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Home My WebLink AboutPLANS - 19-00599 - 72 S 1st E - Grand Peaks Medical - RemodelTHE PROJECT CONSISTS OF A PARTIAL RENOVATION OF THE EXISTING MEDICAL AND DENTAL CLINIC AND A COMPLETE INTERIOR RENOVATION, PARTIAL EXTERIOR RENOVATION AND RE-ROOF OF THE ADJACENT BUILDING. THE EXISTING MEDICAL AND DENTAL CLINIC RENOVATION WILL INCLUDE, ON THE MEDICAL SIDE, RENOVATING TWO OF THE EXISTING OFFICES INTO EXAM ROOMS THAT WOULD INCLUDE CASEWORK WITH SINKS, RENOVATE THE LAB STORAGE AREA, PROVIDE STORAGE IN THE OLD BREAKROOM AREA AND A CONNECTING HALLWAY TO THE ADJACENT BUILDING. THE RENOVATION ON THE DENTAL SIDE WILL INCLUDE CONVERTING THREE OF THE EXISTING OFFICES INTO OPERATORY ROOMS THAT WILL REQUIRE CABINETS WITH SINKS, RELOCATING THE MECHANICAL ROOM TO THE GARAGE, PROVIDE STORAGE IN THE OLD BREAKROOM AREA AND A CONNECTING HALLWAY TO THE ADJACENT BUILDING. THE RENOVATION WILL ALSO INCLUDE EXTERIOR IMPROVEMENTS TO THE SOUTH AND NORTH SIDE OF THE BUILDING TO MATCH THE EXISTING EAST ELEVATION. THE ADJACENT BUILDING WILL INCLUDE A COMPLETE INTERIOR RENOVATION WITH A NEW MENTAL HEALTH SUITE, RESTROOMS, MEDICAL PROVIDER OFFICES, DENTAL PROVIDER OFFICES, STAFF BREAKROOM, CONFERENCE/MEETING ROOM. THE RENOVATION WILL ALSO INCLUDE EXTERIOR IMPROVEMENTS TO MATCH THE EXISTING BUILDING WITH A NEW, INVITING ENTRANCE FACING SOUTH AND A COMPLETE ROOF REPLACEMENT THAT WILL INCLUDE TUBE SKYLIGHTS. GROSS AREAS: EXISTING RENOVATION: 6,926 NEW RENOVATION: 5,145 VESTIBULE ADDITION: 96 TOTAL: 12,167 S.F. OCCUPANCY: B NO. OF STORIES:1 TYPE OF CONSTRUCTION: V-B OWNER: GRAND PEAKS MEDICAL PROJECT ADDRESS: 72 S. 1ST E REXBURG, ID 83440 BUILDING CODES APPLICABLE: 2015 INTERNATIONAL BUILDING CODE 2015 ENERGY CONSERVATION CODE 2015 INTERNATIONAL MECHANICAL CODE 2017 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL FUEL GAS CODE 2017 IDAHO PLUMBING CODE OWNER: GRANDS PEAKS MEDICAL ARCHITECT: GPC ARCHITECTS 18 N. MAIN ST, SUITE 200 PO BOX 330 DRIGGS, ID 83422 PHONE: 208.354.8036 EMAIL: gchadwick@gpcarch.com CONTACT: GARETT CHADWICK, AIA, LEED AP BD&C GENERAL CONTRACTOR: CONSTRUCTION SOLUTIONS COMPANY 2880 E. 14TH N. AMMON, ID 83401 PHONE: 208.514.4441 EMAIL: travis@cscid.com CONTACT: TRAVIS SIMMONS STRUCTURAL ENGINEER: FROST STRUCTURAL ENGINEERING 1020 LINCOLN ROAD IDAHO FALLS, ID 83401 PHONE: 208.227.8405 EMAIL: davidp@froststructural.com CONTACT: DAVID PORTER NORTH PROJECT SITE NOTE: NOT ALL SYMBOLS ARE USED ARCHITECTURAL AS1.1 OVERALL SITE PLAN D1.1 DEMOLITION FLOOR PLAN A1.1 OVERALL FLOOR PLAN A2.1 BUILDING DETAILS A3.1 EXTERIOR ELEVATIONS A4.1 ROOF PLAN A5.1 BUILDING SECTIONS A10.1 DOOR & WINDOW SCHEDULES A11.1 REFLECTED CEILING PLAN & DETAILS SHEET NUMBER SHEET NUMBER project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 3 0 / 2 0 1 9 1 1 : 2 6 : 1 5 A M T1.1 TITLE SHEET 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O TITLE T1.1 TITLE SHEET MECHANICAL ENGINEER: ENGINEERED SYSTEMS ASSOCIATES, INC. 1355 EAST CENTER STREET POCATELLO, ID 83201 PHONE: 208.232.0501 EMAIL: esa@engsystems.com CONTACT: DWAYNE SUDWEEKS, PE ELECTRICAL ENGINEER: PAYNE ENGINEERING INC 1823 EAST CENTER STREET POCATELLO, ID 83201 PHONE: 208.232.4439 EMAIL: payneengineering@gmail.com CONTACT: TODD PAYNE, PE STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES S1.1 GENERAL STRUCTURAL NOTES/SPECIAL INSPECTIONS S1.2 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.3 ROOF FRAMING PLAN S3.0 DETAILS MECHANICAL M0.1 MECHANICAL AND PLUMBING DEMO PLAN M1.1 MECHANICAL FLOOR PLAN M3.1 MECHANICAL SCHEDULE AND DETAILS P1.1 PLUMBING FLOOR PLAN P3.1 PLUMBING SCHEDULE AND DETAILS ELECTRICAL E0.0 ELECTRICAL SYMBOLS & DETAILS E0.1 EXISTING ELECTRICAL PLAN E1.0 LIGHTING PLAN E2.0 POWER/DATA PLAN E3.0 POWER RISER & SCHEDULES E3.1 ELECTRICAL DETAILS XXX ABV Above A/C Air Conditioning ACT Acoustical Ceiling Tile ADJ Adjustable, Adjacent A.F.F. Above Finish Floor A.I.B.Air Infiltration Barrier ALT Alternate ALUM Aluminum APPROX Approximate ARCH Architectural/Architect BD Board BLDG Building BLK Block BLKG Blocking BLW Below BM Beam B.M. Bench Mark BN Bullnose B.O.F. Bottom of Footing B.O.M.Bottom of Masonry BRG Bearing BTM Bottom BTWN Between B.U. Built-up CAB Cabinet CEM Cement C.I. Cast Iron C.J. Control Joint CLG Ceiling CLO Closet C.M. Construction Manager C.M.U. Concrete Masonry Unit C.O. Clean out COL Column CONC Concrete CONST.JT.Construction Joint CONT Continuous CONTR Contractor COORD Coordinate CORR Corridor CPT Carpet C.T. Ceramic Tile CTR Center C.W. Cold Water DBL Double DET Detail D.F. Drinking Fountain DIA Diameter DIM Dimension DISP Dispenser/Disposal DN Down D.P. Dampproofing DR Door DRF Draftstopping D.S. Downspout DWG Drawing EA Each E.C. Electrical Contractor E.E. Each End E.I.F.S.Exterior Insulation and Finish System E.J. Expansion Joint E.J.C. Expansion Joint Cover EL Elevation ELEC Electrical/Electric E/O Equipment by Owner E.P.D.M.Ethylene Propylene Diene Monomer E.P.S. Expanded Polystyrene EQ Equal EQUIP Equipment E.W.C. Electric Water Cooler E.W.S. Exterior Wall System EXIST or (e)Existing EXP Expansion EXT Exterior F.D. Floor Drain FDN Foundation F.E.Fire Extinguisher FIN Finish FLR/FL Floor F.N.D. Feminine Napkin Disposal F.N.V. Feminine Napkin Vendor F.O.B. Face of Brick F.O.F. Face of Framing F.O.S. Face of Stud FR Frame FT Feet/Foot FTG Footing FURR Furring GA Gauge GALV Galvanized G.B. Grab Bar GEN General G.I.Galvanized Iron GL Glass G.W.B. Gypsum Wallboard H.B. Hose Bibb H/C Handicapped H.C.Hollow Core H.D. Heavy Duty HDNR Hardener HDW Hardware H.M. Hollow Metal HORZ Horizontal HT Height H.W. Hot Water ICF Insulated Concrete Form I.D. Inside Diameter IN Inch/Inches INCL Including INFO Information INSUL Insulation INT Interior INV Invert JAN Janitor JT Joint LKRS Lockers LOC Location MASRY Masonry Block MAT/MAT'L Material MAX Maximum MECH Mechanical MEMB.W.P.Membrane Waterproofing MEZZ. Mezzanine MFR/MFG Manufacturer/ Manufacturing M.H.Manhole Min Minimum MISC Miscellaneous M.L.P.Metal Liner Panel M.O.Masonry Opening M.T.Metal Threshold MTL Metal M.T.P.Metal Toilet Partition (N)New NEC'Y Necessary N.I.C.Not in Contract NOM Nominal N.T.S.Not to Scale O.A.F.Overall Frame O.C.On Center O.D.Outside Diameter O.H.Overhead OPNG Opening OPP Opposite OPP.H.Opposite Hand ORIG Original O.F.C.I.Owner Furnished Contractor Installed O.F.O.I.Owner Furnished Owner Installed PL or Plate P.Lam Plastic Laminate PLAS Plastic PLYWD Plywood PREFAB Prefabricated PT Paint P.T.D.Paper Towel Dispenser P.T.W.Pressure Treated Wood PTN Partition QT Quarry Tile (R)Remove RAD Radius R.D.Roof Drain RECMND Recommendation REF Reference/Refrigerator REINF Reinforce/Reinforcing REQ'D Required RET Retain/Retained REV Revisions R.F.Resilient Flooring RM Room R.O.Rough Opening RTG Rating S.C.Solid Core SCHED Schedule S.C.W.Solid Core Wood S.D.Soap Dispenser SECT Section S.F.Square Feet S.F.C.Special Floor Coating S.G.T.Structural Glazed Tile SHWR Shower SHT Sheet SHTG Sheathing SIM Similar SPECS Specifications SQ Square S.S.Stainless Steel STD Standard STL Steel STOR Storage STRUCT Structural SUSP Suspended S.W.C.Special Wall Coating TEL Telephone TEMP Tempered T.O.BM.Top of Beam T.O.C.Top of Concrete T.O.F.Top of Footing TOIL Toilet T.O.J.Top of Joist T.O.M.Top of Masonry T.O.S.Top of Steel T.P.D.Toilet Paper Dispenser TRANS. FG. PNL. Translucent Fiberglass Panel TRTD Treated TYP Typical U.G.Underground U.L.Underwriters Laboratory UNEXC Unexcavated UNFIN Unfinished U.N.O.Unless Noted Otherwise U.S.Underside (V)Verify V.C.T.Vinyl Composition TIle VENT Ventilation/Ventilator VERT Vertical V.I.F.Verify in Field VISQ.V.B.Visqueen Vapor Barrier V.S.G.Vinyl Sheet Goods V.T.R.Vent Thru Roof VWC Vinyl Wallcovering W/With W.C.Water Closet WD Wood WDO Window W/O Without W.P.Waterproof XX.X X X X X X XX.X X XX.X X XX.X XX.X XXX X XXX XX X X'-X"CX XXX KEY TO SYMBOLSSTANDARD ABBREVIATIONS VICINITY MAP BUILDING DATA INDICATES CENTER LINE EXTERIOR ELEVATION NUMBER DETAIL NUMBER BUILDING SECTION LETTER WALL SECTION NUMBER SHEET DRAWN ON GROUT IN SECTION RIGID INSULATION IN SECTION ACOUSTICAL TILE IN SECTION DRYWALL OR PLASTER IN SECTION E.I.F.S. IN SECTION SOUNDBOARD IN SECTION PLYWOOD IN SECTION FINISHED WOOD IN SECTION METAL IN SECTION BRICK IN SECTION CONCRETE BLOCK IN LARGE SCALE SECTION CONCRETE BLOCK IN SMALL SCALE SECTION CONCRETE IN SMALL SCALE SECTION CONCRETE IN LARGE SCALE SECTION GRAVEL IN SECTION EARTH IN SECTION STUD WALL BATT INSULATION WALL TYPE LETTER TOILET ACCESSORY DEMOLITION KEYED NOTE & BORROWED LITE TAG CEILING TYPE TAG EXTERIOR WINDOW LETTER & BORROWED LITE TAG ROOM NUMBER KEYED NOTE NUMBER INTERIOR & EXTERIOR DOOR OR GATE NUMBER SHEET DRAWN ON SHEET DRAWN ON SHEET DRAWN ON INTERIOR ELEVATION NUMBER SHEET DRAWN ON INDEX TO DRAWINGS RCP Reflected Ceiling Plan PROJECT TEAM X PROJECT SUMMARY CONSTRUCTION DOCUMENTS ACCESS. Accessory 9/ 3 0 / 2 0 1 9 1 1 : 2 6 : 1 5 A M GRAND PEAKS RENOVATION REXBURG, IDAHO CO L L E G E A V E CARLSON AVE E 1ST S S 1 S T E CO L L E G E A V E CARLSON AVE E 1ST S S 1 S T E no. description date X X X X X X XXX X X X X X X XX XXXXX X X X X XX EXISTING GRAND PEAKS DENTAL & MEDICAL TO BE RENOVATED EXISTING BUILDING TO BE RENOVATED EXISTING BUILDING(S) EXISTING BUILDING(S) EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING 9'-0" 20 ' - 0 " 40 EXISTING SPACES 8 SPACES NEW VESTIBULE ADDITION E 1ST E S 1 S T E CO L L E G E A V E . 024119.09 024119.09024119.09 4'-4"15'-0" CLEAR 321104 321104 321104 321104 TYP. 322805 322805 322705 329300 322805 321313.10 321105.10 321105.20 RENOVATED BUILDING NEW CONCRETE NEW ASPHALT NEW PAINT STRIPING PROPERTY LINE EXSISTING BUILDING EXSISTING CONCRETE EXISITING ASPHALT EXISTING GRASSNEW 3/4" CUT ROCK MULCH EXISTING PAINT STRIPING FENCE LINE project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 3 0 / 2 0 1 9 1 1 : 2 6 : 0 8 A M AS1.1 OVERALL SITE PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1" = 20'-0"AS1.1 1 OVERALL SITE PLAN 1. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. 2. ITEMS NOT SPECIFICALLY NOTED OR IDENTIFIED AS EXISTING ARE TO BE CONSIDERED NEW. 3. ALL CURBS AND WALKS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. WHERE APPARENT DISCREPANCIES OCCUR, CONTACT ARCHITECT FOR CLARIFICATION. 4. SLOPE ALL WALKS, FILLS AND PAVED AREAS AWAY FROM BUILDING, DO NOT EXCEED CROSS SLOPE OF 2% ON WALKS. 5. LIMIT CONSTRUCTION ACTIVITIES TO AREA'S WITHIN CONSTRUCTION FENCE. GENERAL NOTES KEYED NOTES 024119.09 SELECTIVE DEMOLITION - REMOVE FENCE 321104 PERMANENT PAVEMENT MARKINGS 321105.10 PERMANENT TRAFFIC SIGNING "ONE WAY DO NOT ENTER" - BUILDING MOUNTED 321105.20 PERMAENT TRAFFIC SIGN "RESERVED PARKING VAN ACCESSIBLE" W/ HANDICAP SYMBOL - POLE MOUNTED 321313.10 NEW VERICAL CURB - 6" WIDE, 12" BELOW GRADE, 8" ABOVE GRADE 329300 NEW ROCK MULCH SITE LEGEND NORTH no. description date (E) OPERATORY (E) OPERATORY (E) OPERATORY (E) OPERATORY (E) IT (E) EXAM (E) HALL (E) EXAM(E) XRAY(E) ELEC (E) RESTROOM (E) PROCEDURE (E) EXAM (E) EXAM (E) EXAM (E) EXAM (E) NURSE STATION (E) RECEPTION (E) PHARMACY (E) WAITING/RECEPTION (E) STORAGE (E) HALL (E) CORR. (E) EXAM(E) HALL (E) OPERATORY (E) LAB (E) RESTROOM (E) RESTROOM (E) KID ROOM (E) STORAGE (E) CORR (E) LAB (E) CORR (E) OFFICE (E) BREAK (E) OFFICE (E) OFFICE (E) LAB STORAGE (E) LAB STORAGE (E) RESTROOM 1 1 AA B C 2 2 3 3 DD 4 4 5 5 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 3 A5.1 ________ 4 A5.1 ________ 5 A5.1 ________ 024119.01 024119.03 ± 5 ' - 6 " 024119.03024119.03 024119.01 024119.01 024119.03 024119.01 024119.01 024119.03024119.03 024119.03024119.03 024119.01 024119.03 024119.01 024119.03 024119.03 024119.02 024119.03 024119.01 024119.03024119.03 024119.03024119.03 024119.03 024119.03 024119.01 024119.03024119.03 024119.03 024119.03024119.03 024119.03024119.03024119.03 024119.01 024119.03 024119.01 024119.03 024119.03024119.03024119.03 024119.01 024119.02 024119.04 024119.08 024119.04 024119.11 024119.12024119.12024119.12 024119.10 024119.10 024119.10 024119.10 024119.10 024119.13 024119.13 024119.01 024119.01 024119.01 024119.01 024119.14 024119.14 024119.14 024119.03 024119.03024119.03024119.03 024119.04 024119.03 024119.03 024119.01 024119.12 project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 3 0 / 2 0 1 9 1 1 : 2 6 : 1 0 A M D1.1 DEMOLITION FLOOR PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1/8" = 1'-0"D1.1 1 DEMOLTION FLOOR PLAN KEYED NOTES 024119.01 SELECTIVE DEMOLITION - REMOVE DOOR, HARDWARE & FRAME 024119.02 SELECTIVE DEMOLITION - REMOVE CASEWORK 024119.03 SELECTIVE DEMOLITION - REMOVE WALL OR PORTION OF WALL AS DIMENSIONED 024119.04 SELECTIVE DEMOLITION - REMOVE SINK & FAUCET 024119.08 SELECTIVE DEMOLITION - REMOVE TOILET 024119.10 SELECTIVE DEMOLITION - REMOVE FLOORING 024119.11 SELECTIVE DEMOLITION - REMOVE FLOORING & SALVAGE FOR RE-USE 024119.12 SELECTIVE DEMOLITION - REMOVE CEILING 024119.13 SELECTIVE DEMOLITION - REMOVE (E) INFILL 024119.14 SELECTIVE DEMOLITION - REMOVE (E) VINYL SIDING, REPAIR (E) CMU AS REQ'D. FOR NEW FINISH 1. TAKE PROPER PRECAUTIONS DURING DEMOLITION TO PROTECT EXISTING STRUCTURES AND FINISHES WHICH ARE TO REMAIN. REPAIR ANY MATERIALS DAMAGED BY CONSTRUCTION ACTIVITIES. 2. SOME UNKNOWN CONDITIONS MAY EXIST. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH THE EXTENT OF THE WORK. 3. ITEMS IDENTIFIED FOR OWNER REUSE OR SALVAGE SHALL BE CAREFULLY REMOVED, CLEANED, AND STORED NEATLY AND SECURELY FOR REUSE OR OWNER'S BENEFIT. 4. OWNER RETAINS FIRST RIGHT OF SALVAGE FOR ALL REMOVED ITEMS. 5. COORDINATE DEMOLITION WORK WITH ALL NEW WORK TO BE DONE. ADDITIONAL DEMOLITION, OTHER THAN THAT SHOWN ON THESE DRAWINGS, MAY BE REQUIRED FOR COMPLETION OF NEW WORK. 6. DEMOLISHED MATERIALS AND DEBRIS NOT SALVAGED FOR REUSE OR OWNER BENEFIT SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF IN A SAFE AND LAWFUL MANNER. 7. THE EXTENT AND TYPE OF CONSTRUCTION IN CONCEALED SPACES TO BE DEMOLISHED IS UNKNOWN. CONTRACTOR TO ASSUME FOR BIDDING THAT THE TYPE OF CONCEALED CONSTRUCTION IS SIMILAR TO ADJACENT TYPICAL TYPES OF CONSTRUCTION. 8. CONTRACTOR TO PROVIDE PROPER SHORING OF LOAD BEARING ELEMENTS DURING DEMOLITION. COORDINATE WITH STRUCTURAL ENGINEER. 