, THERMOPLASTIC ENCLOSURE, LISTED AND LABELED FOR USE IN "WET LOCATIONS." THE WEATHERPROOF INTEGRITY OF THE ENCLOSURE SHALL NOT BE AFFECTED WHEN THE RECEPTACLE IS IN USE (ATTACHMENT PLUG CAP INSERTED). 1.6 INSTALLATION A.DEVICE INSTALLATION: 1.REPLACE ALL DEVICES THAT HAVE BEEN IN TEMPORARY USE DURING CONSTRUCTION. 2.CONNECT DEVICES TO BRANCH CIRCUITS USING PIGTAILS THAT ARE NOT LESS THAN 6 INCHES IN LENGTH. WHEN CONDUCTORS LARGER THAN NO. 12 AWG ARE INSTALLED ON 15-OR 20-A CIRCUITS, SPLICE NO. 12 AWG PIGTAILS FOR DEVICE CONNECTIONS. 3.WHEN THERE IS A CHOICE, USE SIDE WIRING WITH BINDING-HEAD SCREW TERMINALS. WRAP SOLID CONDUCTOR TIGHTLY CLOCKWISE, 2/3 TO 3/4 OF THE WAY AROUND TERMINAL SCREW. TIGHTEN UNUSED TERMINAL SCREWS ON THE DEVICE. 4.WHEN MOUNTING INTO METAL BOXES, REMOVE THE FIBER OR PLASTIC WASHERS USED TO HOLD DEVICE MOUNTING SCREWS IN YOKES, ALLOWING METAL-TO-METAL CONTACT. B.ARRANGEMENT OF DEVICES: INSTALL GROUND PIN OF VERTICALLY MOUNTED RECEPTACLES DOWN, AND ON HORIZONTALLY MOUNTED RECEPTACLES TO THE RIGHT. GROUP ADJACENT SWITCHES UNDER SINGLE, MULTIGANG WALL PLATES. SECTION 265500 - LIGHT FIXTURES AND LIGHTING CONTROLS 1.1 SUBMITTALS A.PRODUCT DATA: FOR EACH LIGHT FIXTURE TYPE AND CONTROL DEVICE INDICATED ON DRAWINGS AND IN SPECIFICATIONS. 1.2 LIGHT FIXTURES A.PROVIDE LIGHTING FIXTURES AS LISTED IN LIGHTING FIXTURE SCHEDULE ON DRAWINGS COMPLETE WITH LAMPS, BALLASTS, LAMP HOLDERS, LENSES, DIFFUSERS, REFLECTORS, WIRING, ETC. B.FIXTURES INSTALLED IN CEILINGS SHALL BE LISTED FOR USE IN THE APPLICATION INCLUDING, BUT NOT LIMITED TO, DIRECT CONTACT WITH INSULATION, PLENUM SPACES AND FIRE-RATED ASSEMBLIES. PROVIDE NECESSARY COMPONENTS AND ACCESSORIES AS REQUIRED. C.FIXTURES INSTALLED IN WET OR DAMP LOCATIONS SHALL BEAR THE UL LISTING "WET" OR "DAMP" LABEL. D.EXTERIOR FIXTURES SHALL HAVE BALLASTS AND LAMPS COMPATIBLE FOR OPERATION AT 0 DEGREES F. E.SITE LIGHTING POLES SHALL BE EQUIPPED WITH A SHEET METAL BASE COVER TO CONCEAL ALL ANCHOR BOLTS. F.THE FIXTURE SUPPLIER SHALL PROVIDE ALL NECESSARY HANGING OR MOUNTING HARDWARE FOR ALL FIXTURES AND SHALL BE RESPONSIBLE FOR VERIFYING ACCESSORIES AND OPTIONS REQUIRED FOR THE INSTALLATION CONDITIONS PRIOR TO ORDERING THE FIXTURE. 1.3 LAMPS A.PROVIDE LAMP(S) FOR EACH FIXTURE AS INDICATED IN LIGHTING FIXTURE SCHEDULE ON DRAWINGS. LAMP TYPE, SIZE, WATTAGE, AND MOUNTING ORIENTATION SHALL BE AS RECOMMENDED BY LAMP AND FIXTURE MANUFACTURERS. COORDINATE ALL REQUIREMENTS PRIOR TO LAMP INSTALLATION. 1.4 TIME SWITCHES A.ELECTRONIC TIME SWITCHES: SOLID-STATE PROGRAMMABLE ASTRONOMIC TIME UNITS WITH ALPHANUMERIC DISPLAY AND BATTERY BACKUP; COMPLYING WITH UL 917. B.CONTACTS SHALL BE DPDT, RATED FOR 30-A INDUCTIVE OR RESISTIVE AT REQUIRED VOLTAGE. 