9. AREA OF DEMOLITION, INDICATED THUS: DEMOLITION NOTES NORTH no. description date (E) OPERATORY (E) OPERATORY (E) OPERATORY (E) OPERATORY (E) IT EXAM 138 (E) HALL (E) EXAM (E) XRAY ELEC 132 RESTROOM 128 (E) PROCEDURE (E) EXAM (E) EXAM (E) EXAM (E) EXAM (E) NURSE STATION (E) RECEPTION (E) PHARMACY (E) WAITING/RECEPTION (E) KID ROOM (E) HALL (E) CORR. EXAM 139 (E) HALL OPERATORY 140 (E) LAB (E) RESTROOM (E) RESTROOM (E) STORAGE 6'-9"6'-8"6'-3"8'-11"3'-7"12'-9"6'-5" CONFERENCE 119 BREAKROOM 118 RESTROOM 117 OFFICE 116 OFFICE 114 OFFICE 107 OFFICE 127 PLAY THERAPY 106 MECH/ELEC 124RESTROOM 108 OFFICE 110 OFFICE 123 OFFICE 122 OFFICE 113 OFFICE 115 OFFICE 121 OFFICE 126 STORAGE 141 117 116 114 111 109 107 121 122 123 124 118 119 126 127 133 128 MEDICAL STORAGE 133 DENTAL STORAGE 134 CORR 131 LAB STORAGE 130 LAB 129 CORR 135 OPERATORY 137 4 A3.1 1 1 AA B C 2 2 3 3 DD 4 4 5 53 A3.1 OFFICE 111 OFFICE 109 8' - 3 " 1' - 9 " 6' - 0 " 19 ' - 4 " 6' - 0 " ± 4 ' - 2 " 14 ' - 8 " 4' - 6 " 5' - 2 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 1' - 8 " 4' - 1 0 " 13 ' - 1 0 " 13'-5"6'-3"12'-8"12'-6"6'-6" ± 20'-4"± 32'-4"± 23'-9"± 68'-3" ± 144'-8" 13 ' - 1 0 " 4' - 1 0 " 6' - 6 " 10 ' - 8 " 9' - 1 0 " 10 " 3' - 5 " 7' - 1 " 7' - 9 " 13 ' - 0 " 2' - 0 " 2' - 7 " 8' - 1 " 11 ' - 8 " ± 6 9 ' - 1 0 " ± 1 3 ' - 7 " ± 1 9 ' - 5 " ± 1 0 2 ' - 1 0 " ± 1 0 2 ' - 1 0 " E2 W2 W2 W2 W2 W2 W5 W2 W2 W5 W2 W2 W2 W2 W2 W2 W2 E1 W1 W1 W2 W5 W1 E2 W3 W2 W5 W2 W2 W5 W2 1 A3.1 MECH 142 RECEPTION 105 OPERATORY 136 VESTIBULE 101 WAITING 102 VEST. 103 TOILET 104 ± 1'-9"6'-0"12'-7"2'-2"10'-5"3'-0"6'-0"5'-11"3'-4"1'-6"± 16'-9"± 1'-8"± 5'-4"± 9'-2"± 1'-8"± 14'-6"± 1'-8"± 14'-10"± 1'-8"± 16'-2"± 6'-4"2'-3" ± 144'-8" 2 A3.1 CORR. 112 CORR. 120 CORR. 125 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 3 A5.1 ________ 4 A5.1 ________ 5 A5.1 ________ E1E1 E1 E1 E3E3E3E3E3E3E3E3E3E3E3E3E3E1E2 E1 E4 E4 E5E5 E3 E3 E3E3 E3 E3 E1 E1 E7 W2 W3 W2W2 W5 W5 E1 W5 W5 W5 W2 W2 W2 W2 W6W3W5 W2 W3 W2 W3 W2W2 W5 E6 E6 E6 E6 W1W1 W1 9'-4" 6' - 0 " 4'-3"3'-5"3'-1"4'-3"± 3'-5" W1 W4 W4 W7 W7 W7 W8 W8 W1 W5 064113064116 064116.10064116.10064116.10 123640123640 123640 064113064113 123640 123640 W1 064113 064113 064113064113 064113064113 087100087100 260000 113100.10 113100.30 113100.20 220000220000 260000 079500079500 079500079500 079500 011000.20 E1 101 102 104 106 108 110 113 115 E3 E2 131 134 142 220000.10 E4 E6 079500 079500 079500 079500 E5 AA A A 105 087100 ± 3 7 ' - 3 " ± 52'-8"± 92'-0" 1'-9" E8 B W8 SIM.064116064116 064113064113 064116.10 064116 064113 W2 064113 260000 123640 E1 W1 5/8" TYPE "X" G.W.B. EACH SIDE 2X4 WOOD STUD W/ FULL BATT INSULATION W4 5/8" TYPE "X" G.W.B. EACH SIDE 2X6 WOOD STUD W/ FULL BATT INSULATION W2 2 LAYERS 5/8" TYPE "X" G.W.B. EACH SIDE 2X4 WOOD STUD W/ FULL BATT INSULATION W3 2 LAYERS 5/8" TYPE "X" G.W.B. 2X4 WOOD STUD W/ FULL BATT INSULATION 5/8" TYPE "X" G.W.B. W5 2 LAYERS 5/8" TYPE "X" G.W.B. EACH SIDE 2X6 WOOD STUD W/ FULL BATT INSULATION EXTERIOR WALL TILE W6 2 LAYERS 5/8" TYPE "X" G.W.B. 2X6 WOOD STUD W/ FULL BATT INSULATION 5/8" TYPE "X" G.W.B. MORTAR SETTING BED EXISTING CMU 1 1/2" RIGID INSULATION 2X4 WOOD STUD W/ FULL BATT INSULATION VAPOR BARRIER CEMENTITIOUS BOND COAT WATERPROOF MEMBRANE CEMENT BACKER BOARD NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 5/8" TYPE "X" G.W.B. MANUFACTURED STONE VENEER E3 FINISH COAT MORTAR SETTING BED EXISTING CMU 1/2" BROWN COAT 1/4" SCRATCH COAT NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS MANUFACTURED STONE VENEER E2 EXTERIOR WALL TILE MORTAR SETTING BED 8" CMU 1 1/2" RIGID INSULATION 2X4 WOOD STUD W/ FULL BATT INSULATION VAPOR BARRIER CEMENTITIOUS BOND COAT WATERPROOF MEMBRANE CEMENT BACKER BOARD NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 5/8" TYPE "X" G.W.B. MANUFACTURED STONE VENEER E4 FINISH COAT MORTAR SETTING BED 8" CMU 1/2" BROWN COAT 1/4" SCRATCH COAT NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS MANUFACTURED STONE VENEER MORTAR, BOND COAT MORTOR, SCRATCH COAT 1 1/2" RIGID INSULATION SHEATHING 2X6 WOOD STUD W/ FULL BATT INSULATION VAPOR BARRIER MANUFACTURED STONE VENEER 5/8" TYPE "X" G.W.B. NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS E5 1 1/2" RIGID INSULATION 2X4 WOOD STUD W/ FULL BATT INSULATION VAPOR BARRIER 5/8" TYPE "X" G.W.B. NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS E6 8" CMU E7 MORTAR SETTING BED 8" CMU MANUFACTURED STONE VENEER W7 2X6 WOOD STUD W/ FULL BATT INSULATION 5/8" TYPE "X" G.W.B. EXISTING CMU W8 2X6 WOOD STUD W/ FULL BATT INSULATION 5/8" TYPE "X" G.W.B. EXISTING CMU 8" CMU E8 8" CMU project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 3 0 / 2 0 1 9 1 1 : 2 5 : 5 4 A M A1.1 OVERALL FLOOR PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1/8" = 1'-0"A1.1 1 OVERALL FLOOR PLAN NORTH 1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL HANDRAILS, GRAB BARS, TOILET ACCESSORIES, CASEWORK, ETC. 2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION. 3. SEE PLUMBING PLANS FOR EXACT LOCATION OF FLOOR DRAINS. SLOPE ALL CONCRETE SLABS TOWARDS DRAINS. 4. ALL G.W.B. TO BE 5/8" TYPE 'X', EXCEPT AS NOTED. 5. USE WATER RESISTANT G.W.B. IN ALL WET AREAS INDICATED TO RECIEVE G.W.B. - JANITOR AREAS & TOILET ROOMS @ FIXTURE WALLS ONLY. 6. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT STONE. 7. DIMENSIONS ARE TO FACE OF BLOCK, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 8. LOCATE DOOR R.O. 4 1/2" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE. 9. SEE A2.1 FOR ROOM FINISH SCHEDULE. 10. SEE A7 SERIES FOR ENLARGED PLANS. 11. SEE A8 FOR INTERIOR ELEVATIONS FOR TRIM, CASEWORK, TOILET ACCESSORIES, ETC. 12. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 13. SEE A11 SERIES FOR REFLECTED CEILING PLANS. 14. ALL VAPOR BARRIER IN LOCATIONS NOT COVERED WITH G.W.B. MUST MEET FLAME SPREAD 25 - SEE SPECS. ALL VAPOR BARRIER MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS. GENERAL NOTES KEYED NOTES 011000.20 EXISTING POWER POLE TO REMAIN 064113 WOOD-VENEER-FACED ARCHITECTURAL CABINETS TO MATCH (E) 064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS TO MATCH (E) 064116.10 MELAMINE SHELVING - PROVIDE BRACKETS FOR SUPPORT AS REQUIRED 079500 EXPANSION CONTROL 087100 DOOR HARDWARE - ADA HANDICAP ACTUATOR 113100.10 RESIDENTIAL APPLAINCE - REFRIGERATOR 35" X 32" - O.F.O.I. 113100.20 RESIDENTIAL APPLIANCE - DISHWASHER - O.F.O.I. 113100.30 RESIDENTIAL APPLIANCE - MICROWAVE - O.F.O.I. 123640 GRANITE COUNTERTOPS TO MATCH (E) 220000 PLUMBING FIXTURE OR EQUIPMENT 220000.10 PLUMBING FIXTURE OR EQUIPMENT - RELOCATED SINK & ACCESSORIES 260000 ELECTRICAL EQUIPMENT - TV - O.F.O.I. WALL TYPES no. description date DOUBLE 2X WOOD BLOCKING FOR WALL CABINETS, GRAB BARS AND LARGER ITEMS SINGLE 2X6 WOOD BLOCKING FOR ALL MOUNTED TOILET ACCESSORIES, LOWER CASEWORK AND SMALLER ITEMS CA B . H T . CA B . H T . CA B . H T . 1 1 / 2 " C L 1 1 / 2 " 1 1 / 2 " C L C L 1 1 / 2 " C L SEE DETAIL 3/A2.1 FOR BACKING PLATES WITHIN WALL INSTALL BASE AT CABINETS -SEE RM. FINISH SCHED. WALL CABINET - SEE INT. ELEV. SEE DETAIL 3/A2.1 FOR BACKING PLATES WITHIN WALL BASE CABINET - SEE INT. ELEV. INSTALL BASE AT CABINETS -SEE RM. FINISH SCHED. FIRE EXTINGUISHER CABINET FULL THICKNESS BATT INSULATION 5/8" TYPE 'X' G.W.B. EA. SIDE SEE FLOOR PLAN FOR WALL TYPE PROVIDE FULL PERIMETER FRAMING SEMI RECESSED NOTE:SIMILAR CONDITION FOR ELECTRICAL PANELS & VALVE BOXES 4' - 0 " A . F . F . T O C E N T E R O F H A N D L E INTERIOR TRIM PACKAGE - TO MATCH (E) 1X6 1X6 1X4 1X4 1X4 1X4 1X6 MDF TRIM MDF TRIM 1/2" 1/2"1/2" 5" 3" 1X4 2' - 9 1 / 4 " NUMBER NAME FLOOR BASE WALLS CEILING REMARKSNORTH EAST SOUTH WEST FINISH HEIGHT (+/-) 101 VESTIBULE F5 B1 W1 W1 W1 W1 C1 10'-0" 102 WAITING F1 B1 W1 W1 W1 W1 C1 12'-0" 2 103 VEST. F1 B1 W1 W1 W1 W1 C3 8'-0" 104 TOILET F4 B2 W2, W3 W2, W3 W2, W3 W2, W3 C2 8'-0" 105 RECEPTION F1 B1 W1 W1 W1 W1 C1 9'-0" 106 PLAY THERAPY F1 B1 W1 W1 W1 W1 C1 9'-0" 2 107 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 108 RESTROOM F4 B2 W2, W3 W2, W3 W2, W3 W2, W3 C2 8'-0" 109 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 110 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 111 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 112 CORR. F1 B1 W1 W1 W1 W1 C1 9'-0" 113 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 114 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 115 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 116 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 117 RESTROOM F4 B2 W2, W3 W2, W3 W2, W3 W2, W3 C1 8'-0" 118 BREAKROOM F2 B1 W1 W1 W1 W1 C1 10'-0" 119 CONFERENCE F1 B1 W1 W1 W1 W1 C1 12'-0" 2 120 CORR. F1 B1 W1 W1 W1 W1 C1 9'-0" 121 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 122 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 123 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 124 MECH/ELEC F3 B3 W1 W1 W1, W4 W1, W4 C5 STRUCT. 125 CORR. F1 B1 W1 W1 W1 W1 C1 9'-0" 126 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 127 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 128 RESTROOM - B1 W1 - - W1 C3, C5 EXIST. 1 129 LAB - - - - - W1 C5 EXIST. 130 LAB STORAGE F2 B3 W1 W1 W1 W1 C3 EXIST. 131 CORR F1 B1 W1 W1 W1 W1 C5 EXIST. 132 ELEC - - - - - - - EXIST. 133 MEDICAL STORAGE F2 B3 W1 W1 W1 W1 C5 EXIST. 134 DENTAL STORAGE F2 B3 W1 W1 W1 W1 C5 EXIST. 135 CORR F1 B1 W1 W1 W1 W1 C3 EXIST. 136 OPERATORY F2 B1 W1 W1 W1 W1 C3 EXIST. 2 137 OPERATORY F2 B1 W1 W1 W1 W1 C3 EXIST. 2 138 EXAM F2 B1 W1 W1 W1 W1 C3, C5 EXIST. 2 139 EXAM F2 B1 W1 W1 W1 W1 C3, C5 EXIST. 2 140 OPERATORY F2 B1 W1 W1 W1 W1 C5 EXIST. 141 STORAGE F3 B3 W1 W1 W1 W1 C3, C5 EXIST. 142 MECH F3 B3 W1 W1 W1 W1 C5 EXIST. CEILING C1 24" X 24" ACOUSTIC TILE & GRID SYSTEM - SEE SPECS C2 EPOXY PAINTED, TEXTURED, TYPE 'X' GYPSUM WALL BOARD C3 PAINTED, TEXTURED, TYPE 'X' GYPSUM WALL BOARD C4 OPEN TO ABOVE C5 (E) CEILING TO REMAIN, PAINT WALL W1 TEXTURED AND PAINTED TYPE 'X' GYPSUM BOARD W2 TEXTURED AND EPOXY PAINTED TYPE 'X' GYPSUM BOARD W3 CERAMIC TILING W4 PLASTIC PANELING BASE B1 5" MDF BASE TO MATCH (E) B2 NO BASE B3 RUBBER BASE FLOOR F1 TILE CARPETING F2 WOOD PLANK LVT F3 (E) CONCRETE - SEALED F4 CERAMIC TILING F5 TILE CARPETING - WALK-OFF 1. PROVIDE DESIGNATED BASE FROM ROOM FINISH SCHEDULE AROUND BOTTOM OF CABINETS, UNLESS OTHERWISE NOTED. 2. SEE A11 SERIES FOR REFLECTED CEILING PLANS. 3. SEE A8 FOR INTERIOR ELEVATIONS FOR CASEWORK, TOILET ACCESSORIES, ETC. 4. PROVIDE FLOOR FILLER AS REQUIRED TO PREPARE SLABS FOR FINISH FLOORING. 5. USE WATER RESISTANT G.W.B. IN ALL WET AREAS INDICATED TO RECIEVE G.W.B. - JANITOR AREAS & TOILET ROOMS @ FIXTURE WALLS ONLY. 6. PROVIDE IN-WALL BLOCKING/BACKING FOR WALL MOUNTED ITEMS - SEE DETAIL 1/A2.1. 7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. BUTTS AGAINST DISSIMILAR MATERIAL EXCEOT STONE. 8. PROVIDE BACKER BOARD BEHIND ALL TILE WALL FINISHES - DELETE G.W.B. 9. SEE PLUMBING PLANS FOR EXACT LOCATION OF FLOOR DRAINS. SLOPE ALL CONCRETE SLABS TOWARDS DRAINS. GENERAL NOTES ROOM FINISH SCHEDULE LEGEND ROOM FINISH SCHEDULE 1. RE-USE SALVAGED TILE FOR FLOOR 2. PROVIDE CHAIR RAIL TO MATCH (E) FINISH SCHEDULE REMARKS project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 3 0 / 2 0 1 9 1 1 : 2 5 : 5 6 A M A2.1 BUILDING DETAILS 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O NOT TO SCALEA2.1 1 WOOD STUD BACKING DETAIL NOT TO SCALEA2.1 2 CABINET SECTION @ STUD WALL 1 1/2" = 1'-0"A2.1 3 TYP. FIRE EXTINGUISHER DOOR NUMBER NAME ROOM NUMBER ACTUAL NAME ON SIGN NUMBER OF SIGNS 102 WAITING 102 WAITING ROOM 1 104 TOILET 104 RESTROOM 1 106 PLAY THERAPY 106 PLAY THERAPY 1 107 OFFICE 107 OFFICE 1 108 RESTROOM 108 RESTROOM 1 109 OFFICE 109 OFFICE 1 110 OFFICE 110 OFFICE 1 111 OFFICE 111 OFFICE 1 113 OFFICE 113 OFFICE 1 114 OFFICE 114 OFFICE 1 115 OFFICE 115 OFFICE 1 116 OFFICE 116 OFFICE 1 117 RESTROOM 117 RESTROOM 1 118 BREAKROOM 118 BREAKROOM 1 119 CONFERENCE 119 CONFERENCE ROOM 1 121 OFFICE 121 OFFICE 1 122 OFFICE 122 OFFICE 1 123 OFFICE 123 OFFICE 1 124 MECH/ELEC 124 JANITOR 1 136 OFFICE 126 OFFICE 1 127 OFFICE 127 OFFICE 1 128 RESTROOM 128 RESTROOM 1 133 MEDICAL STORAGE 133 STORAGE 1 134 DENTAL STORAGE 134 STORAGE 1 OPERATORY 136 OPR - VERIFY W/ OWNER 1 OPERATORY 137 OPR - VERIFY W/ OWNER 1 EXAM 138 EXAM 1 EXAM 139 EXAM 1 OPERATORY 140 OPR - VERIFY W/ OWNER 1 SIGN SCHEDULE INFORMATION SHOWN IN THE SIGN SCHEDULE IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY THE INFORMATION TO BE PLACED ON THE SIGNS WITH THE ARCHITECT PRIOR TO ORDERING THE SIGNS. SIGNS TO MATCH EXISTING. 1/4" = 1'-0"A2.1 4 TRIM PACKAGE no. description date GROUND FLOOR ELEV.100' -0" 345 092400 047300 092400 047300 ELEV. 104' - 10" T.O. WALL ± 011000.20 E4 E3 GROUND FLOOR ELEV.100' -0" ABCD2 A5.1 ________3 A5.1 ________4 A5.1 ________5 A5.1 ________ 092400 047300 047300 092400 047300 099113099113 011000.20 092400.10 230000 E5 12'-0" 9' - 1 0 " E6 B GROUND FLOOR ELEV.100' -0" 1 2 3 4 5 ± 4 ' - 1 0 " 1 A5.1 ________ 047300 047300 047300 093013093013047300 092400.10092400.10 092400.10 092400.10 092400.10092400.10092400.10 092400.10 092400.10 079500 092400 047300 092400.10 011000.20230000TYP. 087100 101419 086223086223 A E1 A E2 ELEV. 111' - 9"± T.O. WALL GROUND FLOOR ELEV.100' -0" D2 A5.1 ________ 093013 047300 047300 092400.10 092400.10092400.10092400.10 086223 092400.10 ELEV. 119' - 0" T.O. WALL ± ELEV. 116' - 8" T.O. WALL ± ELEV. 104' - 10" T.O. WALL ± AA project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 3 0 / 2 0 1 9 1 1 : 2 6 : 0 1 A M A3.1 EXTERIOR ELEVATIONS 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1. SEE A5 SERIES FOR BUILDING SECTIONS. 2. SEE A8 SERIES FOR INTERIOR ELEVATIONS. 3. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 4. ALL VAPOR BARRIERS MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS. 5. COORDINATE THE INSTALLATION OF ALL MATERIALS WITH OTHER TRADES. SEE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR REQUIREMENTS. GENERAL NOTES 1/8" = 1'-0"A3.1 1 NORTH ELEVATION 1/8" = 1'-0"A3.1 2 EAST ELEVATION 1/8" = 1'-0"A3.1 3 SOUTH ELEVATION 1/8" = 1'-0"A3.1 4 WEST ELEVATION KEYED NOTES 011000.20 EXISTING POWER POLE TO REMAIN 047300 MANUFACTURED STONE VENEER TO MATCH (E) 079500 EXPANSION CONTROL 086223 TUBULAR SKYLIGHTS 087100 DOOR HARDWARE - ADA HANDICAP ACTUATOR 092400 STUCCO TO MATCH (E) 092400.10 STUCCO TRIM TO MATCH (E) 093013 CERAMIC TILING TO MATCH (E) 099113 EXTERIOR PAINTING - PAINT (E) CMU 101419 DIMENSIONAL LETTER SIGNAGE 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL no. description date 4 A3.1 1 1 AA B C 2 2 3 3 DD 4 4 5 53 A3.1 1 A3.1 2 A3.1 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 3 A5.1 ________ 4 A5.1 ________ 5 A5.1 ________ 086223086223 086223086223 086223086223 086223 086223 086223 086223 086223 086223 086223086223 086223086223 086223 086223086223 086223 086223086223 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/ 8 " / 1 2 " ± ± ± 011000.30 011000.30 011000.30 011000.30 011000.30 011000.30 011000.30 011000.30 230000 230000 230000 075419 075419 075419 011000.20 230000230000230000 230000230000 230000230000230000 FULLY ADHERED MEMBRANE OVER 1/2" COVER BOARD OVER 2 LAYERS BOARD INSULATION OVER (E) CONCRETE T'S 1 LOW SLOPE MEMBRANE ROOF VAPOR BARRIER 1/8" = 1'-0"A4.1 1 ROOF PLAN project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 3 0 / 2 0 1 9 1 1 : 2 6 : 0 3 A M A4.1 ROOF PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O GENERAL NOTES 1. LOW SLOPE ROOF: MIN. ROOF SLOPE IS 1/4" PER FOOT. MIN. ROOF CRICKET SLOPE 1/2" PER FOOT UNLESS NOTED OTHERWISE. 2. REFER TO MECHANICAL DRAWINGS FOR NUMBER AND LOCATION OF V.T.R.'s, EXHAUST VENTS, ROOF DRAINS, MISC. ROOF PENETRATIONS AND ADDITIONAL INFORMATION. PROVIDE CRICKETS BEHIND CURBS ON SLOPED ROOFS. 3. VERIFY EXACT NUMBER OF V.T.R.'s AND OTHER ROOF MOUNTED EQUIPMENT WITH MECHANICAL DRAWINGS. NOT ALL ARE SHOWN. 4. ROOFING CONTRACTOR TO USE APPROPRIATE MANUFACTURER'S DETAILS @ V.T.R.'s, MECH. CURBS, ETC. TO OBTAIN/MAINTAIN ROOF WARRANTIES. FOLLOW ROOFING MFR. SYSTEM REQUIREMENTS FOR ALL TERMINATIONS AND SEAMS. 5. WHERE VAPOR BARRIER IS PENETRATED AND AT PERIMETERS OF VAPOR BARRIER, ENSURE VAPOR BARRIERS ARE SEALED TIGHT. 6. REFER TO ELECTRICAL DRAWINGS FOR ALL CONDUIT PENETRATIONS REQUIRED AT ROOF. 7. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING MEMBERS AND DETAILS. 8. PROVIDE MIN. 12" WIDE SPLICE PLATE BENEATH ALL JOINTS IN PARAPET COPING 011000.20 EXISTING POWER POLE TO REMAIN 011000.30 EXISTING WOOD FRAMED OPENINGS 075419 POLYVINYL-CHLORIDE (PVC) ROOFING - REMOVE (E) BALLAST & INSULATION DOWN TO (E) CONCRETE T'S & REPLACE. 086223 TUBULAR SKYLIGHTS 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL KEYED NOTES ROOF SYSTEMS NORTH no. description date GROUND FLOOR ELEV.100' -0" A B C D2 A5.1 ________3 A5.1 ________4 A5.1 ________5 A5.1 ________ CONFERENCE 119 PLAY THERAPY 106 OFFICE 110 OFFICE 113 OFFICE 115 VESTIBULE 101 WAITING 102 RECEPTION 105 CORR. 120 E2 W2 W2 W2 W2W2 E5 W6 W2 095113 095113 086223 TYP. 095113 123640123640 092400.10 075419075419 064113 230000 220000 GROUND FLOOR ELEV.100' -0" 1231 A5.1 ________ OFFICE 126 CORR 131 RECEPTION 105 TOILET 104 VEST. 103 CORR. 112 CORR. 125 E4 W2 W2 W2 W5 079500 220000 W1 092600092600 123640123640 075419 092400.10 095113079500079500 064113 GROUND FLOOR ELEV.100' -0" 123 1 A5.1 ________ OFFICE 109 MECH/ELEC 124 RESTROOM 108 MEDICAL STORAGE 133 CORR. 112 CORR. 125 W5 W3 W2 E2 W5 079500 075419 086223 095113 092600 E2 230000 220000 GROUND FLOOR ELEV.100' -0" 1231 A5.1 ________ OFFICE 110 OFFICE 123 CORR 135 OFFICE 111 CORR. 112 CORR. 125 W2 W5W2W2 W2 E2095113 086223 079500 079500079500 075419 GROUND FLOOR ELEV.100' -0" 1231 A5.1 ________ CONFERENCE 119 BREAKROOM 118 W2 E2 095113 075419 230000 095113 086223 064113 project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 3 0 / 2 0 1 9 1 1 : 2 6 : 0 4 A M A5.1 BUILDING SECTIONS 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1. NOT ALL INTERIOR FINISHES AND CABINETS ARE SHOWN ON BUILDING SECTIONS, SEE ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS. 2. SEE A1 SERIES FOR WALL TYPES. 3. SEE A8 SERIES FOR INTERIOR ELEVATIONS. 4. SEE A10 SERIES FOR DOOR SCHEDULE & WINDOW SCHEDULE. 5. ALL VAPOR BARRIER MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS. 6. ALL EXTERIOR FOUNDATION WALLS BELOW GRADE SHALL BE PROVIDED WITH DAMPPROOFING AT EXTERIOR AND 2" RIGID INSULATION AT INTERIOR, SEE WALL TYPES ON A1 SERIES. 7. SEE REFLECTED CEILING PLAN ON A11 SERIES AND ROOM FINISH SCHEDULE SHEET A2.1 FOR CEILING INFORMATION. GENERAL NOTES 064113 WOOD-VENEER-FACED ARCHITECTURAL CABINETS TO MATCH (E) 075419 POLYVINYL-CHLORIDE (PVC) ROOFING - REMOVE (E) BALLAST & INSULATION DOWN TO (E) CONCRETE T'S & REPLACE. 079500 EXPANSION CONTROL 086223 TUBULAR SKYLIGHTS 092400.10 STUCCO TRIM TO MATCH (E) 092600 GYPSUM BOARD ASSEMBLIES 095113 ACOUSTICAL PANEL CEILINGS 123640 GRANITE COUNTERTOPS TO MATCH (E) 220000 PLUMBING FIXTURE OR EQUIPMENT 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL KEYED NOTES 1/8" = 1'-0"A5.1 1 BUILDING SECTION A 1/8" = 1'-0"A5.1 2 BUILDING SECTION B 1/8" = 1'-0"A5.1 3 BUILDING SECTION C 1/8" = 1'-0"A5.1 4 BUILDING SECTION D 1/8" = 1'-0"A5.1 5 BUILDING SECTION E no. description date ± 4 ' - 8 " ± 2 ' - 4 " ± 6'-0" 2'-0"2'-0"2'-0" A TO MATCH (E) 3' - 1 0 " 2' - 1 0 " 8'-0" 105 ALUMINUM SLIDING BORROWED LITE 2" 1' - 8 " 2" 6' - 4 " 8" 9' - 0 " 2"1'-4"2"SEE SCH.2"1'-4"2" 9'-4" A ALUMINUM STOREFRONT A EXTERIOR ALUMINUM STOREFRONT E INTERIOR ALUMINUM STOREFRONT 2" SE E S C H . 7' - 2 " B ALUMINUM CLAD WOOD B EXTERIOR ALUMINUM CLAD WOOD C EXTERIOR ALUMINUM CLAD WOOD D EXTERIOR OVERHEAD SECTIONAL DOOR F INTERIOR COMPOSITE DOOR TO MATCH (E) C WOOD FRAME TO MATCH (E) TO M A T C H ( E ) ± 6 ' - 8 " SEE SCH. 8" 6' - 4 " 2" 2' - 6 " 2" ± 9 ' - 1 0 " 2"2'-8"2"6'-0"2"2'-8"2" ± 12'-0" B DOOR NUMBER DOOR TYPE FRAME TYPE DESCRIPTION WIDTH HEIGHT GLASS TYPE HEAD DETAIL JAMB DETAIL THRESHOLD/SILL DETAIL HARDWARE REMARKS Exterior E1 A A ALUMINUM STOREFRONT 6' - 0" 7' - 0" E2 B B ALUMINUM CLAD WOOD DOOR 3' - 0" 7' - 0" E3 C B ALUMINUM CLAD WOOD DOOR 3' - 0" 7' - 0" E4 D N/A OVERHEAD GARAGE DOOR 10' - 0" 7' - 0" E5 B B ALUMINUM CLAD WOOD DOOR 3' - 0" 7' - 0" E6 D N/A OVERHED GARAGE DOOR 9' - 0" 7' - 0" Interior 101 E A ALUMINUM STOREFRONT 6' - 0" 7' - 0" 102 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8" 104 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8" 106 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 107 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 108 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 109 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 110 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 111 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 113 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 114 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 115 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 116 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 117 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 118 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8" 119 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8" 121 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 122 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 123 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 124 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8" 126 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 127 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 128 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"1 131 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8" 133 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8" 134 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8" 142 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8" GL. 1 CLEAR ANNEALED FLOAT GLASS GL. 2 CLEAR FULLY TEMPERED FLOAT GLASS GL. 3 LOW-E-COATED, TINTED INSULATING GLASS GL. 4 LOW-E-COATED, TINTED INSULATING GLASS GL. 5 LOW-E-COATED, TINTED INSULATING GLASS GLASS TYPES 1. FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO FABRICATION OF DOOR & WINDOW FRAMES. 2. PROVIDE SEALANT ENTIRE PERIMETER OF ALL DOOR & WINDOW FRAMES, BOTH SIDES. 3. PROVIDE ADEQUATE BARRIER AGAINST CORROSION BETWEEN DIFFERENT TYPES OF MATERIALS THAT MAY COME INTO CONTACT. 4. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE FOR WALL & FLOOR FINISHES. GENERAL NOTES DOOR SCHEDULE WINDOW TYPES DOOR TYPES BORROWED LITE TYPES DOOR FRAME TYPES project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 3 0 / 2 0 1 9 1 1 : 2 6 : 0 5 A M A10.1 DOOR & WINDOW SCHEDULES 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1. PROVIDE HOOK ON BACK OF DOOR REMARKS no. description date 4 A3.1 1 1 AA B C 2 2 3 3 DD 4 4 5 53 A3.1 1 A3.1 2 A3.1 (E) OPERATORY (E) OPERATORY (E) OPERATORY (E) OPERATORYOPERATORY 137 OPERATORY 136 (E) IT EXAM 138 (E) EXAM (E) XRAY ELEC 132 RESTROOM 128 (E) PROCEDURE (E) EXAM (E) EXAM (E) EXAM (E) EXAM (E) RECEPTION (E) PHARMACY (E) WAITING/RECEPTION (E) STORAGE (E) HALL (E) CORR. EXAM 139 (E) HALL OPERATORY 140 (E) LAB (E) RESTROOM (E) RESTROOM (E) KID ROOM CONFERENCE 119 BREAKROOM 118 RESTROOM 117 OFFICE 116 OFFICE 114 OFFICE 109 OFFICE 107 OFFICE 127 PLAY THERAPY 106 MECH/ELEC 124RESTROOM 108 OFFICE 110 OFFICE 123 OFFICE 122 OFFICE 113 OFFICE 115 OFFICE 121 OFFICE 126 STORAGE 141 MEDICAL STORAGE 133 DENTAL STORAGE 134 CORR 131 LAB STORAGE 130 LAB 129 CORR 135 12' - 0"C1 9' - 0"C1 9' - 0"C1 9' - 0"C1 9' - 0"C19' - 0"C1 9' - 0"C19' - 0"C1 9' - 0"C1 9' - 0"C1 9' - 0"C1 9' - 0"C19' - 0"C1 9' - 0"C1 10' - 0"C1 12' - 0"C1 9' - 0"C1 VESTIBULE 101 OFFICE 111 WAITING 102 MECH 142 9' - 0"C1 9' - 0"C1 RECEPTION 105 TOILET 104 VEST. 103 9' - 0"C1 10' - 0"C1 CORR. 112 CORR. 120 CORR. 125 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 3 A5.1 ________ 4 A5.1 ________ 5 A5.1 ________ 9' - 0"C1 0795002 A11.1 _____ 2 A11.1 _____2 A11.1 _____ 8' - 0"C2 8' - 0"C3 8' - 0"C2 8' - 0"C2 14' - 8"C5 STRUCT 9' - 0"C5 8' - 0"C3 9' - 0"C5 9' - 0"C5 8' - 0"C3 9' - 0"C5 9' - 0"C3 8' - 0"C3 9' - 0"C5 9' - 0"C3 9' - 0"C3 9' - 0"C5 9' - 0"C5 9' - 0"C5 9' - 0"C5 EXIST. EXIST. 9' - 0"C3 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. 9' - 0"C5EXIST.EXIST.EXIST. 8' - 0"C3 EXIST. EXIST. EXIST. EXIST. 8' - 0"C3 EXIST. 079500 HANGER WIRE MAIN TEE STRUCTURE SPLAY WIRE SECURED TO STRUCTURE SPLAYED WIRE BRACING CONSISTS OF SETS OF FOUR 12 GAGE WIRES, ALL ATTACHED TO THE MAIN BEAM WITHIN 2" OF A CROSS TEE/MAIN BEAM INTERSECTION. THESE WIRES ARE TO BE ARRAYED 90 DEGREES FROM ONE ANOTHER AND MAY BE NO MORE THAN 45 DEGREES FROM HORIZONTAL. A VERTICAL POST OR STRUT, CAPABLE OF RESISTING THE LOAD IMPOSED BY SEISMIC FORCES ACTING ON THE SPLAYED WIRES, IS TO BE ATTACHED TO THE MAIN AT THE CENTER OF THE WIRE ARRAY. THE FIRST BRACING LOCATION IS TO BE LOCATED AT THE CROSS TEE/MAIN BEAM INTERSECTION NOT MORE THAN SIX FEET FROM THE PERIMETER OF THE GRID IN EACH DIRECTION. THE BRACING PATTERN IS TO BE REPEATED EVERY 12 FEET IN EACH DIRECTION. SUSPENDED ACT CEILING HEADER 5/8" G.W.B. OVER METAL STUD 6" RECESSED CAN (EXT. OR INT) PENDANT MOUNTED DOWNLIGHT PENDANT MOUNTED DOWNLIGHT (SMALL) 2' X 2' CEILING PANEL LIGHT STRIP LIGHT PENDANT STRIP DOWNLIGHT 2' X 4' CEILING PANEL LIGHT RECESSED SLOT LIGHT EMERGENCY FIXTURE WALL MOUNT STRIP LIGHT WALL MOUNT FIXTURE MECHANICAL SUPPLY NOTE: SHOULD A CONFLICT OF MECHANICAL AND ELECTRICAL DEVICES OCCUR BETWEEN THE ARCHITECTURAL REFLECTED CEILING PLAN AND THE MECHANICAL/ ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR RESOLUTION TUBULAR SKYLIGHT C1 24" X 24" ACOUSTIC TILE & GRID SYSTEM - SEE SPECS C2 EPOXY PAINTED, TEXTURED, TYPE 'X' GYPSUM WALL BOARD C3 PAINTED, TEXTURED, TYPE 'X' GYPSUM WALL BOARD C4 OPEN TO ABOVE C5 (E) CEILING TO REMAIN, PAINT project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 3 0 / 2 0 1 9 1 1 : 2 6 : 0 6 A M A11.1 REFLECTED CEILING PLAN & DETAILS 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1/8" = 1'-0"A11.1 1 OVERALL REFLECTED CEILING PLAN NORTH 1. CENTER LIGHT FIXTURES, ETC., IN CEILING TILES OR AS SHOWN. 2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE TO BE CENTERED BETWEEN WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFER TO FLOOR PLANS, A1 SERIES, FOR DIMENSIONS AND WALL TYPES. 3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICAL ITEMS TO AVOID CONFLICT WITH OBSTRUCTIONS ABOVE CEILING. 4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF THE FOLLOWING AT CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNELS @ 24" O.C., SECURED TO 1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRUCTURE OR 5/8" TYPE "X" GWB ON LIGHT GAUGE METAL FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C. 5. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION. 6. PROVIDE SEISMIC BRACING FOR ALL SUSPENDED CEILINGS - SEE DETAIL 3/A11.1 GENERAL NOTES KEYED NOTES 079500 EXPANSION CONTROL 1" = 1'-0"A11.1 3 TYP. SEISMIC BRACING 1 1/2" = 1'-0"A11.1 2 HEADER DETAIL CEILING LEGEND CEILING TYPES no. description date GE N E R A L S T R U C T U R A L N O T E S (A P P L Y U N L E S S N O T E D O T H E R W I S E O N P L A N S / D E T A I L S ) ABBREVIATIONS CAST IN PLACE CENTERLINE CENTERLINE OF BEAM CENTERLINE OF COLUMN CENTERLINE OF WALL CLEAR CONCRETE CONCRETE CONTROL JOINT CONCRETE SAWCUT JOINT CONCRETE MASONRY UNIT CONNECTION CONTINUOUS DEAD LOAD DOWN DRAWING(S)EQUAL EQUIPMENT EXPANSION JOINT EACH WAY FINISHED FLOOR FACE OF STEEL FACE OF WALL GAUGE GALVANIZED GENERAL STRUCTURAL NOTESCENTERLINE OF FOOTING FACE OF MEMBEREXPANSION BOLTEDGE OF SLABDIAMETER GALV GSNDN.DWG(S)EQ EQUIP EXP. JT (E.J.)E.W.F.F.F.O.S.F.O.W.GAF.O.M.EXP. BOLTE.O.S.Ø OR DIA.C.I.P.C L C.L.B.C.L.C.C.L.W.CLR CONC C.C.J.C.S.J.C.M.U.CONN.CONT D LC.L.F.W/ W I T H W/O W I T H O U T T.O.P.U.N.O.W.W.F.TYP VERTT.O.S.T.O.W.T.O.D.T.O.F.T.O.L.T.O.M.STD T.O.B.T LSLHSLVSIMSQPSFPSIREINFPREFABOPPP.C.PLFN.T.S.O.C.O.F.W.TOP OF FOOTING UNLESS NOTED OTHERWISE WELDED WIRE FABRICTOP OF MASONRY TOP OF PLATE TOP OF STEEL TOP OF WALL TYPICAL VERTICALSTANDARDTOP OF BEAM TOP OF DECK TOP OF LEDGERTOTAL LOADOUTSIDE FACE OF WALL PRECAST CONCRETE POUNDS PER LINEAR FOOT POUNDS PER SQUARE INCH SHORT LEG VERTICALSHORT LEG HORIZONTALREINFORCING SIMILAR SQUARENOT TO SCALE ON CENTER OPPOSITE PREFABRICATEDAGGREGATE BASE COURSE AIR CONDITIONER ABOVE FINISHED FLOOR ALTERNATE ANCHOR BOLT AT (MEASUREMENT)BEAM BOTTOM OF BEAM BOTTOM OF DECK BEARINGBELOW FINISHED FLOOR BOTTOM OF FOOTINGA.B.C.A/C A.F.F.ALT A.B.@ BM B.O.B.B.O.D.BRGB.F.F B.O.F.LBS (#)MFR('S)M.C.J.MECH N/ALLVLLHHORIZK(KIP)L L LONG LEG VERTICAL MANUFACTURER('S)MASONRY CONTROL JOINT NOT APPLICABLELONG LEG HORIZONTALPOUNDS MECHANICALHORIZONTAL1000 POUNDS LIVE LOAD EXISTING (E)MIN M I N I M U M MAX M A X I M U M POUNDS PER SQUARE FOOT GLUED-LAMINATED BEAM GLBPFT P R E F A B F L O O R T R U S S E S PRT P R E F A B R O O F T R U S S E S I.F.W.INSIDE FACE OF WALLPT P R E S S U R E T R E A T E D CONCRETE COLUMN C.C. LO C A T I O N LI V E / S N O W LO A D DE A D L O A D EL E M E N T S L I V E L O A D T O T A L L O A D LO C A T I O N : M I N I M U M C O V E R T O L E R A N C E US E : CO N C R E T E ST R E N G T H : MA X W / C RA T I O AI R EN T R A I N M E N T US E : MATERIAL: GE N E R A L R E Q U I R E M E N T S : BA S I S F O R D E S I G N : FO U N D A T I O N N O T E S : CO N C R E T E : RE I N F O R C I N G S T E E L : WO O D : ST E E L : 1. TH E S T R U C T U R A L S Y S T E M S A N D M E M B E R S D E P I C T E D H E R E I N HA V E B E E N DE S I G N E D P R I M A R I L Y T O S A F E G U A R D A G A I N S T M A J O R S T R U C TU R A L D A M A G E A N D LO S S O F L I F E , N O T T O L I M I T D A M A G E O R M A I N T A I N F U N C T IO N ( I B C S E C T I O N 1 0 1 . 3 ) . 2. TH E S E D R A W I N G S , A N D T H E I R A S S O C I A T E D S T R U C T U R A L C A L CU L A T I O N S , H A V E BE E N P E R F O R M E D U S I N G S T A N D A R D S O F P R O F E S S I O N A L C A R E A N D CO M P L E T E N E S S N O R M A L L Y E X E R C I S E D U N D E R S I M I L A R C I R C U MS T A N C E S B Y RE P U T A B L E S T R U C T U R A L E N G I N E E R ' S I N T H I S O R S I M I L A R LO C A L I T I E S . T H E Y NE C E S S A R I L Y A S S U M E T H A T T H E W O R K D E P I C T E D W I L L B E P ER F O R M E D B Y A N EX P E R I E N C E D C O N T R A C T O R A N D / O R W O R K M E N W H O H A V E A W O RK I N G KN O W L E D G E O F T H E I N T E R N A T I O N A L B U I L D I N G C O D E C O N V E N TI O N A L F R A M I N G RE Q U I R E M E N T S A N D O F I N D U S T R Y A C C E P T E D S T A N D A R D G O O D P R A C T I C E . A S N O T EV E R Y C O N D I T I O N O R F R A M I N G E L E M E N T I S ( O R C A N B E ) E XP L I C I T L Y S H O W N O N TH E S E D R A W I N G S , I T I S U N D E R S T O O D T H A T T H E C O N T R A C T O R W I L L U S E I N D U S T R Y AC C E P T E D S T A N D A R D G O O D P R A C T I C E F O R A L L M I S C E L L A N E O US W O R K N O T EX P L I C I T L Y S H O W N . 3. T H E S E D R A W I N G S R E P R E S E N T T H E F I N I S H E D S T R U C T U R E . TH E Y D O N O T I N D I C A T E TH E M E T H O D O F C O N S T R U C T I O N . T H E C O N T R A C T O R S H A L L B E S O L E L Y RE S P O N S I B L E F O R C O N S T R U C T I O N M E A N S , M E T H O D S , T E C H N I QU E S , S E Q U E N C E S AN D P R O C E D U R E S . C O N S T R U C T I O N M A T E R I A L S S H A L L B E S P R EA D O U T I F P L A C E D ON F R A M E D C O N S T R U C T I O N S U C H T H A T D E S I G N L I V E L O A D P ER S Q U A R E F O O T A S ST A T E D H E R E I N I S N O T E X C E E D E D . O P T I O N S A R E F O R C O N T RA C T O R ' S CO N V E N I E N C E . I F A N O P T I O N I S U S E D , T H E C O N T R A C T O R S HA L L B E R E S P O N S I B L E FO R A L L N E C E S S A R Y C H A N G E S , A N D S H A L L C O O R D I N A T E A L L D E T A I L S . 4. WH E R E D I S C R E P A N C I E S O C C U R B E T W E E N P L A N S , D E T A I L S , G EN E R A L S T R U C T U R A L NO T E S A N D S P E C I F I C A T I O N S , T H E G R E A T E R R E Q U I R E M E N T S SH A L L G O V E R N . TY P I C A L D E T A I L S A N D N O T E S A R E N O T N E C E S S A R I L Y I N D I C AT E D O N T H E P L A N S , BU T S H A L L A P P L Y N O N E - T H E - L E S S . W H E R E N O D E T A I L S A R E S H O W N , CO N S T R U C T I O N S H A L L C O N F O R M T O S I M I L A R W O R K O N T H E P RO J E C T . D E T A I L S MA Y S H O W O N L Y O N E S I D E O F C O N N E C T I O N O R M A Y O M I T I N FO R M A T I O N F O R CL A R I T Y . 5. ES T A B L I S H A N D V E R I F Y A L L O P E N I N G S A N D I N S E R T S F O R A RC H I T E C T U R A L , ME C H A N I C A L , P L U M B I N G A N D E L E C T R I C A L W I T H A P P R O P R I A T E T R A D E S , D R A W I N G S AN D S U B C O N T R A C T O R S P R I O R T O C O N S T R U C T I O N . C O N T R A C T O R S H A L L B E RE S P O N S I B L E F O R V E R I F I C A T I O N O F A L L D I M E N S I O N S W I T H A R C H I T E C T U R A L DR A W I N G S P R I O R T O S T A R T O F C O N S T R U C T I O N . R E S O L V E A N Y D I S C R E P A N C Y W I T H TH E A R C H I T E C T A N D S T R U C T U R A L E N G I N E E R . 6. AN Y I N S P E C T I O N S , S P E C I A L ( I B C C H A P T E R 1 7 ) O R O T H E R W IS E T H A T A R E R E Q U I R E D BY T H E B U I L D I N G C O D E S , L O C A L B U I L D I N G D E P A R T M E N T S , OR B Y T H E S E P L A N S SH A L L B E D O N E B Y A N I N D E P E N D E N T I N S P E C T I O N C O M P A N Y OR T H E B U I L D I N G DE P A R T M E N T , S I T E V I S I T S B Y T H E S T R U C T U R A L E N G I N E E R DO N O T C O N S T I T U T E A N OF F I C I A L I N S P E C T I O N , U N L E S S S P E C I F I C A L L Y C O N T R A C T E D F O R . 