1.5 OUTDOOR PHOTOELECTRIC SWITCHES A.DESCRIPTION: SOLID STATE, WITH DPST DRY CONTACTS RATED FOR 2000-VA TUNGSTEN OR 1800-VA INDUCTIVE, TO OPERATE CONNECTED LOAD, RELAY, CONTACTOR COILS, OR MICROPROCESSOR INPUT; COMPLYING WITH UL 773A. 1.LIGHT-LEVEL MONITORING RANGE: 1.5 TO 10 FC, WITH AN ADJUSTMENT FOR TURN-ON AND TURN-OFF LEVELS WITHIN THAT RANGE, AND A DIRECTIONAL LENS IN FRONT OF PHOTOCELL TO PREVENT FIXED LIGHT SOURCES FROM CAUSING TURN-OFF. 2.TIME DELAY: 15-SECOND MINIMUM, TO PREVENT FALSE OPERATION. 3.MOUNTING: TWIST LOCK COMPLYING WITH IEEE C136.10, WITH BASE-AND-STEM MOUNTING OR STEM-AND-SWIVEL MOUNTING ACCESSORIES AS REQUIRED TO DIRECT SENSOR TO THE NORTH SKY EXPOSURE. 1.6 INDOOR OCCUPANCY SENSORS A.DESCRIPTION: WALL-OR CEILING-MOUNTING, SOLID-STATE UNITS TO TURN LIGHTS ON WHEN COVERED AREA IS OCCUPIED AND OFF WHEN UNOCCUPIED; WITH A TIME DELAY FOR TURNING LIGHTS OFF, ADJUSTABLE OVER A MINIMUM RANGE OF 1 TO 15 MINUTES. 1.SENSORS SHALL HAVE BYPASS SWITCH FOR OVERRIDE IN CASE OF SENSOR FAILURE AND LED INDICATOR TO SHOW WHEN MOTION IS BEING DETECTED. 2.CONTACTS SHALL BE RATED FOR 20-A BALLAST LOAD AT 120-AND 277-V AC, FOR 13-A TUNGSTEN AT 120-V AC, AND FOR 1 HP AT 120-V AC. CONTACTS MAY BE INTEGRAL TO SENSOR OR THROUGH A SEPARATE RELAY; POWER SUPPLY TO SENSOR SHALL BE 24-V DC, 150-MA, CLASS 2 POWER SOURCE AS DEFINED BY NFPA 70. COMPLY WITH UL 773A. 3.AUTOMATIC LIGHT-LEVEL SENSOR: ADJUSTABLE FROM 2 TO 200 FC; KEEP LIGHTING OFF WHEN SELECTED LIGHTING LEVEL IS PRESENT. B.PASSIVE INFRARED (PIR) TYPE: DETECT OCCUPANCY BY SENSING A COMBINATION OF HEAT AND 6-INCH MINIMUM MOVEMENT OF ANY PORTION OF A HUMAN BODY THAT PRESENTS A TARGET OF NOT LESS THAN 36 SQ. IN.. C.ULTRASONIC TYPE: DETECT OCCUPANCY BY SENSING A CHANGE IN PATTERN OF REFLECTED ULTRASONIC ENERGY IN AREA OF COVERAGE FOR A PERSON OF AVERAGE SIZE AND WEIGHT MOVING NOT LESS THAN 12 INCHES IN EITHER A HORIZONTAL OR A VERTICAL MANNER AT AN APPROXIMATE SPEED OF 12 INCHES(S). D.DUAL-TECHNOLOGY TYPE: DETECT OCCUPANCY BY USING A COMBINATION OF PIR AND ULTRASONIC DETECTION METHODS IN AREA OF COVERAGE. PARTICULAR TECHNOLOGY OR COMBINATION OF TECHNOLOGIES THAT CONTROLS ON-OFF FUNCTIONS SHALL BE SELECTABLE IN THE FIELD BY OPERATING CONTROLS ON UNIT WITH SEPARATE SENSITIVITY ADJUSTMENT FOR EACH TECHNOLOGY. E.PROVIDE SENSORS WITH COVERAGE SUITABLE FOR SIZE AND SHAPE OF CONTROLLED SPACE AT PRESCRIBED MOUNTING HEIGHT AND LOCATION. 1.7 LIGHTING CONTACTORS A.DESCRIPTION: ELECTRICALLY OPERATED AND ELECTRICALLY HELD, COMPLYING WITH NEMA ICS 2 AND UL 508. 