7. SH O P D R A W I N G S S H A L L B E S U B M I T T E D F O R A L L S T R U C T U R A L I T E M S I N A D D I T I O N TO I T E M S R E Q U I R E D B Y A R C H I T E C T U R A L S P E C I F I C A T I O N S , TH E C O N T R A C T O R SH A L L R E V I E W A L L S H O P D R A W I N G S P R I O R T O S U B M I T T A L . IT E M S N O T I N AC C O R D A N C E W I T H C O N T R A C T D R A W I N G S S H A L L B E F L A G G E D UP O N H I S R E V I E W . VE R I F Y A L L D I M E N S I O N S W I T H A R C H I T E C T . A N Y C H A N G E S , SU B S T I T U T I O N S , O R DE V I A T I O N S F R O M O R I G I N A L C O N T R A C T D R A W I N G S S H A L L B E C L O U D E D . A N Y O F TH E A F O R E M E N T I O N E D W H I C H A R E N O T C L O U D E D O R F L A G G E D B Y S U B M I T T I N G PA R T I E S , S H A L L N O T B E C O N S I D E R E D A P P R O V E D A F T E R T H E S T R U C T U R A L EN G I N E E R ' S R E V I E W , U N L E S S N O T E D A C C O R D I N G L Y . A N Y E N GI N E E R I N G P R O V I D E D BY O T H E R S A N D S U B M I T T E D F O R R E V I E W , S H A L L B E A R T H E SE A L O F A S T R U C T U R A L EN G I N E E R R E G I S T E R E D I N T H E A P P R O P R I A T E S T A T E . T H E S HO P D R A W I N G S D O N O T RE P L A C E T H E O R I G I N A L C O N T R A C T D R A W I N G S . I T E M S O M I T T ED O R S H O W N IN C O R R E C T L Y A N D A R E N O T F L A G G E D B Y T H E S T R U C T U R A L E NG I N E E R A R E N O T T O BE C O N S I D E R E D C H A N G E S T O O R I G I N A L D R A W I N G S . T H E A D E QU A C Y O F EN G I N E E R I N G D E S I G N S A N D L A Y O U T P E R F O R M E D B Y T H E O T H ER S R E S T S W I T H T H E DE S I G N I N G O R S U B M I T T I N G A U T H O R I T Y . R E V I E W I N G I S I N T EN D E D O N L Y A S A N A I D TO T H E C O N T R A C T O R I N O B T A I N I N G C O R R E C T S H O P D R A W I N GS . R E S P O N S I B I L I T Y FO R C O R R E C T N E S S S H A L L R E S T W I T H T H E C O N T R A C T O R . A L L OW ( 5 ) W O R K I N G DA Y S F O R T H E S T R U C T U R A L E N G I N E E R ' S R E V I E W . O N E C O P Y O F E A C H S U B M I T T A L WI L L B E R E T A I N E D F O R T H E S T R U C T U R A L E N G I N E E R ' S R E C O RD S . 1. BU I L D I N G C O D E : 2 0 1 5 E D I T I O N O F T H E I B C W I T H C I T Y / C O UN T Y A M E N D M E N T S . RI S K CA T E G O R Y = I I 4. S E I S M I C D E S I G N P A R A M E T E R S : AN A L Y S I S P R O C E D U R E EQ U I V A L E N T L A T E R A L F O R C E PR O C E D U R E IM P O R T A N C E F A C T O R I e = 1 . 0 0 SI T E C L A S S D SE I S M I C D E S I G N C A T E G O R Y D MA P P E D S P E C T R A L R E S P O N S E AC C E L E R A T I O N S S 1 = 0 . 1 5 2 , S S = 0 . 4 7 0 DE S I G N S P E C T R A L R E S P O N S E AC C E L E R A T I O N S S D1 = 0 . 2 2 2 , S DS = 0 . 4 4 6 PE R C E N T S N O W I N C L U D E D W I T H SE I S M I C L O A D S 20 VE R T I C A L S H E A R T R A N S F E R E L E M E N T S : PL Y W O O D S H E A R W A L L ( S ) R = 6 . 5 , C S = 0 . 0 6 9 5. W I N D D E S I G N P A R A M E T E R S ( S T R E N G T H ) : UL T I M A T E W I N D S P E E D 11 5 M P H ( 3 S E C O N D G U S T ) WI N D E X P O S U R E C IM P O R T A N C E F A C T O R Iw = 1 . 0 0 IN T E R N A L P R E S S U R E C O E F F I C I E N T - 0 . 1 8 CO M P O N E N T A N D C L A D D I N G P R E S S U R E 3 0 . 9 P S F NE T U P L I F T O N R O O F 14 . 2 P S F 2. V E R T I C A L L O A D S : RO O F 3 5 P S F 1 5 P S F 3. D E F L E C T I O N L I M I T S : RO O F T R U S S E S / J O I S T S L / 3 6 0 L / 2 4 0 BE A M S L / 3 6 0 L / 2 4 0 1. IN L I E U O F A G E O T E C H N I C A L R E P O R T : T H E F O U N D A T I O N H A S B E E N D E S I G N E D AC C O R D I N G T O T H E R E C O M M E N D A T I O N S O F C H A P T E R 1 8 O F T HE I B C . 2. T H E S O I L D E S I G N V A L U E S L I S T E D B E L O W H A V E B E E N A P P RO V E D B Y T H E CI T Y / C O U N T Y B U I L D I N G D E P A R T M E N T , C O N T I N G E N T T H A T T H E S O I L O N T H E S I T E PR E D O M I N A T E L Y C O N S I S T S O F S A N D A N D / O R G R A V E L . SP E C I F I C S O I L C L A S S I F I C A T I O N S S H O U L D B E O N E O F T H E FO L L O W I N G : S A N D Y GR A V E L O R G R A V E L ( G W O R G P ) , S A N D ( S W A N D S P ) , S I L T Y SA N D ( S M ) , C L A Y E Y SA N D ( S C ) , S I L T Y G R A V E L ( G M ) , O R C L A Y E Y G R A V E L ( G C ) . T HE S E S O I L CL A S S I F I C A T I O N S C A N B E F O U N D I N T A B L E 1 8 0 6 . 2 O F C H A PT E R 1 8 O F T H E I B C . VE R I F I C A T I O N O F S O I L C L A S S I F I C A T I O N I S T H E R E S P O N S I BI L I T Y O F T H E CO N T R A C T O R . 3. A O N E - T H I R D I N C R E A S E I N B E A R I N G P R E S S U R E S I S A L L O W E D W I T H S E I S M I C O R WI N D L O A D C O M B I N A T I O N S . L A T E R A L B E A R I N G A N D L A T E R A L S L I D I N G R E S I S T A N C E MA Y B E C O M B I N E D . 4. AL L F O U N D A T I O N S S H A L L B E A R O N C O M P A C T E D E N G I N E E R E D FI L L O R C O M P E T E N T NA T I V E S O I L S U B B A S E C O M P A C T E D T O 9 5 % D R Y D E N S I T Y ( S TA N D A R D P R O C T O R ) . GR A D E I S D E F I N E D A S L O W E S T A D J A C E N T G R A D E W I T H I N 5 FE E T O F T H E B U I L D I N G FO R P E R I M E T E R F O O T I N G S . W H E R E E X T E R I O R P A V I N G O R C O NC R E T E I S D I R E C T L Y AD J A C E N T T O B U I L D I N G , G R A D E I S D E F I N E D A S T O P O F E X TE R I O R P A V I N G A T L E A S T 5 F E E T F R O M B U I L D I N G . C O N C R E T E F O O T I N G E X C A V A T I O N S SH A L L B E C L E A N A N D FR E E O F L O O S E D E B R I S O R U N - C O M P A C T E D M A T E R I A L A T T I ME O F C O N C R E T E PL A C E M E N T . 5. CO N C R E T E S L A B S O N G R A D E S H A L L B E S U P P O R T E D O N A 4 I NC H ( M I N ) L A Y E R O F FR E E - D R A I N I N G G R A N U L A R M A T ( D R A I N A G E F I L L C O U R S E ) . TH E M A T S H O U L D CO N S I S T O F A W E L L G R A D E D S A N D A N D G R A V E L M I X T U R E W I TH M A X I M U M 3 / 4 - I N C H CR U S H E D A G G R E G A T E . T H E G R A N U L A R M A T S H O U L D B E C O M P A CT E D T O N O L E S S TH A N 9 5 % O F T H E M A X I M U M D R Y D E N S I T Y A S D E T E R M I N E D B Y A S T M D 1 5 5 7 . 6. BA C K F I L L A G A I N S T R E S T R A I N E D W A L L S S H A L L N O T B E P L A C ED U N T I L A F T E R T H E WA L L S A R E S U P P O R T E D B Y T H E C O M P L E T I O N O F I N T E R I O R F LO O R S Y S T E M S A N D CO N C R E T E O R G R O U T S T R E N G T H H A S R E A C H E D T H E 2 8 D A Y S TR E N G T H L I S T E D BE L O W . TH E S O I L D E S I G N V A L U E S F O R T H E F O U N D A T I O N A R E : AL L O W A B L E B E A R I N G P R E S S U R E 15 0 0 P S F AL L O W A B L E L A T E R A L B E A R I N G P R E S S U R E 1 5 0 P S F / F T AL L O W A B L E L A T E R A L S L I D I N G C O E F F I C I E N T 0 . 2 5 FO U N D A T I O N B E A R I N G D E P T H 36 " B E L O W F I N I S H E D G R A D E 2. AL L N O R M A L W E I G H T C O N C R E T E S H A L L B E R E G U L A R W E I G H T OF 1 5 0 P O U N D S P E R CU B I C F O O T U S I N G H A R D - R O C K A G G R E G A T E S . A G G R E G A T E U S ED I N C O N C R E T E SH A L L C O N F O R M T O A S T M C 3 3 . 3. L A P S P L I C E S F O R B E A M S A N D F L O O R S L A B S S L A B S S H A L L B E A C C O R D I N G T O CH A P T E R 1 2 O F A C I 3 1 8 O R L A P S C H E D U L E O N T H E S E D R A W IN G S . ST A G G E R S P L I C E S A M I N I M U M O F O N E L A P L E N G T H . N O T A C K W E L D I N G O F RE I N F O R C I N G B A R S A L L O W E D W I T H O U T P R I O R R E V I E W O F P R OC E D U R E W I T H T H E ST R U C T U R A L E N G I N E E R . L A T E S T A C I C O D E A N D D E T A I L I N G MA N U A L A P P L Y . PR O V I D E B E N T C O R N E R B A R S T O M A T C H A N D L A P W I T H H O R I ZO N T A L B A R S A T A L L CO R N E R S A N D I N T E R S E C T I O N S P E R T Y P I C A L D E T A I L S . V E R T IC A L W A L L B A R S S H A L L BE S P L I C E D A T O R N E A R F L O O R L I N E S . 4. A L L D I M E N S I O N S S H O W I N G T H E L O C A T I O N O F R E I N F O R C I N G S T E E L N O T N O T E D A S "C L E A R " O R " C L R " A R E T O C E N T E R O F S T E E L . M I N I M U M C O VE R F O R NO N - P R E S T R E S S E D C O N C R E T E R E I N F O R C I N G S H A L L B E A S F O LL O W S : 5. MA X I M U M S L U M P F O R A L L C O N C R E T E S H A L L B E 6 " . P O R T L A N D C E M E N T S H A L L CO N F O R M T O A S T M C 1 5 0 . T Y P E V C E M E N T S H A L L B E U S E D F OR C O N C R E T E I N CO N T A C T W I T H A L K A L I N E S O I L , A N D T Y P E I I E L S E W H E R E . 6. NO M O R E T H A N 9 0 M I N U T E S S H A L L E L A P S E B E T W E E N C O N C R E TE B A T C H I N G A N D CO N C R E T E P L A C E M E N T U N L E S S A P P R O V E D B Y T H E T E S T I N G A GE N C Y . 7. CO N C R E T E P L A C E M E N T A N D Q U A L I T Y S H A L L B E P E R R E C O M M E ND A T I O N S I N A C I 61 4 , A C I 3 0 1 A N D A C I 3 1 8 . M E C H A N I C A L L Y V I B R A T E A L L CO N C R E T E W H E N P L A C E D , EX C E P T T H A T S L A B S O N G R A D E N E E D B E V I B R A T E D O N L Y A R OU N D A N D U N D E R FL O O R D U C T S , E T C . C A S T C L O S U R E P O U R , W H E R E S H O W N O N P L A N S A R O U N D CO L U M N S A F T E R C O L U M N D E A D L O A D I S A P P L I E D . R E M O V E A LL D E B R I S F R O M FO R M S B E F O R E P L A C I N G C O N C R E T E . AL L I T E M S T O B E C A S T I N C O N C R E T E S U C H A S R E I N F O R C I N G, D O W E L S , B O L T S , AN C H O R S , P I P E S , S L E E V E S , E T C . , S H A L L B E S E C U R E L Y P O SI T I O N E D I N T H E F O R M S BE F O R E P L A C I N G T H E C O N C R E T E . 8. A L L C O N C R E T E S L A B S O N G R A D E S H A L L B E D I V I D E D I N T O A R E A S B Y C O N T R O L JO I N T S ( K E Y E D O R S A W C U T ) S U C H T H A T O N E S L A B A R E A D OE S N O T E X C E E D A MA X I M U M L E N G T H O F 2 4 T I M E S T H E S L A B T H I C K N E S S I N B O TH D I R E C T I O N S (E X A M P L E : 4 " S L A B = 8 ' - 0 " L E N G T H ) . S Q U A R E L A Y O U T S A RE P R E F E R R E D , B U T T H E SL A B G E O M E T R Y M A Y D I C T A T E O T H E R W I S E . T H E R A T I O O F T HE L O N G T O S H O R T DI S T A N C E S H A L L N O T E X C E E D 1 . 3 . I T I S R E C O M M E N D E D T H AT S A W C U T S B E M A D E WI T H I N 1 6 H O U R S O F C O N C R E T E B A T C H I N G . KE Y E D C O N T R O L J O I N T S N E E D O N L Y O C C U R A T E X P O S E D E D G ES D U R I N G P O U R I N G , AL L O T H E R J O I N T S M A Y B E S A W C U T . 9. HO R I Z O N T A L P I P E S A N D E L E C T R I C A L C O N D U I T S S H A L L N O T BE E M B E D D E D I N ST R U C T U R A L C O N C R E T E A N D S L A B S O N G R A D E E X C E P T W H E R E S P E C I F I C A L L Y AP P R O V E D O R N O T E D B Y T H E S T R U C T U R A L E N G I N E E R . P I P E S A N D C O N D U I T S SH A L L N O T I M P A I R T H E S T R E N G T H O F T H E W O R K . 10 . FL Y A S H M A Y B E U S E D O N L Y I F P E R M I T T E D B Y A R C H I T E C T U RA L S P E C I F I C A T I O N S AN D S H A L L B E L I M I T E D T O 1 8 P E R C E N T O F C E M E N T I T I O U S MA T E R I A L S A N D S H A L L HA V E A R E P L A C E M E N T F A C T O R O F 1 . 2 R E L A T I V E T O C E M E N T R E P L A C E D . N O F L Y AS H A D D I T I V E S S H A L L B E U S E D I N F L A T W O R K O R A R C H I T E C TU R A L L Y E X P O S E D CO N C R E T E . 11 . CO L D / H O T W E A T H E R C O N C R E T E C O N S T R U C T I O N : P R O T E C T C O N CR E T E F R O M DA M A G E O R R E D U C E D S T R E N G T H I N C O M P L I A N C E W I T H A C I 3 05 A N D 3 0 6 . 12 . C O N C R E T E M I X E S S H A L L B E D E S I G N E D B Y A C E R T I F I E D LA B O R A T O R Y A N D AP P R O V E D B Y T H E S T R U C T U R A L E N G I N E E R . 13 . L I M I T A L K A L I - S I L I C A R E A C T I O N ( A S R ) T O 0 . 1 % E X P A N SI O N A T 2 8 D A Y S I N C O N C R E T E MI X A T A L L E X T E R I O R C O N C R E T E A N D I N T E R I O R C O N C R E T E EX P O S E D T O MO I S T U R E . CA S T A G A I N S T E A R T H ( F O O T I N G S ) 3 " ± 3 /8 " SL A B S O N G R A D E 1 1 /2 " ± 1 /4 " EX P O S E D T O E A R T H O R W E A T H E R - # 5 A N D S M A L L E R 1 1 /2 " ± 3 /8 " EX P O S E D T O E A R T H O R W E A T H E R - # 6 A N D L A R G E R 2 " ± 3 /8 " NO T E X P O S E D T O W E A T H E R O R I N C O N T A C T W I T H T H E GR O U N D R O O F S L A B 1" 1 /8 " ST R U C T U R A L S L A B S A N D W A L L S 3 /4 " 1 /8 " BE A M S A N D C O L U M N S ( P R I M A R Y ) R E I N F O R C E M E N T , TI E S , S T I R R U P S A N D S P I R A L S 1 1 /2 " 3 /8 " 1. M I N I M U M 2 8 D A Y C O N C R E T E S T R E N G T H S H A L L B E A S F O L LO W S : FO O T I N G S 3 5 0 0 P S I 0 . 5 0 5 . 5 % ± 1 % FO U N D A T I O N W A L L S 4 5 0 0 P S I 0 . 4 5 5 . 5 % ± 1 % IN T E R I O R C O N C R E T E SL A B S O N G R A D E 35 0 0 P S I 0 . 4 5 N / A 1. AS T M A 6 1 5 G R A D E 6 0 ( F Y = 6 0 K S I ) D E F O R M E D B A R S F O R AL L B A R S # 4 A N D L A R G E R . AS T M A 6 1 5 G R A D E 4 0 ( F Y = 4 0 K S I ) D E F O R M E D B A R S F O R AL L B A R S # 3 A N D SM A L L E R . G R A D E 6 0 D E F O R M E D B A R S S H A L L B E U S E D F O R C O N C R E T E W A L L S , BE A M S , E L E V A T E D S L A B S A N D C O L U M N R E I N F O R C I N G . 2. WE L D I N G O F R E I N F O R C I N G B A R S S H A L L B E M A D E O N L Y T O A ST M A 7 0 6 G R A D E 6 0 BA R S A N D O N L Y U S I N G E 9 0 S E R I E S R O D S . W E L D I N G O F R E I NF O R C I N G B A R S S H A L L BE M A D E O N L Y A T L O C A T I O N S S H O W N O N P L A N S O R D E T A I L S . 3. RE I N F O R C I N G B A R S P A C I N G G I V E N A R E M A X I M U M O N C E N T E R S. A L L B A R S P E R C R S I SP E C I F I C A T I O N S A N D H A N D B O O K . D O W E L A L L V E R T I C A L R E I NF O R C I N G T O FO U N D A T I O N . S E C U R E L Y T I E A L L B A R S I N L O C A T I O N B E F O R E P L A C I N G C O N C R E T E . 1. GE N E R A L : D O N O T N O T C H O R D R I L L J O I S T S , B E A M S , O R L O AD BEARING STUDS WI T H O U T P R I O R A P P R O V A L O F T H E S T R U C T U R A L E N G I N E E R T HROUGH THE AR C H I T E C T . D O U B L E U P J O I S T S A N D B L O C K I N G U N D E R P A R T ITIONS. PROVIDE 2" (N O M I N A L ) S O L I D B L O C K I N G A T S U P P O R T S O F A L L J O I S T S . UNLESS NOTED OT H E R W I S E O N P L A N S / D E T A I L S P R O V I D E 2 x S O L I D B L O C K I N G AT MID-HEIGHT OF BE A R I N G S T U D W A L L S . A L L N A I L I N G N O T N O T E D S H A L L B E ACCORDING TO IBC TA B L E 2 3 0 4 . 1 0 . 1 . J O I S T H A N G E R S A N D O T H E R M I S C . F R A M ING ANCHORS SHALL BE SI M P S O N S T R O N G - T I E C O M P A N Y , I N C . O R O T H E R M A N U F A C T U RER WITH CURRENT IC C - E S A P P R O V A L . 2. SA W N L U M B E R : F R A M I N G L U M B E R S H A L L C O M P L Y W I T H T H E L ATEST EDITION OF TH E G R A D I N G R U L E S O F T H E W E S T E R N W O O D P R O D U C T S A S S O CIATION (WWPA) OR TH E W E S T C O A S T L U M B E R I N S P E C T I O N B U R E A U ( W C L I B ) . A L L SAWN LUMBER SHALL BE S T A M P E D W I T H T H E G R A D E M A R K O F A N A P P R O V E D L U M B E R GRADING AGENCY. SA W N L U M B E R S H A L L H A V E T H E F O L L O W I N G M I N I M U M G R A D E UNLESS NOTED OT H E R W I S E I N S C H E D U L E S : 2x 4 S T U D S DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) 2x 6 S T U D S DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) JO I S T S , T O P P L A T E S A N D A L L O T H E R SA W N L U M B E R DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) BE A M S A N D P O S T S D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) LO C A T I O N : NO M I N A L TH I C K N E S S : SP A N IN D E X RA T I N G : EDGE ATTACHMENT:FIELD ATTACHMENT: WA L L 7 /16 " O R 1 /2 " 24 /16 8d AT 6" O.C. 8 d A T 1 2 " O . C . RO O F 7 /16 " O R 1 /2 " 24 /16 8d AT 6" O.C. 8 d A T 1 2 " O . C . RO O F 15 /32 " O R 1 /2 " 32 /16 8d AT 6" O.C. 8 d A T 1 2 " O . C . RO O F 19 /32 " O R 5 /8 " 40 /20 10d AT 6" O.C. 1 0 d A T 1 2 " O . C . RO O F 23 /32 " O R 3 /4 " 48 /24 10d AT 6" O.C. 1 0 d A T 1 2 " O . C . RO O F 7 /8 " 60 /32 10d AT 6" O.C. 1 0 d A T 1 2 " O . C . FL O O R 3 /4 " T & G 48 /24 10d AT 6" O.C. OR #8 SCREWS AT 6" O.C.10d AT 6" O.C. OR #8 SCREWS AT 12"O.C. FL O O R 7 /8 " T & G 60 /32 10d AT 6" O.C. OR #8 SCREWS AT 6" O.C.10d AT 6" O.C. OR #8 SCREWS AT 12"O.C. FL O O R 1 1 /8 " T & G 60 /48 10d AT 6" O.C. OR #8 SCREWS AT 6" O.C.10d AT 6" O.C. OR #8 SCREWS AT 12"O.C. 3. PL Y W O O D : A L L P L Y W O O D S H A L L B E C - D O R C - C S H E A T H I N G CONFORMING TO ST A N D A R D P S 1 - 9 5 . L A Y U P P L Y W O O D W I T H F A C E G R A I N I N PERPENDICULAR TO SU P P O R T S ( O N R O O F S W H E R E P L Y W O O D I S L A I D U P W I T H F A CE GRAIN PARALLEL TO S U P P O R T S , U S E A M I N I M U M O F 5 - P L Y P L Y W O O D , S T A G G E R JOINTS). ALL NAILING, CO M M O N N A I L S . B L O C K I N G A T P A N E L E D G E S W H E R E I N D I C A T ED ON PLANS. ALL PL Y W O O D S H A L L B E O F T H E F O L L O W I N G N O M I N A L T H I C K N E S S , SPAN/INDEX RATING AN D S H A L L B E N A I L E D A S F O L L O W S U N L E S S N O T E D O T H E R W I SE ON THE PLANS: 1. M A T E R I A L S : R O L L E D W S H A P E S , S H A L L C O N F O R M T O A S T M A 9 9 2 ( F Y = 5 0 K S I ) . A L L OT H E R S T R U C T U R A L S T E E L S H A P E S , R O L L E D S E C T I O N S , B A R S A N D P L A T E S S H A L L CO N F O R M T O A S T M A 3 6 ( F Y = 3 6 K S I ) . A L L P I P E S T E E L S HA L L B E A S T M A 5 0 1 ( F Y = 3 6 KS I ) O R A S T M A 5 3 , T Y P E E O R S , G R A D E B ( F Y = 3 5 K S I ). A L L T U B U L A R S T E E L S H A L L BE A S T M A 5 0 0 ( F Y = 4 6 K S I ) . 2. A L L B O L T S A N D S T U D S S H A L L B E A S T M A 3 0 7 , U N L E S S N O TE D O T H E R W I S E . A L L EX P A N S I O N B O L T S T O H A V E C U R R E N T I C C R E P O R T R A T I N G F OR M A T E R I A L I N T O WH I C H I N S T A L L A T I O N T A K E S P L A C E . H E A D E D S T U D S S H A L L CO N F O R M T O A L L RE Q U I R E M E N T S O F T H E L A T E S T E D I T I O N O F T H E " R E C O M M E N DE D P R A C T I C E S F O R ST U D W E L D I N G " A N D T H E " S T R U C T U R A L W E L D I N G C O D E " P U B LI S H E D B Y A W S . A L L BO L T S , A N C H O R B O L T S , E X P A N S I O N B O L T S , E T C . S H A L L B E I N S T A L L E D W I T H S T E E L WA S H E R S A T F A C E O F W O O D O R A T S L O T T E D H O L E S I N S T E E L S E C T I O N S . 3. AL L S T R U C T U R A L A N D M I S C E L L A N E O U S S T E E L S H A L L B E F A B RI C A T E D A N D ER E C T E D I N A C C O R D A N C E W I T H A I S C S P E C I F I C A T I O N S F O R TH E D E S I G N , FA B R I C A T I O N A N D E R E C T I O N O F S T R U C T U R A L S T E E L F O R B U IL D I N G S , L A T E S T ED I T I O N . 4. WE L D I N G S H A L L B E B Y W E L D E R S H O L D I N G V A L I D C E R T I F I C A TE S A N D H A V I N G CU R R E N T E X P E R I E N C E I N T H E T Y P E O F W E L D S H O W N O N T H E D R A W I N G S O R NO T E S . A L L W E L D I N G S H A L L U S E E 7 0 S E R I E S L O W H Y D R O G E N R O D S U N L E S S NO T E D O T H E R W I S E . A L L W E L D I N G P E R L A T E S T A M E R I C A N W E LD I N G S O C I E T Y ST A N D A R D S . A L L W E L D S O N D R A W I N G S A R E S H O W N A S S H O P WE L D S . CO N T R A C T O R M A Y S H O P W E L D O R F I E L D W E L D A T H I S D I S C R ET I O N . A L L F U L L PE N E T R A T I O N W E L D S S H A L L B E T E S T E D A N D C E R T I F I E D B Y AN I N D E P E N D E N T TE S T I N G L A B O R A T O R Y . 5. ST E E L T O S T E E L B O L T E D C O N N E C T I O N S : H I G H S T R E N G T H B O LT S S H A L L B E A S T M A3 2 5 N A N D S H A L L B E I N S T A L L E D A S B E A R I N G - T Y P E C O N N E C TI O N S W I T H T H R E A D S IN C L U D E D I N S H E A R P L A N E ( T Y P E " N " C O N N E C T I O N U N L E S S N O T E D O T H E R W I S E ) . BO L T S M A Y B E T I G H T E N E D U S I N G A N Y A I S C A P P R O V E D M E T H OD . 6. DR Y P A C K S H A L L B E 5 , 0 0 0 P S I F I V E S T A R N O N - S H R I N K G R O UT O R E Q U I V A L E N T . IN S T A L L D R Y P A C K U N D E R B E A R I N G P L A T E S B E F O R E F R A M I N G M E M B E R I S IN S T A L L E D . A T C O L U M N S , I N S T A L L D R Y P A C K U N D E R B A S E P LA T E S A F T E R C O L U M N HA S B E E N P L U M B E D B U T P R I O R T O F L O O R O R R O O F I N S T A L L AT I O N . SC R E W S A T F L O O R S H E A T H I N G S H A L L B E # 8 S C R E W S A N D S H ALL PENETRATE AT LE A S T 1 1 /2 " I N T O T H E S U P P O R T I N G M E M B E R . A L L F L O O R S H E A T H I N G S HALL BE GL U E D T O S U P P O R T I N G M E M B E R S W I T H A N A P A A F G - 0 1 Q U A L IFIED GLUE. PL Y W O O D A L T E R N A T E : A M E R I C A N P L Y W O O D A S S O C I A T I O N P E R FORMANCE RATED SH E A T H I N G M A Y B E U S E D A S A N A L T E R N A T E T O P L Y W O O D W I TH PRIOR APPROVAL OF O W N E R , A R C H I T E C T A N D R O O F E R . I T M A Y N O T B E U S E D ON ROOFS WHERE BU I L T - U P R O O F S Y S T E M I S T O B E G U A R A N T E E D B Y R O O F E R . RATED SHEATHING SH A L L C O M P L Y W I T H C U R R E N T I C C - E S R E P O R T S A N D S H A L L HAVE A SPAN RATING EQ U I V A L E N T T O O R B E T T E R T H A N T H E P L Y W O O D I T R E P L A C E S. ATTACHMENT AND TH I C K N E S S ( W I T H I N 1 /32 ") S H A L L B E T H E S A M E A S T H E P L Y W O O D I T R E P L A C E S . IN S T A L L P E R M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . 4. NO M I N A L 2 x A N D 3 x D E C K I N G . T O N G U E A N D G R O O V E T Y P E . MINIMUM Fb = 1,600 PSI, MI N I M U M E = 1 , 3 0 0 , 0 0 0 P S I . I N S T A L L W I T H T O N G U E S U P SLOPE ON PITCHED ROOFS, AN D O U T W A R D I N T H E D I R E C T I O N O F L A Y I N G O N F L A T R O O F S. NAIL EACH PLANK WI T H 1 6 d T O E N A I L ( T H R U T H E T O N G U E ) A N D 1 6 d F A C E N A I L AT EACH SUPPORT. DE C K S H A L L B E I N S T A L L E D A S S I M P L E S P A N W I T H A L L P L A NKS BEARING ON TWO SU P P O R T S . F O R R E F E R E N C E A N D / O R A D D I T I O N A L I N F O R M A T I ON SEE AITC 117-2010. 5. GL U E D - L A M I N A T E D B E A M S ( G L B ) : G L U E D - L A M I N A T E D B E A M S SHALL BE DOUGLAS FIR CO M B I N A T I O N A T 2 4 F - V 4 A T S I M P L E S P A N B E A M S A N D 2 4 F - V8 AT MULTI-SPAN AND CA N T I L E V E R E D B E A M S W I T H T H E F O L L O W I N G M I N I M U M P R O P E RTIES: FB = 2,400 PSI, FV = 1 9 0 P S I , F C ( P E R P E N D I C U L A R ) = 6 5 0 P S I , E = 1 , 8 0 0 KSI. ALL BEAMS SHALL BE FA B R I C A T E D U S I N G W A T E R P R O O F G L U E . F A B R I C A T I O N A N D H ANDLING PER LATEST AI T C A N D W C L A S T A N D A R D S . B E A M S T O B E A R G R A D E S T A M P AND AITC STAMP AND CE R T I F I C A T E . C A M B E R A S S H O W N O N D R A W I N G S . S T A N D A R D CAMBER IS BASED ON A R A D I U S O F C U R V A T U R E O F 2 0 0 0 F E E T . 6. GL U E D - L A M I N A T E D C O L U M N S : G L U E D - L A M I N A T E D C O L U M N S S H ALL BE DOUGLAS FIR CO M B I N A T I O N 3 W I T H T H E F O L L O W I N G M I N I M U M P R O P E R T I E S : FBY = 2,100 PSI, FBY = 20 0 0 P S I , F V Y = 2 3 0 P S I , F V X = 2 6 5 P S I , F C ( P E R P E N D ICULAR) = 650 PSI, E =1,900 KSI. AL L C O L U M N S S H A L L B E F A B R I C A T E D U S I N G W A T E R P R O O F G L UE. FABRICATION AND HA N D L I N G P E R L A T E S T A I T C A N D W C L A S T A N D A R D S . C O L U M N S TO BEAR GRADE ST A M P A N D A I T C S T A M P A N D C E R T I F I C A T E . 7. L A M I N A T E D V E N E E R L U M B E R ( L V L ) : D E S I G N , F A B R I C A T I O N AND ERECTION IN AC C O R D A N C E W I T H T H E L A T E S T I C C - E S R E P O R T . M I N I M U M P ROPERTIES FOR LVLs SH A L L B E : F B = 2 , 6 0 0 P S I , F V = 2 8 5 P S I , E = 2 , 0 0 0 K SI. 8. PA R A L L E L S T R A N D L U M B E R ( P S L ) : D E S I G N , F A B R I C A T I O N A ND ERECTION IN AC C O R D A N C E W I T H T H E L A T E S T I C C - E S R E P O R T . M I N I M U M P ROPERTIES FOR PSLs SH A L L B E : F B = 2 , 9 0 0 P S I , F V = 2 9 0 P S I , E = 2 , 0 0 0 K SI. 9. L A M I N A T E D S T R A N D L U M B E R ( L S L ) : D E S I G N , F A B R I C A T I O N AND ERECTION IN AC C O R D A N C E W I T H T H E L A T E S T I C C - E S R E P O R T . M I N I M U M P ROPERTIES FOR LSLs SH A L L B E : F B = 2 , 3 2 5 P S I , F V = 3 1 0 P S I , E = 1 , 5 5 0 K SI. 10 . SI L L P L A T E S R E S T I N G O N C O N C R E T E O R M A S O N R Y S H A L L B E OF TREATED FIR. SH E A R W A L L S A N D E X T E R I O R W A L L S I L L S A T C O N C R E T E S L A B SHALL HAVE A MI N I M U M O F ( 2 ) A N C H O R B O L T S P E R P I E C E . P R O V I D E A N C H OR BOLT AT 9" MAXIMUM, 4" M I N I M U M F R O M T H E E N D O F E A C H P I E C E A T S P L I C E O R END OF WALL. MAXIMUM AN C H O R B O L T S P A C I N G S H A L L B E 7 2 " O N C E N T E R U N L E S S N OTED OTHERWISE ON PL A N S O R D E T A I L S . A L L A N C H O R B O L T S ( O T H E R T H A N B O L T S FOR HOLDOWNS) SH A L L E M B E D 7 " I N T O C O N C R E T E . A N C H O R B O L T S F O R H O L D OWNS SHALL NOT BE CO N S I D E R E D A S P A R T O F R E Q U I R E D A N C H O R B O L T S O N S H E AR WALLS. ALL EX T E R I O R W A L L S S H A L L B E S E C U R E D W I T H M I N I M U M A N C H O R BOLTS. INTERIOR WA L L S M A Y B E S E C U R E D T O C O N C R E T E W I T H E I T H E R A N C H O R BOLTS OR POWER DR I V E N S H O T P I N S U N L E S S N O T E D O T H E R W I S E O N P L A N S . 11 . BO L T I N G : A L L B O L T S I N W O O D C O N N E C T I O N S S H A L L C O N F O R M TO ASTM A307. BO L T S S H A L L B E I N S T A L L E D I N H O L E S B O R E D W I T H A B I T 1 /16 " LARGER THAN THE Ø (D I A M E T E R ) O F T H E B O L T . B O L T S A N D N U T S S E A T I N G O N W OOD SHALL HAVE CUT ST E E L W A S H E R S U N D E R H E A D S A N D N U T S . N I C K T H R E A D S T O PREVENT LO O S E N I N G . This drawing is the property of FROST Structural En gineering, Inc. Legally, the drawing can NOT be cop ied in whole or in pieces. It is only to be used fo r the project and site specifically identified hereon and is not to b e used on any other project. Contractor shall caref ully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.PROJECT MANAGER: C A D O P E R A T O R : JOB NO.:fax: 208.227.84051020 E. Lincoln Road Idaho Falls, ID 83401Structural Engineering phone: 208.227.8404 contact@frost-structural.comGTCDBPIF19-322project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com 9 / 2 6 / 2 0 1 9 4 : 1 4 : 1 9 P M S1.0GENERALSTRUCTURALNOTES190609/26/2019GRAND PEAKS RENOVATION REXBURG, IDAHO SHEET INDEX SHEET D E S C R I P T I O N D E T A I L S S1.0 G E N E R A L S T R U C T U R A L N O T E S - - - S1.1 G S N / S P E C I A L I N S P E C T I O N S - - - S1.2 T Y P I C A L D E T A I L S T - S E R I E S S2.0 F O U N D A T I O N P L A N - - - S2.3 R O O F F R A M I N G P L A N - - - S3.0 D E T A I L S 1 0 0 - S E R I E S no. d e s c r i p t i o n d a t e Sept. 26, 2019 GE N E R A L S T R U C T U R A L N O T E S (A P P L Y U N L E S S N O T E D O T H E R W I S E O N P L A N S / D E T A I L S ) VERIFICATION AND INSPECTIONCONTINUOUS SPECIAL INSPECTIONPERIODICSPECIAL INSPECTION MA S O N R Y ( C O N C R E T E B L O C K ) : SPECIAL INSPECTION ITEMS: PO S T - I N S T A L L E D A N C H O R S : MI N I M U M 2 8 D A Y M A S O N R Y S T R E N G T H S H A L L B E 1 5 0 0 P S I . 1. VE R T I C A L R E I N F O R C I N G : # 5 A T 1 6 I N C H E S O N C E N T E R F U L L H E I G H T O F W A L L , CE N T E R E D I N G R O U T E D C E L L A N D A T A L L W A L L I N T E R S E C T I ON S , C O R N E R S , W A L L EN D S , J A M B S , O V E R L I N T E L S , A N D E A C H S I D E O F C O N T R O L J O I N T S ( M I N I M U M UN L E S S N O T E D O T H E R W I S E O N P L A N S / D E T A I L S ) . T I E A T 8 ' -0 " V E R T I C A L L Y , W I T H SI N G L E W I R E L O O P T I E O R E Q U I V A L E N T . D O W E L A L L R E I N F OR C I N G T O F O U N D A T I O N WI T H D O W E L S T O M A T C H A N D L A P V E R T I C A L W A L L O R C O L U M N R E I N F O R C I N G . 2. CO N T R O L J O I N T S : U N L E S S N O T E D O T H E R W I S E O N T H E P L A N S , P L A C E C O N T R O L JO I N T S I N M A S O N R Y W A L L S S U C H T H A T N O S T R A I G H T R U N O F W A L L E X C E E D S 2 4 ' - 0 " . CO N T R O L J O I N T S S H A L L N O T O C C U R A T W A L L C O R N E R S , I N T ER S E C T I O N S , E N D S , WI T H I N 2 4 " O F C O N C E N T R A T E D P O I N T S O F B E A R I N G O R J A M BS , O R O V E R O P E N I N G S UN L E S S S P E C I F I C A L L Y S H O W N O N T H E S T R U C T U R A L D R A W I N G S. 3. HO R I Z O N T A L R E I N F O R C I N G : ( M I N I M U M U N L E S S N O T E D O T H E R WI S E O N PL A N S / D E T A I L S ) O N E # 5 B A R I N C E N T E R O F 1 6 I N C H D E E P M I N I M U M C O N T I N U O U S GR O U T E D B O N D B E A M A T E L E V A T E D F L O O R A N D R O O F L I N E S . F O R 8 I N C H T H I C K WA L L S . HO R I Z O N T A L B A R S A T T O P O F P A R A P E T O R F R E E S T A N D I N G WA L L S S H A L L B E PL A C E D 8 I N C H E S D O W N F R O M T H E T O P I N A N U P S I D E D O W N B O N D B E A M B L O C K . PL A C E H O R I Z O N T A L B A R S C O N T I N U O U S T H R O U G H C O N T R O L J O IN T S . P R O V I D E BE N T B A R S P E R T Y P I C A L D E T A I L S , T O M A T C H H O R I Z O N T A L BO N D B E A M RE I N F O R C I N G , A T C O R N E R S A N D W A L L I N T E R S E C T I O N T O M A IN T A I N B O N D B E A M CO N T I N U I T Y . 4. TE N S I O N L A P S P L I C E S O F R E I N F O R C I N G S T E E L I N M A S O N R Y S H A L L B E A S F O L L O W S : RE B A R S I Z E S T A N D A R D L A P RE T A I N I N G W A L L S ( A T F A C E O F WA L L ) #4 2 4 " 3 0 " #5 3 0 " 4 6 " #6 4 3 " 5 5 " #7 6 0 " 6 4 " #8 7 2 " 7 2 " 5. R E I N F O R C I N G P L A C E M E N T T O L E R A N C E S : A L L D I M E N S I O N S SH O W I N G T H E L O C A T I O N OF R E I N F O R C I N G S T E E L N O T N O T E D A S " C L E A R " O R " C L R " AR E T O C E N T E R O F ST E E L . T O L E R A N C E S F O R P L A C E M E N T O F V E R T I C A L R E I N F O R CI N G S H A L L B E ( ± ) 1 /2 " PE R P E N D I C U L A R T O W A L L A N D ( ± ) 2 " A L O N G T H E L E N G T H O F T H E W A L L . P R O V I D E 1 /2 " CL E A R A N C E B E T W E E N M A S O N R Y U N I T S A N D R E I N F O R C I N G , A N D R E I N F O R C I N G RU N N I N G I N T H E S A M E D I R E C T I O N . L A P S M A Y B E B E S I D E O R O V E R T H E RE I N F O R C I N G B E I N G S P L I C E D . 6. B L O C K Q U A L I T Y : C O N C R E T E B L O C K S H A L L B E L I G H T W E I G H T L O A D - B E A R I N G CO N C R E T E M A S O N R Y U N I T S C O N F O R M I N G T O A S T M 9 0 W I T H A M I N I M U M CO M P R E S S I V E S T R E N G T H O F 2 0 0 0 P S I . U S E B O N D B E A M U N I TS A T H O R I Z O N T A L RE I N F O R C I N G . 7. MO R T A R : M O R T A R M I X S H A L L C O N F O R M T O R E Q U I R E M E N T S O F T H E A S T M C 2 7 0 A N D AS T M C 7 8 0 S T A N D A R D S , T Y P E M O R S . M O R T A R S H A L L H A V E A M I N I M U M CO M P R E S S I V E S T R E N G T H O F 2 0 0 0 P S I A T 2 8 D A Y S . 