1.CURRENT RATING FOR SWITCHING: LISTING OR RATING CONSISTENT WITH TYPE OF LOAD SERVED. 2.FAULT CURRENT WITHSTAND RATING: EQUAL TO OR EXCEEDING THE AVAILABLE FAULT CURRENT AT THE POINT OF INSTALLATION. B.ENCLOSURE: COMPLY WITH NEMA 250. C.MOUNTING: MOUNT CONTACTORS WITH ELASTOMERIC ISOLATOR PADS UNLESS CONTACTORS ARE INSTALLED IN AN ENCLOSURE WITH FACTORY-INSTALLED VIBRATION ISOLATORS. 1.8 LIGHTING CONTROL SYSTEMS A.PROVIDE A LIGHTING CONTROL SYSTEM CONSISTING OF RELAY/CONTACTOR PANEL(S), CONTROL SWITCHES, OCCUPANCY SENSORS, PHOTOCELLS AND OTHER CONTROLLING DEVICES. THE DEVICES ARE CONNECTED BY LOW VOLTAGE AND LINE VOLTAGE WIRING. THE GENERAL OPERATION OF LIGHTING AND CONTROLLED LOADS SHALL INCLUDE: 1.INTERIOR LIGHTING: MANUAL SWITCH AND OCCUPANCY SENSOR CONTROL ON/OFF WITH AUTOMATIC TIME SCHEDULED SHUT OFF. 2.SCHEDULED ON/OFF LOADS: TIME ON, TIME OFF BY AUTOMATIC TIME SCHEDULE WITH AFTER HOUR OVERRIDE CAPABILITY AND SHUTOFF. 3.EXTERIOR LIGHTING: PHOTOCELL OR ASTRONOMIC ON/TIME OFF, TIME ON/PHOTOCELL OR ASTRONOMIC OFF. 4.EXTERIOR SECURITY LIGHTING: PHOTOCELL OR ASTRONOMIC ON, PHOTOCELL OR ASTRONOMIC OFF. B.PROVIDE LIGHTING CONTROL PANELS IN THE LOCATIONS AND CAPACITIES AS INDICATED ON THE PLANS AND SCHEDULES. EACH PANEL SHALL BE OF MODULAR CONSTRUCTION AND CONSIST OF THE FOLLOWING COMPONENTS: 1.ENCLOSURE SHALL BE NEMA 1, NEMA 3R, OR NEMA 4, SIZED TO ACCEPT THE REQUIRED NUMBER OF RELAYS. COVER SHALL BE CONFIGURED FOR SURFACE OR FLUSH WALL MOUNTING OF THE PANEL AS INDICATED ON THE PLANS. THE PANEL COVER SHALL HAVE A HINGED AND LOCKABLE DOOR WITH RESTRICTED ACCESS TO LINE VOLTAGE SECTION OF THE PANEL. 2.INTERIOR ASSEMBLY SHALL BE SUPPLIED AS A FACTORY ASSEMBLED COMPONENT SPECIFICALLY DESIGNED AND LISTED FOR FIELD INSTALLATION. THE INTERIOR CONSTRUCTION SHALL PROVIDE TOTAL ISOLATION OF LINE VOLTAGE (CLASS 1) WIRING FROM LOW VOLTAGE (CLASS 2) WIRING WITHIN THE ASSEMBLED PANEL. 3.RELAYS SHALL BE LATCHING TYPE WITH MODULAR PLUG-IN DESIGN WITH THE FOLLOWING RATINGS: a.30 AMP BALLAST AT 277V. b.20 AMP TUNGSTEN AT 120V. c.1.5 HP MOTOR AT 120V. d.10,000 AMP SHORT CIRCUIT CURRENT AT 120V. e.14,000 AMP SHORT CIRCUIT CURRENT AT 277V. 1.9 INSTALLATION A.FIXTURES ARE LOCATED FOR SYMMETRICAL PATTERNS AND TO SUIT STRUCTURAL CONDITIONS. MAJOR CHANGES IN LOCATION OF OUTLETS SHALL BE APPROVED BY THE ARCHITECT. CONSULT FINISH SCHEDULE AND ARCHITECTURAL DRAWINGS FOR CEILING AND WALL CONSTRUCTION AND FINISH. B.FIELD LOCATE LIGHT FIXTURES TO AVOID CONFLICTS WITH MECHANICAL AND OTHER EQUIPMENT. DO NOT LOCATE LIGHT FIXTURES NEAR HEAT SOURCES THAT EXCEED MANUFACTURER WARRANTED TEMPERATURE LEVELS. C.COORDINATE LAYOUT AND INSTALLATION