8. GR O U T : G R O U T S H A L L C O N F O R M T O R E Q U I R E M E N T S O F A S T M C4 7 6 . U S E SU F F I C I E N T W A T E R F O R G R O U T T O F L O W I N T O A L L J O I N T S OF T H E M A S O N R Y WI T H O U T S E G R E G A T I O N . G R O U T S H A L L A T T A I N A M I N I M U M C OM P R E S S I V E ST R E N G T H O F 2 5 0 0 P S I A T 2 8 D A Y S . A L L C E L L S I N C O N C R ET E B L O C K S C O N T A I N I N G RE I N F O R C I N G S H A L L B E F I L L E D S O L I D W I T H G R O U T . A L L M AS O N R Y B E L O W F I N I S H E D FL O O R O R G R A D E S H A L L B E G R O U T E D S O L I D . A L L G R O U T S H AL L B E M E C H A N I C A L L Y VI B R A T E D . GR O U T L I F T S O F 5 F E E T O R L E S S I S R E C O M M E N D E D . F O R H IG H E R G R O U T L I F T S , CL E A N O U T S ( 3 " x 3 " ) A T T H E B O T T O M O F A L L V E R T I C A L L Y R EI N F O R C E D C E L L S S H A L L BE P R O V I D E D . I N A D D I T I O N , M E C H A N I C A L D E V I C E S S H A L L BE U S E D T O P O S I T I O N AN D S E C U R E R E I N F O R C I N G W H E N G R O U T L I F T S E X C E E D 5 F E ET I N H E I G H T . I N S O L I D GR O U T E D M A S O N R Y , C L E A N O U T S S H A L L N O T B E S P A C E D M O R E T H A N 3 2 " O . C . 9. B L O C K C O N S T R U C T I O N : A L L B L O C K S S H A L L B E P L A C E D I N R U N N I N G B O N D CO N S T R U C T I O N ( U N L E S S O T H E R W I S E N O T E D ) W I T H A L L V E R T IC A L C E L L S I N AL I G N M E N T . 1.THE OWNER OR THE OWNER'S AUTHORIZED AGENT, OTHER T HAN THE CONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED AGENC IES TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION O N THE TYPES OF WORK SPECIFIED PER IBC SECTION 1705 AND IDENTIFY TH E APPROVED AGENCIES TO THE BUILDING OFFICIAL. SPECIAL INSPECTIONS ARE R EQUIRED AS FOLLOWS:2.QUALITY ASSURANCE PROGRAM:A.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGN ED TO BE CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWIN GS AND SPECIFICATIONS.B.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPO RTS TO THE BUILDING OFFICIAL, AND TO THE STRUCTURAL ENGINEER O F RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATT ENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL.CONCRETE (IBC TABLE 1705.3)1. INSPECT ANCHORS POST INSTALLED IN HARDENED CONC RETE MEMBERS. A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIS T SUSTAINED TENSION LOADS.X B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NO T DEFINED IN 4.A.X AN C H O R A G E T O C O N C R E T E : AD H E S I V E A N C H O R S : HI L T I H I T - H Y 2 0 0 PER ICC ESR-3187 HI L T I H I T - R E 5 0 0 V 3 PER ICC ESR-3814 SI M P S O N A T - X P PER IAPMO ER-263 SI M P S O N S E T - X P PER ICC ESR-2508 ME C H A N I C A L A N C H O R S : HI L T I K W I K H U S PER ICC ESR-3027 HI L T I K W I K B O L T - T Z E X P A N S I O N A N C H O R S P E R I C C E S R - 1 9 1 7 SI M P S O N T I T E N H D PER ICC ESR-2713 SI M P S O N S T R O N G B O L T - 2 PER ICC ESR-3037 RE B A R D O W E L I N G T O C O N C R E T E : AD H E S I V E S : HI L T I H I T - H Y 2 0 0 PER ICC ESR-3187 HI L T I H I T - R E 5 0 0 V 3 PER ICC ESR-3814 SI M P S O N A T - X P PER IAPMO ER-263 SI M P S O N S E T - X P PER ICC ESR-2508 AD H E S I V E A N C H O R S : HI L T I H I T - H Y 2 7 0 PER ICC ESR-4143 ME C H A N I C A L A N C H O R S : HI L T I K W I K B O L T - 3 E X P A N S I O N A N C H O R S P E R I C C E S R - 1 3 8 5 HI L T I K W I K B O L T - T Z E X P A N S I O N A N C H O R S P E R I C C E S R - 3 7 8 5 SI M P S O N T I T E N H D PER ICC ESR-1056 SI M P S O N S T R O N G B O L T - 2 PER IAPMO ER-240 AD H E S I V E A N C H O R S : HI L T I H I T - H Y 2 7 0 PER ICC ESR-4143,4144 2. S U B S T I T U T I O N R E Q U E S T S F O R A L T E R N A T E P R O D U C T S M U S T BE APPROVED IN WR I T I N G B Y T H E S T R U C T U R A L E N G I N E E R O F R E C O R D P R I O R TO USE. CONTRACTOR SH A L L P R O V I D E C A L C U L A T I O N S D E M O N S T R A T I N G T H A T T H E S UBSTITUTED PR O D U C T I S C A P A B L E O F A C H I E V I N G T H E P E R F O R M A N C E V A L UES OF THE SP E C I F I E D P R O D U C T . S U B S T I T U T I O N S W I L L B E E V A L U A T E D BY THEIR HAVING AN ICC ES R O R I A P M O E R S H O W I N G C O M P L I A N C E W I T H T H E R E L E V A N T BUILDING CODE FOR SE I S M I C U S E S , L O A D R E S I S T A N C E , I N S T A L L A T I O N C A T E G O R Y, AND AVAILABILITY OF CO M P R E H E N S I V E I N S T A L L A T I O N I N S T R U C T I O N S . A D H E S I V E A NCHOR EVALUATION WI L L A L S O C O N S I D E R C R E E P , I N - S E R V I C E T E M P E R A T U R E A N D INSTALLATION TE M P E R A T U R E . 3. IN S T A L L T H E A N C H O R S P E R T H E M A N U F A C T U R E R I N S T R U C T I O NS, AS INCLUDED IN TH E A N C H O R P A C K A G I N G . 4. T H E C O N T R A C T O R S H A L L A R R A N G E A N A N C H O R M A N U F A C T U R ER'S RE P R E S E N T A T I V E T O P R O V I D E O N S I T E I N S T A L L A T I O N T R A I N ING FOR ALL OF THEIR AN C H O R I N G P R O D U C T S S P E C I F I E D . T H E S T R U C T U R A L E N G I N E ER OF RECORD MUST RE C E I V E D O C U M E N T E D C O N F I R M A T I O N T H A T A L L O F T H E C O N TRACTOR'S PE R S O N N E L W H O I N S T A L L A N C H O R S A R E T R A I N E D P R I O R T O THE COMMENCEMENT OF I N S T A L L I N G A N C H O R S . 5. AN C H O R C A P A C I T Y I S D E P E N D A N T U P O N S P A C I N G B E T W E E N A DJACENT ANCHORS AN D P R O X I M I T Y O F A N C H O R S T O E D G E O F C O N C R E T E . I N S T A LL ANCHORS IN AC C O R D A N C E W I T H S P A C I N G A N D E D G E C L E A R A N C E S I N D I C A T ED ON THE DR A W I N G S . 1. EX C E P T W H E R E I N D I C A T E D O N T H E D R A W I N G S , P O S T - I N S T A L LED ANCHORS SHALL CO N S I S T O F T H E F O L L O W I N G A N C H O R T Y P E S . A L L A N C H O R S ARE TO BE INSTALLED PE R T H E M A N U F A C T U R E R S R E C O M M E N D A T I O N S . AN C H O R A G E T O S O L I D G R O U T E D M A S O N R Y : AN C H O R A G E T O H O L L O W / M U L T I - W Y T H E M A S O N R Y : This drawing is the property of FROST Structural En gineering, Inc. Legally, the drawing can NOT be cop ied in whole or in pieces. It is only to be used fo r the project and site specifically identified hereon and is not to b e used on any other project. Contractor shall caref ully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.PROJECT MANAGER: C A D O P E R A T O R : JOB NO.:fax: 208.227.84051020 E. Lincoln Road Idaho Falls, ID 83401Structural Engineering phone: 208.227.8404 contact@frost-structural.comGTCDBPIF19-322project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com 9 / 2 6 / 2 0 1 9 4 : 1 4 : 2 0 P M S1.1GSN / SPECIAL INSPECTIONS190609/26/2019GRAND PEAKS RENOVATION REXBURG, IDAHO no. d e s c r i p t i o n d a t e Sept. 26, 2019 FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS. WI N D O W OP E N I N G DO O R OP E N I N G AL T E R N A T E F A S T E N E R SP E C I F I E D F A S T E N E R CO N N E C T I O N TY P E NA I L I N G L A P S P L I C E BA R S I Z E CL A S S B T E N S I O N S P L I C E L E N G T H S f' c = 3 , 0 0 0 P S I f ' c = 4 , 0 0 0 P S I f ' c = 5 , 0 0 0 P S I #3 #4 #5 #6 #7 #8 #9 #1 0 NO T E S : KEYNOTES:NOTE:KEYNOTES: KE Y N O T E S : KE Y N O T E S : KE Y N O T E S : NO T E : TRENCH PARALLEL TO CONTINUOUS STRAP FOOTING TYPICAL DETAIL FOR FOUNDATION EMBEDMENT TYPICAL CONCRETE CORNER SA W C U T J O I N T KE Y E D J O I N T CO N T R O L J O I N T S I N C O N C R E T E S L A B O N G R A D E TY P I C A L R E I N F O R C I N G D E T A I L S ST E E L R E I N F O R C I N G L A P S P L I C E S I N C O N C R E T E ST R A P T Y P E H O L D O W N S / S H E A R W A L L E N D P O S T S , P L A N V I E W - H O L D O W N L O C A T I O N S EL E V A T I O N - T Y P I C A L 1 - S T O R Y S H E A R W A L L TY P I C A L H E A D E R C O N N E C T I O N AL T E R N A T E S H E A T H I N G S T A P L E O P T I O N MI N I M U M N A I L I N G S C H E D U L E - U N L E S S N O T E D O T H E R W I S E TY P I C A L M A S O N R Y I N F I L L W A L L A A T1 TD01 NO SCALE T2 TD04 NO SCALE T3 TD05 NO SCALE T4 TD 0 7 NO SCALE T5 TD 1 0 NO SCALE T6 TD 1 4 NO SCALE T8 TD 1 5 NO S C A L E T7 TD 1 9 NO SCALE T9 TD 2 5 NO S C A L E T9 TD 3 2 NO S C A L E T1 0 TD 3 4 NO S C A L E T1 1 NO S C A L E KEYNOTES:NOTE: KE Y N O T E S : NO T E : NO T E : KE Y N O T E S : KE Y N O T E S : NO T E : NO T E : 3" 3" 3" 3" HO I R Z O N T A L BA R S W / > 1 2 " O F CO N C . B E L O W VE R T I C A L A N D BO T T O M HO R I Z O N T A L BA R S HO I R Z O N T A L BA R S W / > 1 2 " O F CO N C . B E L O W VE R T I C A L A N D BO T T O M HO R I Z O N T A L BA R S HO I R Z O N T A L BA R S W / > 1 2 " O F CO N C . B E L O W VE R T I C A L A N D BOTTOM HO R I Z O N T A L BARS 12 " 1 2 " 1 2 " 1 2 " 1 2 " 1 2 " 19 " 1 5 " 1 7 " 1 3 " 1 5 " 1 2 " 29 " 2 3 " 2 6 " 2 0 " 2 3 " 1 8 " 32 " 2 5 " 2 8 " 2 1 " 2 5 " 1 9 " 54 " 4 1 " 4 7 " 3 6 " 4 2 " 3 2 " 70 " 5 4 " 6 1 " 4 7 " 5 4 " 4 2 " 89 " 6 8 " 7 7 " 5 9 " 6 9 " 5 3 " 11 2 " 8 7 " 9 7 " 7 5 " 8 7 " 6 7 " 11 4321 1. SLOPED FINISH GRADE 2.MINIMUM FOOTING DEPTH PER G.S.N. - 12" MINIMUM 3.DEEPEN FOOTING AS REQUIRED TO ACCOUNT FOR SLOPED GRADE 4.CONCRETE FOOTING A.FOR ADDITIONAL INFORMATION,SEE PLANS AND DETAILS5'-0"1 2 3 4 1.CORNER DOWELS TO MATCH HORIZONTAL REINFORCEMENT 2.CONCRETE WALL WITH REINFORCEMENT 18" MIN LAP SPLICE (TYP)21 1 3 1 2 6 M I N B A R O F F S E T B A R C L E A R A N C E S P L I C E D E T A I L B E N D & H O O K D E T A I L S C O L U M N T I E S B E A M S T I R R U P S "d " 45 ° "d " "d " 1 8 8 1. L A P - S E E G . S . N . 2. MA X I M U M 1 /5 L A P B U T N O T M O R E TH A N 6 " 3. WI R E T I E S 4. 1 d ( 1 " M I N I M U M ) 5. RA D I U S = 3 d F O R B A R S N O T O V E R #8 ; 4 d F O R # 9 , # 1 0 , A N D # 1 B A R S ; 5 d FO R # 1 4 A N D # 1 8 B A R S , 5 d F O R A L L GR A D E 4 0 B A R S W I T H 1 8 0 D E G R E E HO O K 6. 4 D ( 4 " M I N I M U M ) 7. 12 d ( 9 0 D E G R E E H O O K ) 8. 6d ( 4 " M I N I M U M ) 9. 1 3 5 D E G R E E B E N D 10 . BE N D A R O U N D 1 1 /2 " P I N F O R # 3 BA R S . B E N D A R O U N D 2 " P I N F O R # 4 BA R S . B E N D A R O U N D 2 1 /2 " PIN FOR #5 B A R S . 3 1 2 4 6 7 5 55 5 9 9 10 10 4 2 1 3 3 7 2 2 1 1 9 3 1 6 8 4 3 12 4 2 3 7 2 11 10 2 3 1 5 5 6 5 5 1. S H E A T H I N G M A T E R I A L 2. D O U B L E S T U D S A T E A C H E N D O F SH E A R W A L L , E D G E N A I L A L O N G DO U B L E S T U D S 3. F U L L H E I G H T W O O D S T U D S 4. BO T T O M P L A T E A T T A C H M E N T 5. SI M P S O N S T H D T Y P E H O L D O W N 6. M I D H E I G H T B L O C K I N G A N D E D G E NA I L I N G R E Q U I R E D 7. SI M P S O N " P H D " T Y P E H O L D O W N 8. FI N I S H E D F L O O R 9. C O N T 2 x P T S O L E P L A T E 1 3 6 8 7 4 52 9 2 6 3 1 5 4 5 1. MA S O N R Y I N F I L L W A L L , M A T C H WI D T H O F E X I S T I N G W A L L 2. EX I S T I N G W A L L 3. # 4 V E R T I C A L B A R S A T E A C H E N D OF I N F I L L W A L L A N D A T 2 4 " O . C . RE M A I N D E R E M B E D 6 " M I N I N T O EX I S T I N G W A L L W / H I L T I H I T H Y 27 0 4. #4 H O R I Z O N T A L B A R S A T 2 4 " O . C . EM B E D 6 " M I N I N T O E X I S T I N G WA L L W / H I L T I H I T - H Y 2 7 0 A. S O L I D G R O U T M A S O N R Y I N F I L L WA L L A N D C E L L S O F E X I S T I N G WA L L T O R E C E I V E R E I N F O R C I N G 1 2 3 4 1 2 1.FINISHED GRADE WHERE OCCURS 2.DO NOT EXCAVATE A TRENCH CLOSER THAN A 45 DEGREE ANGLE TO BELOW BOTTOM FOOTING OR FOUNDATION 3.BOTTOM OF CONCRETE FOOTING 4. BOTTOM OF TRENCH A.DO NOT UNDERCUT EXISTING FOOTINGS B.NO PIPE OR OTHER UTILITIES SHALL PASS THRU WALL FOOTINGS OR UNDER COLUMN FOOTINGS 1. CO N C R E T E S L A B O N G R A D E 2. CO N T K E Y E D J O I N T 3. SA W C U T 1 /8 " W I D E x 1 /4 SLAB TH I C K N E S S I N D E P T H - C U T S H A L L BE M A D E S O O N E N O U G H T O PR E V E N T S H R I N K A G E C R A C K I N G , BU T N O T S O S O O N A S T O C A U S E SP A L L I N G O F T H E C O N C R E T E WH I L E S A W I N G . W O R K M U S T B E CO M P L E T E W I T H I N 1 6 H O U R S O F CO N C R E T E P L A C E M E N T . A. KE Y E D J O I N T S N E E D O N L Y O C C U R AT E X P O S E D E D G E S D U R I N G PL A C E M E N T U N L E S S SP E C I F I C A L L Y N O T E D O N T H E PL A N S . B. "T O O L W E T J O I N T " , " Z I P S T R I P " , ET C S H A L L M A T C H S A W C U T RE Q U I R E M E N T S 12 " 6 " 6 " 1 2 " 1. T O P B A R S A R E A N Y H O R I Z O N T A L B A R S P L A C E D S O T H A T M O R E T HA N 1 2 " O F F R E S H C O N C R E T E I S C A S T I N T H E ME M B E R B E L O W T H E R E I N F O R C E M E N T . 2. U N L E S S N O T E D O T H E R W I S E , L A P S P L I C E S I N C O N C R E T E B E AM S , S L A B S A N D W A L L S S H A L L B E C L A S S " B " T E N S I O N L A P SP L I C E S . A. AL L C O N D I T I O N S M A Y N O T B E SH O W N . F O R C O N D I T I O N S N O T SH O W N , U S E T H E S E D E T A I L S A S A GU I D E . B. SO M E L A R G E R H O L D O W N S RE Q U I R E 6 x 6 P O S T S , S E E P L A N S AN D S C H E D U L E S . C. W H E R E M U L T I P L E T R I M M E R S T U D S OR K I N G S T U D S O C C U R , M A K E AD J U S T M E N T S A S R E Q U I R E D . 1. WO O D S T U D W A L L , S E E P L A N 2. SH E A R W A L L S H E A T H I N G , S E E P L A N 3. S T R A P T Y P E H O L D O W N 4. ED G E O F F O U N D A T I O N 5. SH E A R W A L L E N D P O S T ( 3 S T U D S ) 6. S H E A R W A L L E N D P O S T S ( 2 S T U D S ) 7. SH E A R W A L L E D G E N A I L I N G 8. TR I M M E R S T U D T O S U P P O R T HE A D E R 9. B L O C K T O S U P P O R T W I N D O W S I L L 10 . 6x 6 W O O D P O S T 11 . (2 5 ) - S I M P S O N S D S 1 /4 "x 4 1 /2 " L O N G WO O D S C R E W S , S T A G G E R E D 12 . (2 5 ) - S I M P S O N S D S 1 /4 "x 6 " L O N G WO O D S C R E W S , S T A G G E R E D "S T R A P " T Y P E H O L D O W N WI N D O W J A M B "S T R A P " T Y P E H O L D O W N DO O R J A M B O R W A L L E N D (1 ) S H E A R W A L L (1 ) S T R A P H O L D O W N AT E X T E R I O R C O R N E R (2 ) S H E A R W A L L S (1 ) S T R A P H O L D O W N AT E X T E R I O R C O R N E R (2 ) S H E A R W A L L S (1 ) S T R A P H O L D O W N AT R E - E N T R A N T C O R N E R (1 ) S H E A R W A L L (1 ) S T R A P H O L D O W N AT R E - E N T R A N T C O R N E R 1. WO O D S T U D W A L L , S E E P L A N 2. W O O D H E A D E R 3. KI N G S T U D ( S ) P E R P L A N 4. (2 ) 1 6 d N A I L S A T 2 " O . C . 5. 1 6 d N A I L S A T 1 2 " O . C . 6. TR I M M E R S T U D ( S ) P E R P L A N A. MI N I M U M S T A P L I N G S P E C I F I E D HE R E I N S H A L L B E P R O V I D E D UN L E S S N O T E D O T H E R W I S E O N PL A N S , D E T A I L S O R G E N E R A L ST R U C T U R A L N O T E S 8d C O M M O N A T 1 2 " O . C . 16 G A S T A P L E A T 1 2 " O . C . AL T E R N A T E F A S T E N E R S C H E D U L E 8d C O M M O N A T 6 " O . C . 8d C O M M O N A T 4 " O . C . 15 G A S T A P L E A T 1 2 " O . C . 14 G A S T A P L E A T 1 2 " O . C . 13 G A S T A P L E A T 1 2 " O . C . 16 G A S T A P L E A T 4 " O . C . 15 G A S T A P L E A T 5 " O . C . 14 G A S T A P L E A T 6 " O . C . 13 G A S T A P L E A T 6 " O . C . 13 G A S T A P L E A T 5 " O . C . 14 G A S T A P L E A T 4 " O . C . 15 G A S T A P L E A T 3 " O . C . 16 G A S T A P L E A T 2 . 5 " O . C . 15 G A S T A P L E A T 2 " O . C . 14 G A S T A P L E A T 3 " O . C . 13 G A S T A P L E A T 4 " O . C . 8d C O M M O N A T 3 " O . C . MA T E R I A L : 7 / 1 6 " S H E A R W A L L O R R O O F S H E A T H I N G NO T E S : 1. S T A P L E S S H A L L H A V E A M I N I M U M C R O W N W I D T H O F 7 /16 " IN C H O U T S I D E D I M E N S I O N . A N D I N S T A L L E D W I T H C R O W N PA R A L L E L T O T H E L O N G D I M E N S I O N O F F R A M I N G M E M B E R . 2. F R A M I N G S H A L L B E 3 x O R W I D E R W H E N N A I L S P A C I N G I S LE S S T H A N 3 I N C H E S O N C E N T E R . 3. A L L S T A P L E S S H A L L H A V E 1 1 /2 " L O N G L E G S M I N I M U M . 4. S T A P L E S I Z E S A N D S P A C I N G P E R R E P O R T N O . IC C - E S R - 1 5 3 9 JO I S T O R T R U S S B E A R I N G O N S I L L O R G I R D E R BR I D G I N G T O J O I S T SO L E P L A T E T O J O I S T O R B L O C K I N G , F A C E N A I L TO P P L A T E T O S T U D DO U B L E S T U D S , F A C E N A I L DO U B L E T O P P L A T E S CO N T I N U O U S H E A D E R T O S T U D CE I L I N G J O I S T S , L A P S O V E R P A R T I T I O N S CE I L I N G J O I S T S T O P A R A L L E L R A F T E R S , F A C E N A I L RA F T E R O R T R U S S T O P L A T E BU I L T - U P C O R N E R S T U D S TO E N A I L (4 ) - 8 d C O M M O N ( 2 1 / 2 " x 0 . 1 3 1 " ) (3 ) - 8 d C O M M O N ( 2 1 / 2 " x 0 . 1 3 1 " ) (3 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) (3 ) - 3 " x 1 4 G A U G E S T A P L E S TO E N A I L E A C H E N D (2 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) (2 ) - 3 " x 1 4 G A U G E S T A P L E S 16 d ( 3 1 / 2 " x 0 . 1 3 5 " ) A T 1 6 " O . C . FA C E N A I L 3" x 1 4 G A U G E S T A P L E S A T 1 2 " O . C . 3" x 0 . 1 3 1 " N A I L S ( G u n N a i l ) A T 8 " O . C . EN D N A I L (2 ) - 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 " ) (3 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) (3 ) - 3 " x 1 4 G A U G E S T A P L E S SO L E P L A T E T O S T U D EN D N A I L (2 ) - 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 " ) (3 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) (3 ) - 3 " x 1 4 G A U G E S T A P L E S FA C E N A I L 16 d ( 3 1 / 2 " x 0 . 1 3 5 " ) A T 2 4 " O . C . 3" x 1 4 G A U G E S T A P L E S A T 8 " O . C . 3" x 0 . 1 3 1 " N A I L S ( G u n N a i l ) A T 8 " O . C . FA C E N A I L 16 d ( 3 1 / 2 " x 0 . 1 3 5 " ) A T 1 6 " O . C . 3" x 1 4 G A U G E S T A P L E S A T 1 2 " O . C . 3" x 0 . 1 3 1 " N A I L S ( G u n N a i l ) A T 1 2 " O . C . DO U B L E T O P P L A T E S - FA C E N A I L (8 ) - 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 " ) (1 2 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) (1 2 ) - 3 " x 1 4 G A U G E S T A P L E S RI M J O I S T T O T O P P L A T E 8d ( 2 1 / 2 " x 0 . 1 3 1 " ) A T 6 " O . C . 3" x 1 4 G A U G E S T A P L E S A T 6 " O . C . 3" x 0 . 1 3 1 " N A I L S ( G u n N a i l ) A T 6 " O . C . BL O C K I N G B E T W E E N J O I S T S O R R A F T E R S TO E N A I L (3 ) - 8 d C O M M O N ( 2 1 / 2 " x 0 . 1 3 1 " ) (3 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) (3 ) - 3 " x 1 4 G A U G E S T A P L E S AN D T O P P L A T E TO E N A I L TO P P L A T E S , L A P S A N D I N T E R S E C T I O N S FA C E N A I L (2 ) - 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 " ) (3 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) (3 ) - 3 " x 1 4 G A U G E S T A P L E S CO N T I N U O U S H E A D E R , T W O P I E C E S 16 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 " ) FA C E N A I L A T 1 6 " O. C . A L O N G E D G E S CE I L I N G J O I S T S T O P L A T E TO E N A I L (3 ) - 8 d C O M M O N ( 2 1 / 2 " x 0 . 1 3 1 " ) (5 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) (5 ) - 3 " x 1 4 G A U G E S T A P L E S FA C E N A I L (3 ) - 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 ) (4 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) (4 ) - 3 " x 1 4 G A U G E S T A P L E S (3 ) - 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 ) (4 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) (4 ) - 3 " x 1 4 G A U G E S T A P L E S FA C E N A I L (3 ) - 8 d C O M M O N ( 2 1 / 2 " x 0 . 1 3 1 " ) (3 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) (3 ) - 3 " x 1 4 G A U G E S T A P L E S TO E N A I L TO E N A I L 16 d C O M . ( 3 1 / 2 " x 0 . 1 6 2 " ) A T 2 4 " O . C . 3" x 1 4 G A U G E S T A P L E S A T 1 6 " O . C . 3" x 0 . 1 3 1 " N A I L S ( G u n N a i l ) A T 1 6 " O . C . F A C E N A I L (2 ) - 8 d C O M M O N ( 2 1 / 2 " x 0 . 1 3 1 " ) US E - S I M P S O N A 3 5 A T 4 8 " O . C . -N A - SI M P S O N A 3 5 A T E V E R Y O T H E R B L O C K -N A - A. MI N I M U M N A I L I N G S P E C I F I E D HE R E I N S H A L L B E P R O V I D E D UN L E S S N O T E D O T H E R W I S E O N PL A N S , D E T A I L S O R G E N E R A L ST R U C T U R A L N O T E S B. NA I L I N G N O T N O T E D O N T H E S E PL A N S O R D E T A I L S S H A L L B E P E R I. B . C . T A B L E 2 3 0 4 . 1 0 . 1 This drawing is the property of FROST Structural En gineering, Inc. Legally, the drawing can NOT be cop ied in whole or in pieces. It is only to be used fo r the project and site specifically identified hereon and is not to b e used on any other project. Contractor shall caref ully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.PROJECT MANAGER: C A D O P E R A T O R : JOB NO.:fax: 208.227.84051020 E. Lincoln Road Idaho Falls, ID 83401Structural Engineering phone: 208.227.8404 contact@frost-structural.comGTCDBPIF19-322project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com 9 / 2 6 / 2 0 1 9 4 : 1 4 : 2 0 P M S1.2TYPICALDETAILS190609/26/2019GRAND PEAKS RENOVATION REXBURG, IDAHO no. d e s c r i p t i o n d a t e Sept. 26, 2019 MARK H O L D O W N SHEARWALL END POST UNO ON PLANALTERNATE HOLDOWNSHEARWALL HOLDOWN SCHEDULE SIMPSON STHD14 ( 2 ) 2 x S T U D S N / A A 1 1 A A B B C C 2 2 33 D D 44 5 5 / W 1 W F 1 8 / W 1 W F 1 8 / W 1 WF 1 8 6. 6. AA AA 1 1 4" C O N C R E T E S L A B O N G R A D E W/ # 3 A T 1 8 " O . C . E A C H W A Y CE N T E R E D I N S L A B T H I C K N E S S OV E R C O M P A C T E D F I L L . (S E E G S N ) 10 1 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 10 2 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 10 1 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 10 ' - 5 " 8 ' - 3 1 / 4 " 88888 8 This drawing is the property of FROST Structural En gineering, Inc. Legally, the drawing can NOT be cop ied in whole or in pieces. It is only to be used fo r the project and site specifically identified hereon and is not to b e used on any other project. Contractor shall caref ully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.PROJECT MANAGER: C A D O P E R A T O R : JOB NO.:fax: 208.227.84051020 E. Lincoln Road Idaho Falls, ID 83401Structural Engineering phone: 208.227.8404 contact@frost-structural.comGTCDBPIF19-322project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com 9 / 2 6 / 2 0 1 9 4 : 1 4 : 2 1 P M S2.0FOUNDATIONPLAN190609/26/2019GRAND PEAKS RENOVATION REXBURG, IDAHO NO R T H WALL (W) SCHEDULE TYPE M A T E R I A L T H I C K N E S S VERTICAL REINFORCINGHORIZONTAL REINFORCING REMARKS W1 C O N C R E T E 8 " # 4 A T 1 8 " O . C . # 4 A T 1 2 " O . C . - - - FOOTING SCHEDULE MARK L E N G T H W I D T H THICKN ESS REINFORCING R E M A R K S WF18 C O N T 1 8 " 1 0 " ( 2 ) # 4 C O N T B O T T O M S T R I P F O O T I N G Keynotes 1 A T T A C H N E W F O O T I N G / W A L L T O E X I S T I N G F O U N D A T I O N W / #4 x 24" LONG EPOXY DOWELS, MATCH FOOTING AND WALL HORIZONTAL BAR SPACING 8 I N F I L L B E T W E E N E X I S T I N G B U I L D I N G S , S E E T Y P I C A L MASONRY INFILL WALL DETAIL AND COORDINATE W/ ARCHFOUNDATION PLAN NOTES A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS.B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT.C. THE DEPTH OF FOOTING DIMENSION INDICATED IN THE G.S.N. IS A MINIMUM. FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE SOILS REPORT AND OTHER TRADES TO INSURE THAT THESE MINIMUMS ARE SUFFICIENT FOR THE WORK. SEE TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS.D. . WALLS WITH SOLID LINES DESIGNATE D STRUCTURAL (BEARING) WALLS.E. . WALLS WITH DASHED LINES DESIGNAT E NON-STRUCTURAL (NON-BEARING) WALLS..F. . , , , -AS SHOWN ON PLAN INDICATES A SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL LENGTH..G. . , , - AS SHOWN ON PLAN INDICAT ES A SHEARWALL HOLDOWN. SEE HOLDOWN SCHEDULES AND DETAILS FOR ADDITIONAL INFORMATION..H. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE OR MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONAL INFORMATION.I. WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION.J. A L L E X T E R I O R W A L L S S H A L L B E C O N S T R U C T E D W I T H TYPE "5" SHEARWALLS, UNO.K. V E R I F Y E X A C T S I Z E A N D L O C A T I O N O F D E P R E S S E D AND/OR RAISED SLABS WITH ARCHITECTURAL DRAWINGS.L. F O R S I D E W A L K A N D L A N D I N G L O C A T I O N S , S E E ARCHITECTURAL DRAWINGS.5 6 5 A B SC A L E : 1 / 8 " = 1 ' - 0 " FO U N D A T I O N P L A N 7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT B LOCKED EDGES.6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEA RWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SH EARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 1 6d NAILS TOTAL...4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON E ACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIM UM WITHIN 9" OF EACH END PIECE.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS O R SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUC TIONS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPAC ED AT 16" ON CENTER (O.C.) MAXIMUM.1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFI C. SOME TYPES MAY NOT BE USED ON THE PLANS.NOTES:SHEARWALL TYPE SCHEDULE MARK S H E A T H I N G M A T E R I A L E D G E N A I L I N G F I E L D N A I L I N G B O T T OM PLATE ATTACHMENT 5 7 / 1 6 " A P A R A T E D SHEATHING (BLOCKED)ONE SIDE OF WALL8d COMMON AT 6" O.C.8d COMMON AT 12" O.C.CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS A T 36" O.C.CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS A T 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.6. 7 / 1 6 " A P A R A T E D SHEATHING (BLOCKED)ONE SIDE OF WALL8d COMMON AT 4" O.C.8d COMMON AT 12" O.C.CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS A T 24" O.C.CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS A T 32" O.C.WOOD: 16d STAGGERED AT 4" O.C.no. d e s c r i p t i o n d a t e Sept. 26, 2019 1 1 A A B B C C 2 2 33 D D 44 5 5 B1 P1 P1 WJ 1 6. 6. 7/ 1 6 " A P A R A T E D R O O F S H E A T H I N G W/ 8 d C O M M O N N A I L S A T 6 " O . C . A T PA N E L E D G E S / B O U N D A R Y A N D A T 12 " O . C . I N T H E F I E L D . 10 5 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 10 3 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 10 3 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 10 4 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 4 3 5 22 4 4 9 6 6 4 88 8 4 88 8 7 7 This drawing is the property of FROST Structural En gineering, Inc. Legally, the drawing can NOT be cop ied in whole or in pieces. It is only to be used fo r the project and site specifically identified hereon and is not to b e used on any other project. Contractor shall caref ully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.PROJECT MANAGER: C A D O P E R A T O R : JOB NO.:fax: 208.227.84051020 E. Lincoln Road Idaho Falls, ID 83401Structural Engineering phone: 208.227.8404 contact@frost-structural.comGTCDBPIF19-322project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com 9 / 2 6 / 2 0 1 9 4 : 1 4 : 2 1 P M S2.3ROOF FRAMING PLAN190609/26/2019GRAND PEAKS RENOVATION REXBURG, IDAHO NO R T H POST (P) SCHEDULE MARK S I Z E S P E C I E S A N D G R A D E C O N N E C T I O N P1 ( 2 ) 2 x 6 D F # 2 WOOD JOIST (WJ) SCHEDULE MARK J O I S T F A C E M O U N T H A N G E R T O P F L A N G E H A N G E R WJ1 2 x 8 A T 1 6 " O . C . - - - P F 2 8 B BEAM (B)SCHEDULE MARK S I Z E B1 ( 2 ) 1 3 / 4 x 9 1 / 2 L V L Keynotes 2 N E W W I N D O W O P E N I N G I N E X I S T I N G M A S O N R Y W A L L , S E E DETAIL 107 FOR REINFORCING REQUIREMENT 3 N E W W I N D O W O P E N I N G I N E X I S T I N G M A S O N R Y W A L L , S E E DETAIL 109 FOR REINFORCING REQUIREMENT 4 N E W D O O R O P E N I N G I N E X I S T I N G M A S O N R Y W A L L , S E E DETAIL 106 FOR REINFORCING REQUIREMENT 5 N E W O P E N I N G I N E X I S T I N G M A S O N R Y W A L L , S E E D E T A I L 1 08 FOR REINFORCING REQUIREMENT 6 E N D S T U D T O B E P R E S S U R E T R E A T E D A N D A T T A C H E D T O THE EXISTING MASONRY WALL W/ 5/8" DIA x 6' LONG TIT EN HD AT 24" O.C.7 I N F I L L E X I S T I N G D O O R O P E N I N G , S E E T Y P I C A L M A S O N R Y INFILL WALL DETAIL 8 I N F I L L B E T W E E N E X I S T I N G B U I L D I N G S , S E E T Y P I C A L MASONRY INFILL WALL DETAIL AND COORDINATE W/ ARCH 9 I N F I L L E X I S T I N G O V E R H E A D D O O R O P E N I N G A N D ACCOMMODATE NEW WINDOW OPENING, SEE TYPICAL MASONRY INFILL WALL DETAIL, STEEL ANGLE REINFORCING IS NOT REQUIRED (CONTRACTOR TO PROVIDE TEMPORARY SHORING FOR WINDOW AS REQUIRED)5 6 5ROOF FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS.B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT.C. . WALLS WITH SOLID LINES DESIGNATE D STRUCTURAL (BEARING) WALLS.D. . WALLS WITH DASHED LINES DESIGNAT E NON-STRUCTURAL (NON-BEARING) WALLS..E. . , , , -AS SHOWN ON PLAN INDICATES A SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL LENGTH.F. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY.G. TYPICAL BEARING WALL FRAMING SHALL BE (2) 2x6 STUDS AT 16" O.C. UNO.I. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL INFORMATION.J. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOO D JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL INFORMATION.K. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST SCHEDULE FOR MORE INFORMATION.T. TIE EACH ROOF JOIST AT BEARING LOCATIONS WITH (1)H2.5A CLIP, UNO.Z. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5" SHEARWALLS, UNO.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT B LOCKED EDGES.6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEA RWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SH EARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 1 6d NAILS TOTAL...4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON E ACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIM UM WITHIN 9" OF EACH END PIECE.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS O R SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUC TIONS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPAC ED AT 16" ON CENTER (O.C.) MAXIMUM.1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFI C. SOME TYPES MAY NOT BE USED ON THE PLANS.NOTES:SHEARWALL TYPE SCHEDULE MARK S H E A T H I N G M A T E R I A L E D G E N A I L I N G F I E L D N A I L I N G B O T T OM PLATE ATTACHMENT 5 7 / 1 6 " A P A R A T E D SHEATHING (BLOCKED)ONE SIDE OF WALL8d COMMON AT 6" O.C.8d COMMON AT 12" O.C.CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS A T 36" O.C.CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS A T 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.6. 7 / 1 6 " A P A R A T E D SHEATHING (BLOCKED)ONE SIDE OF WALL8d COMMON AT 4" O.C.8d COMMON AT 12" O.C.CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS A T 24" O.C.CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS A T 32" O.C.WOOD: 16d STAGGERED AT 4" O.C. SC A L E : 1 / 8 " = 1 ' - 0 " RO O F F R A M I N G P L A N no. d e s c r i p t i o n d a t e Sept. 26, 2019 KEYNOTES:NOTE:1.WOOD STUD WALL, SEE PLAN 2.CONT 2x PT SOLE PLATE W/ANCHOR BOLTS PER SHEARWALL SCHEDULE 3. CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE WALL, SEE PLAN 5.CONCRETE FOOTING, SEE PLAN 6. COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7.MINIMUM FOOTING DEPTH, SEE GSN 8.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 9.EDGE NAILING, SEE SHEARWALL SCHEDULE 10.WALL SHEATHING AS OCCURS, SEE PLAN A. WATERPROOF ANY EXTERIOR WOOD FRAMING WITHIN 8" OF GRADE PER ARCH DRAWINGS3"CLR3"CLR81079 68125438"MIN KEYNOTES:1. W A L L B E Y O N D , S E E P L A N 2.#4 BENT DOWEL AT 18" O.C.3.CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE WALL, SEE PLAN 5. C O N C R E T E F O O T I N G , S E E P L A N 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7.MINIMUM FOOTING DEPTH, SEE GSN 8. S I D E W A L K , P A V E M E N T , O R F I N I S H GRADE PER ARCH18"18"3"CLR3"CLR87 6854312 KEYNOTES:3'-0"MAX2'-0"MAX 2 1 9103 7 8546111.WOOD STUD WALL, SEE PLAN 2. C O N T D B L 2 x T O P P L A T E W / L A P SPLICE, SEE TYPICAL DETAIL 3. E D G E N A I L I N G , S E E S H E A R W A L L SCHEDULE 4.2x6 BLOCK BETWEEN EACH STUD 5.WOOD JOIST, SEE PLAN 6.2x8 BLOCKING AT 16" O.C. W/ (6) 10d NAILS THROUGH ROOF SHEATHING 7.SIMPSON H2A TIE AT 16" O.C.8. C O N T I N U O U S 2 x 8 L E D G E R W / ( 3 ) 16d NAILS AT EACH STUD 9. W A L L S H E A T H I N G A S O C C U R S , S E E PLAN 10. B O U N D A R Y N A I L I N G , S E E P L A N 11.ROOF SHEATHING, SEE PLAN 12. ( 2 ) # 1 0 x 4 " L O N G S C R E W S A T 6 " O . C . 