OF CEILING-MOUNTED DEVICES WITH OTHER CONSTRUCTION THAT PENETRATES CEILINGS OR IS SUPPORTED BY THEM, INCLUDING LIGHT FIXTURES, HVAC EQUIPMENT, SMOKE DETECTORS, FIRE-SUPPRESSION SYSTEM, AND PARTITION ASSEMBLIES. D.RECESSED FIXTURES IN LAY IN TYPE CEILING GRID SYSTEMS SHALL BE SUPPORTED INDEPENDENT OF THE CEILING GRID SYSTEM. FIXTURES SHALL HAVE A GALVANIZED #12 WIRE ATTACHED TO THE BUILDING STRUCTURE. PROVIDE TWO (2) WIRES MINIMUM FOR INDIVIDUAL FIXTURES ATTACHED TO OPPOSITE CORNERS OF THE FIXTURE. THE FIXTURES SHALL ALSO HAVE "EARTHQUAKE" CLIPS INSTALLED AT ALL FOUR (4) CORNERS OF THE FIXTURE THAT POSITIVELY ATTACH THE FIXTURE TO THE SUSPENSION SYSTEM. EACH ATTACHMENT DEVICE SHALL HAVE THE CAPACITY OF SUPPORTING 100 PERCENT OF THE FIXTURE WEIGHT IN ANY DIRECTION. EACH FIXTURE SHALL BE WIRED WITH A 72" PIECE OF FLEXIBLE CONDUIT CONNECTED TO A BLANK COVERED JUNCTION BOX LOCATED IN THE ACCESSIBLE CEILING SPACE WITHIN 36" OF THE FIXTURE CONNECTION POINT. E.PENDANT FIXTURES IN SUSPENDED LAY-IN GRID CEILINGS SHALL BE SUPPORTED INDEPENDENT OF THE CEILING GRID AND OUTLET BOX. SUPPORT SHALL CONSIST OF NO. 9 SUPPORT WIRE OR 1/4" THREADED ROD ATTACHED TO THE BUILDING STRUCTURE. UTILIZE MANUFACTURER'S STANDARD HARDWARE FOR ATTACHMENT TO FIXTURE. F.SUPPORT SURFACE AND PENDANT MOUNT FIXTURES IN EXCESS OF 50 LBS. INDEPENDENTLY OF OUTLET BOX. ATTACH TO ROOF, FLOOR, OR CEILING ABOVE USING LAG SCREWS, LAG BOLTS, THREADED ROD, TOGGLE BOLTS, OR CINCH ANCHORS TO SUPPORT FIXTURE PLUS 100 LBS. AT EACH SUPPORT. G.FIXTURES AND LAMPS SHALL BE LEFT CLEAN AT THE TIME OF ACCEPTANCE OF THE WORK AND EVERY ITEM SHALL BE IN PROPER OPERATION. IF FIXTURES ARE DIRTY AT COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL CLEAN THEM AT NO ADDITIONAL COST TO THE OWNER. H.DO NOT INSTALL FIXTURE LENS ENCLOSURES OR LOUVERS IN FIXTURES UNTIL GENERAL CONSTRUCTION WORK IS COMPLETE, INCLUDING PAINTING. I.INSTALL AND AIM SENSORS IN LOCATIONS TO ACHIEVE NOT LESS THAN 90 PERCENT COVERAGE OF AREAS INDICATED. DO NOT EXCEED COVERAGE LIMITS SPECIFIED IN MANUFACTURER'S WRITTEN INSTRUCTIONS. J.AFTER INSTALLATION AND ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, VERIFY OPERATION OF EACH DEVICE, AND TEST FOR COMPLIANCE WITH REQUIREMENTS AND ADJUST AS NECESSARY FOR PROPER OPERATION. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com AD D I T I O N A N D A L T E R A T I O N T O GR A N D P E A K S M E D I C A L 72 S 1 S T E , R E X B U R G , I D A H O 8 3 4 4 0 RE X B U R G C L I N I C 9/ 2 2 / 2 0 2 3 1 0 : 1 2 : 5 7 A M ES002 ELECTRICAL SPECIFICATIONS 08/14/2023 23041 M. OWENS REVISION SCHEDULE NAME DATE PERMIT SET 8/14/23 09/22/2023