13.3 /4 " THICK OSB 312139 KE Y N O T E S : NO T E : 2'- 0 " MA X 3 ' - 0 " M A X 1. WO O D J O I S T W / H A N G E R , S E E P L A N 2. CO N T W O O D L E D G E R W / ( 3 ) 1 6 d NA I L S A T E A C H S T U D 3. WO O D S T U D W A L L , S E E P L A N 4. WA L L S H E A T H I N G , S E E SH E A R W A L L S C H E D U L E 5. ED G E N A I L I N G , S E E S H E A R W A L L SC H E D U L E 6. SI M P S O N H 2 A T I E A T 1 6 " O . C . 7. B O U N D A R Y N A I L I N G , S E E P L A N 8. R O O F S H E A T H I N G , S E E P L A N 9. 2 x B L O C K I N G B E T W E E N E A C H TR U S S 10 . CO N T D B L 2 x T O P P L A T E W / L A P SP L I C E , S E E T Y P I C A L D E T A I L 11 . (2 ) # 1 0 x 4 " L O N G S C R E W S A T 6 " O . C . 12 . 3 /4 " T H I C K O S B A. S L O P E , W A T E R P R O O F A N D D R A I N PE R A R C H B. TR U S S M A N U F A C T U R E R S H A L L DE S I G N P A R A P E T F O R ± 4 5 P S F (A S D ) W I N D L O A D W / M A X I M U M DE F L E C T I O N O F 2 L / 2 4 0 1 2 3 8 7 4 5 6 4 9 5 11 12 10 PL A N SE C T I O N KE Y N O T E S : NO T E : A A B B TY P 3/ 1 6 1 4 2 1 2 3 2 4'- 0 " MA X 1 1 _ 2 " T Y P 1 1 _ 2 " T Y P 1. E X I S T I N G M A S O N R Y W A L L 2. L5 x 5 x 5 /16 E A C H S I D E W / 5 /8 " DIA EPOXY AN C H O R S A T 2 4 " O . C . 3. S O L I D G R O U T W H E R E B L O C K C O R E I S HO L L O W 4. EX I S T I N G C O N C R E T E W A L L S T R U C T U R E 5. L5 x 5 x 5 /16 W / 5 /8 " D I A E P O X Y A N C H O R S A T 16 " O . C . 1 5 3 1 1 _ 2 " T Y P 1 1 _2 " TY P 5 A. AL L C E L L S R E C E I V I N G A N C H O R S S H A L L BE S O L I D G R O U T E D B. US E H I L T I H I T - H Y 2 7 0 E P O X Y P E R MA N U F A C T U R E R C. C O N T R A C T O R R E S P O N S I B L E T O PR O V I D E S H O R I N G TY P 3/ 1 6 SE C T I O N A A KE Y N O T E S : NO T E : 1 4 6 6 4 " TY P 3/ 1 6 1. EX I S T I N G M A S O N R Y W A L L 2. L6 x 6 x 1 /2 W / 5 /8 " D I A E P O X Y A N C H O R S A T 16 " O . C . A N D 5 " M I N E M B E D M E N T , C O P E HO R I Z O N T A L L E G A S R E Q U I R E D A T CO R N E R S 3. N E W O P E N I N G , V E R I F Y S I Z E A N D LO C A T I O N W / P L A N S A N D A R C H 4. EX I S T I N G C O N C R E T E R O O F S T R U C T U R E 5. EX I S T I N G C O N C R E T E F L O O R 6. L4 x 4 x 1 /4 J A M B A N G L E W / 5 /8 " D I A E P O X Y AN C H O R S A T 2 4 " O . C . A N D 5 " M I N EM B E D M E N T ( A N G L E N O T R E Q U I R E D WH E N W I N D O W O P E N I N G O C C U R S WI T H I N 2 ' - 0 " O F B U I L D I N G C O R N E R ) 7. SO L I D G R O U T W H E R E B L O C K C O R E I S HO L L O W A. AL L C E L L S R E C E I V I N G A N C H O R S S H A L L BE S O L I D G R O U T E D B. US E H I L T I H I T - H Y 2 7 0 E P O X Y P E R MA N U F A C T U R E R C. C O N T R A C T O R R E S P O N S I B L E T O PR O V I D E S H O R I N G 2 32 1 2 2 2 TY P 3/ 1 6 5 6'- 0 " MA X 6 " M A X 6 " M A X 7 3 " T Y P SE C T I O N SE C T I O N A A B B KE Y N O T E S : NO T E : 1 1 _ 2 " T Y P 10 ' - 0 " MA X TY P 3/ 1 6 1. E X I S T I N G M A S O N R Y W A L L 2. S O L I D G R O U T W H E R E B L O C K C O R E I S HO L L O W 3. L6 x 6 x 1 /2 W / 5 /8 " D I A E P O X Y A N C H O R S A T 16 " O . C . A N D 5 " M I N E M B E D M E N T , C O P E HO R I Z O N T A L L E G A S R E Q U I R E D A T CO R N E R S 4. L5 x 5 x 5 /16 W / 5 /8 " D I A E P O X Y A N C H O R S A T 24 " O . C . 1 33 A. AL L C E L L S R E C E I V I N G A N C H O R S S H A L L BE S O L I D G R O U T E D B. US E H I L T I H I T - H Y 2 7 0 E P O X Y P E R MA N U F A C T U R E R C. C O N T R A C T O R R E S P O N S I B L E T O PR O V I D E S H O R I N G 1 2 3 1 1 _ 2 " T Y P 1 3 2 1 1 _ 2 " T Y P TY P 3/ 1 6 4 4 KE Y N O T E S : NO T E : 4 " M I N 1. E X I S T I N G M A S O N R Y W A L L 2. WO O D J O I S T W / H A N G E R , S E E P L A N 3. RO O F S H E A T H I N G , S E E P L A N 4. B O U N D A R Y N A I L I N G , S E E P L A N 5. CO N T ( 2 ) 2 x S I L L P L A T E W / 5 /8 " DIA EP O X Y A N C H O R A T 1 6 " O . C . 1 4 3 2 5 A. US E H I L T I H I T - H Y 2 7 0 E P O X Y P E R MA N U F A C T U R E R SE C T I O N A A KE Y N O T E S : NO T E : 1 4 6 6 TY P 3/ 1 6 1. EX I S T I N G M A S O N R Y W A L L 2. L5 x 5 x 5 /16 W / 5 /8 " D I A E P O X Y A N C H O R S A T 16 " O . C . A N D 5 " M I N E M B E D M E N T , C O P E HO R I Z O N T A L L E G A S R E Q U I R E D A T CO R N E R S 3. N E W O P E N I N G , V E R I F Y S I Z E A N D LO C A T I O N W / P L A N S A N D A R C H 4. EX I S T I N G C O N C R E T E R O O F S T R U C T U R E 5. EX I S T I N G C O N C R E T E F L O O R 6. L4 x 4 x 1 /4 J A M B A N G L E W / 5 /8 " D I A E P O X Y AN C H O R S A T 2 4 " O . C . A N D 5 " M I N EM B E D M E N T ( A N G L E N O T R E Q U I R E D WH E N W I N D O W O P E N I N G O C C U R S WI T H I N 2 ' - 0 " O F B U I L D I N G C O R N E R ) 7. SO L I D G R O U T W H E R E B L O C K C O R E I S HO L L O W A. AL L C E L L S R E C E I V I N G A N C H O R S S H A L L BE S O L I D G R O U T E D B. US E H I L T I H I T - H Y 2 7 0 E P O X Y P E R MA N U F A C T U R E R C. C O N T R A C T O R R E S P O N S I B L E T O PR O V I D E S H O R I N G 2 32 1 2 2 2 TY P 3/ 1 6 5 1 1 _ 2 " T Y P 1 1 _ 2 " T Y P 6' - 0 " MA X 6 " M A X 6 " M A X 7 3 " T Y P This drawing is the property of FROST Structural En gineering, Inc. Legally, the drawing can NOT be cop ied in whole or in pieces. It is only to be used fo r the project and site specifically identified hereon and is not to b e used on any other project. Contractor shall caref ully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.PROJECT MANAGER: C A D O P E R A T O R : JOB NO.:fax: 208.227.84051020 E. Lincoln Road Idaho Falls, ID 83401Structural Engineering phone: 208.227.8404 contact@frost-structural.comGTCDBPIF19-322project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com 9 / 2 6 / 2 0 1 9 4 : 1 4 : 2 1 P M S3.0DETAILS190609/26/2019GRAND PEAKS RENOVATION REXBURG, IDAHOSCALE: NTS 101 WOOD STUD WALL AT FOUNDATION SCALE: NTS 102 CONCRETE SLAB AT FOUNDATION SCALE: NTS 103 WOOD JOIST AT WOOD STUD WALL SC A L E : N T S 10 4 WO O D J O I S T A T W O O D S T U D W A L L SC A L E : N T S 10 6 NE W D O O R O P E N I N G I N E X I S T I N G M A S O N R Y W A L L SC A L E : N T S 10 7 NE W W I N D O W O P E N I N G I N E X I S T I N G M A S O N R Y W A L L SC A L E : N T S 10 8 NE W D O O R O P E N I N G I N E X I S T I N G M A S O N R Y W A L L SC A L E : N T S 10 5 WO O D J O I S T A T E X I S T I N G M A S O N R Y W A L L SC A L E : N T S 10 9 NE W W I N D O W O P E N I N G I N E X I S T I N G M A S O N R Y W A L L no. d e s c r i p t i o n d a t e Sept. 26, 2019 KID ROOM A249 WAITING/RECEPTION A233 STORAGE A235 EXAM A227 EXAM A226 PROCEDURE A225 LAB 128 NURSE STATION A230 RECEPTION A231 RESTROOM A247 RESTROOM A248 PHARMACY A232 EXAM A229 EXAM A216 EXAM 132 OPERATORY 133 LAB A244 HALL A215 EXAM A228 EXAM 131 CORR. A240 OPERATORY A208 OPERATORY A207 OPERATORY A206 OPERATORY A205 STORAGE 125 IT A212 MEDICAL STORAGE 133 XRAY A218 ELEC A219 HALL A236 CORR 134 RESTROOM 136 11 11 1 1 8 11 1 2 3 3 22 6 6 7 6 4 5 13 9 1011 12 1716 1818 18 18 18 18 14 14 14 14 16 17 16 21 2020 20 20 2020 20 20 18 15 19 WAITING/RECEPTION A233 11 MECH 128 R.R. BREAK ROOM OFFICE OFFICE STORAGE 23 9/27/19 GD A H W 5762 TA EN AY W S D DTEO C. I S DU F S R E P R OFN E SGI EERT AISON L E EEK SO I R E E N Engineered Systems Associates ESA JOB NUMBER 19060 project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 2 6 / 2 0 1 9 3 : 0 1 : 0 1 P M M0.1 MECHANICAL AND PLUMBING DEMO PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O PLAN NOTES: 1 MECHANICAL AND PLUMBING DEMO PLAN SCALE: 1/8" = 1'-0"NORTH EXISTING PLUMBING FIXTURE TO REMAIN. PROTECT FIXTURE AND PIPING DURING CONSTRUCTION. EXISTING PLUMBING FIXTURE TO BE RELOCATED. DISCONNECT AND RETAIN EXISTING FIXTURE. RELOCATE EXISTING WASTE, WATER, AND VENT PIPING TO NEW FIXTURE LOCATION. RECONNECT EXISTING FIXTURE TO NEW PIPING ROUGH-INS. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF ALL EXISTING FIXTURES AND PIPING. CUT AND PATCH EXISTING FLOOR AND/OR WALLS AS REQUIRED TO PROVIDE NEW PIPING ROUGH-IN LOCATIONS. DO NOT INSTALL WATER OR WASTE PIPING IN EXTERIOR WALLS. DISCONNECT AND REMOVE EXISTING PLUMBING FIXTURE. CAP EXISTING WASTE, WATER, AND VENT PIPING BELOW FLOOR, IN WALL OR ABOVE CEILING AS REQUIRED. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING PIPING. DELIVER EXISTING FIXTURE TO OWNER. EXISTING ELECTRIC WATER HEATER AND RECIRCULATING PUMP TO REMAIN. PROTECT EQUIPMENT AND PIPING DURING CONSTRUCTION. EXISTING SEWAGE EJECTOR BELOW FLOOR AND ALL ASSOCIATED PIPING TO REMAIN. PROTECT EQUIPMENT AND PIPING DURING CONSTRUCTION. EXISTING WATER PIPING ON WALL AND/OR ABOVE CEILINGS TO REMAIN. CONTRACTOR TO FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING AND PROTECT DURING CONSTRUCTION. EXISTING ELECTRICAL PANELS. REFER TO ELECTRICAL DRAWINGS. EXISTING GAS METER AND PIPING TO REMAIN. CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND SIZES OF EXISTING GAS PIPING. PROTECT PIPING AND METER DURING CONSTRUCTION. SEE SHEET P1.1. EXISTING SEWAGE EJECTOR AND ALL ASSOCIATED WASTE AND VENT PIPING TO BE RELOCATED. DISCONNECT EJECTOR FROM EXISTING WASTE AND VENT PIPING ABOVE FLOOR AND FROM WASTE PIPING BELOW FLOOR. LIFT EXISTING EJECTOR BASIN AND PUMP(S) UP OUT OF FLOOR. CUT AND PATCH EXISTING FLOOR AS REQUIRED. REMOVE ALL EXISTING WASTE AND VENT PIPING IN ROOM. REFER TO SHEET P1.1 FOR NEW LOCATION OF EXISTING SEWAGE EJECTOR AND NEW PIPING CONNECTIONS. EXISTING MEDICAL VACUUM PUMP AND ALL ASSOCIATED PIPING TO BE RELOCATED. DISCONNECT EXISTING PUMP FROM EXISTING VACUUM LINES IN ROOM. REMOVE ALL EXISTING VACUUM LINES IN ROOM. REFER TO SHEET P1.1 FOR NEW LOCATION OF EXISTING VACUUM PUMP AND NEW PIPING CONNECTIONS. EXISTING AIR COMPRESSOR AND ALL ASSOCIATED PIPING TO BE RELOCATED. DISCONNECT EXISTING COMPRESSOR FROM EXISTING AIR LINE IN ROOM. REMOVE ALL AIR PIPING IN ROOM. REFER TO SHEET P1.1 FOR NEW LOCATION OF EXISTING AIR COMPRESSOR AND NEW PIPING CONNECTIONS. DISCONNECT AND REMOVE EXISTING FLOOR SINK. CAP WASTE LINE BELOW FLOOR. CUT AND PATCH EXISTING FLOOR AS REQUIRED. REMOVE EXISTING MED GAS PIPING AND WATER PIPING FROM ROOM. CAP LINES ABOVE CEILING. REFER TO SHEET P1.1 FOR NEW PIPING TO BE CONNECTED TO EXISTING. EXISTING ROOF DRAIN PIPING TO REMAIN. PROTECT ALL PIPING ABOVE CEILINGS AND DOWN WALL DURING CONSTRUCTION. FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING PIPING. EXISTING ROOF DRAIN TO REMAIN. DISCONNECT AND REMOVE EXISTING GAS FIRED UNIT HEATER. REMOVE EXISTING FLUE AND ASSOCIATED GAS PIPING AND VALVES. CONTRACTOR TO FIELD VERIFY EXISTING LOCATIONS OF ALL EXISTING EQUIPMENT AND PIPING. REMOVE EXISTING FLUE THRU ROOF PRIOR TO NEW ROOFING MATERIAL INSTALLATION. REMOVE ALL EXISTING GAS PIPING IN WAREHOUSE BUILDING. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING GAS PIPING. PATCH EXISTING WALLS AS REQUIRED. DISCONNECT AND REMOVE EXISTING EXHAUST FAN, DUCT THRU ROOF, ROOF CAP, AND ROOF CURB PRIOR TO NEW ROOFING MATERIAL INSTALLATION. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING EQUIPMENT AND DUCTWORK. EXISTING ROOF OPENINGS WHERE SKY LIGHTS HAVE BEEN REMOVED. REFER TO SHEET M1.1 FOR LOCATIONS WHERE NEW ROOF TOP EQUIPMENT AND DUCTWORK WILL BE INSTALLED TO UTILIZE EXISTING OPENINGS. CONTRACTOR TO FIELD VERIFY EXACT LOCATIONS AND SIZES OF EXISTING OPENINGS. DISCONNECT AND REMOVE EXISTING ROOF DRAIN AND VERTICAL PIPING. REFER TO SHEET P1.1 FOR NEW ROOF DRAIN TO BE INSTALLED AND CONNECTED TO EXISTING HORIZONTAL PIPING. DISCONNECT AND RETAIN EXISTING DOUBLE COMPARTMENT SINK AND FAUCET. CAP EXISTING WASTE, WATER AND VENT PIPING IN WALL AS REQUIRED. CONTRACTOR TO FIELD VERIFY EXACT LOCATIONS AND SIZES OF EXISTING PIPING AND PROVIDE FITTINGS AS REQUIRED. REFER TO SHEET P1.1 FOR NEW LOCATION OF EXISTING FIXTURE AND FAUCET. EXTEND EXISTING VENT BETWEEN BUILDING INTO REMODELED AREA AND RISE UP THRU NEW ROOF. SEE SHEET P1.1. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 no. description date 1 1 AA BB CC 2 2 3 3 DD 4 4 5 5 KID ROOM A249 WAITING/RECEPTION A233 STORAGE A235 EXAM A227 EXAM A226 PROCEDURE A225 LAB 128 NURSE STATION A230 RECEPTION A231 RESTROOM A247 RESTROOM A248 PHARMACY A232 EXAM A229 EXAM A216 EXAM 132 OPERATORY 133 LAB A244 HALL A215 EXAM A228 EXAM 131 CORR. A240 OPERATORY A208 OPERATORY A207 OPERATORY A206 OPERATORY A205 STORAGE 125 MECH 128 OPERATORY 129 OPERATORY 127 DENTAL STORAGE 130 IT A212 MEDICAL STORAGE 133 XRAY A218 ELEC A219 HALL A236 CORR 134 LAB STORAGE 135 RESTROOM 136 OFFICE 124 OFFICE 123 PLAY THERAPY 106 MECH/ELEC 122RESTROOM 108 RECEPTION 105 OFFICE 107 OFFICE 109 OFFICE 111 OFFICE 110 OFFICE 121 OFFICE 120 OFFICE 119 OFFICE 112 OFFICE 114 CONFERENCE 118 BREAK 117 RESTROOM 116 OFFICE 115 OFFICE 113 CD-1 275 CD-1 275 CD-1 150 CD-2 150 CD-3 100 CD-1 175 CD-1 175 CD-1 175 CD-1 175 CD-1 175 CD-3 100 CD-3 100 CD-2 150 CD-1 150 CD-1 250 CD-1 250 CD-1 150 CD-1 150 CD-1 150 CD-1 150 CD-1 150 CD-1 150 CD-1 350 CD-1 350 CD-1 300 RG-1 RG-1 RG-1 RG-1 RG-1 RG-1RG-1 RG-1 RG-1 RG-1RG-1 RG-1 RG-2 RG-3 2 EF 4 4 EF 34 EF 14 EF 2 4 T 18 " x 1 4 " 18 " x 1 0 " 18 " x 1 0 " 18 " x 1 4 " 18 " x 1 0 " 18"x10" 18 " x 1 4 " 12"x12" 12"x10" 18 " x 1 2 " 16"x12" 12"x6" 18"x14" 3 3 3 3 3 3 3 33 3 3 3 2 2 2 RT 3 1 RT 21 RT 1 1 WAITING/RECEPTION A233 WAITING/RECEPTION A233 HD HDHDHDHD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD WAITING 102 10"ø 6"ø 10"ø 10"ø 10"ø 10"ø 10"ø 10"ø 10"ø 10"ø 18"x12" 12"x10" 12"x6" 12"x10" 14"x10" CD-1 100 12"x10" T 12"x10"RG-1 3 RG-13 2 12"x6" T 18"x14" RG-13 12"x3" 12"x10" RG-2 RG-2 12"x12" RG-1 3 18"x16" 18 " x 2 " 18 " x 1 4 " 2 RG-1 3 RG-1 3 RT-1 RT-3 RT-2 12"x10" 9/27/19 GD A H W 5762 TA EN AY W S D DTEO C. I S DU F S R E P R OFN E SGI EERT AISON L E EEK SO I R E E N Engineered Systems Associates ESA JOB NUMBER 19060 project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 2 6 / 2 0 1 9 3 : 0 1 : 0 3 P M M1.1 MECHANICAL FLOOR PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O PLAN NOTES: 1 MECHANICAL FLOOR PLAN SCALE: 1/8" = 1'-0"NORTH PROVIDE AND INSTALL NEW ROOF MOUNTED EQUIPMENT AS SPECIFIED. MOUNT OVER EXISTING SKYLIGHT OPENING SO THAT SUPPLY AND RETURN AIR DUCTS WILL PASS DOWN THROUGH EXISTING OPENINGS. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING OPENINGS. MOUNT EQUIPMENT ON NEW ROOF CURB. REFER TO DETAIL J/M3.1 FOR TYPICAL CURB INSTALLATION. EXISTING SKYLIGHT OPENING THRU CONCRETE TEE ROOF. REFER TO ARCHITECTURAL PLANS FOR PATCHING OF EXISTING OPENINGS. UTILIZE EXISTING OPENINGS FOR ALL EXHAUST VENTS, PLUMBING VENTS, SUPPLY AND RETURN DUCTS, ETC. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING OPENINGS. REFER TO ARCHITECTURAL PLANS FOR PATCHING EXISTING OPENINGS. PROVIDE AND INSTALL WALL MOUNTED RETURN GRILLE AS SPECIFIED. MOUNT GRILLE AT 6" ABOVE FLOOR AND CONNECT TO 12x3 (UN-LINED) DUCT IN WALL CAVITY. REFER TO DETAIL D/M3.1 FOR TYPICAL INSTALLATION. PROVIDE AND INSTALL CEILING MOUNTED EXHAUST FAN AS SPECIFIED. RUN 6" Dia. EXHAUST DUCT UP THRU EXISTING ROOF OPENING TO ROOF CAP. PROVIDE ROOF CURB AROUND DUCT AS REQUIRED BY MANUFACTURER. 2 3 4 no. description date 1 1 AA BB CC 2 2 3 3 DD 4 4 5 5 KID ROOM A249 WAITING/RECEPTION A233 STORAGE A235 EXAM A227EXAM A226 PROCEDURE A225 LAB 128 NURSE STATION A230 RECEPTION A231 RESTROOM A247 RESTROOM A248 PHARMACY A232 EXAM A229EXAM A216 EXAM 132 OPERATORY 133 LAB A244 HALL A215 EXAM A228 EXAM 131 CORR. A240 OPERATORY A208 OPERATORY A207 OPERATORY A206 OPERATORY A205 STORAGE 125 MECH 128 OPERATORY 129 OPERATORY 127 DENTAL STORAGE 130 IT A212 MEDICAL STORAGE 133 XRAY A218 ELEC A219 HALL A236CORR 134 LAB STORAGE 135 RESTROOM 136 OFFICE 124 OFFICE 123 PLAY THERAPY 106 MECH/ELEC 122 RESTROOM 108 RECEPTION 105 OFFICE 107 OFFICE 109 OFFICE 111 OFFICE 110 OFFICE 121 OFFICE 120 OFFICE 119 OFFICE 112 OFFICE 114 CONFERENCE 118 BREAK 117 RESTROOM 116 OFFICE 115 OFFICE 113 11 11 11 17 17 17 17 21 21 21 S-2S-2 S-1 S-1 18 18 18 8 16 16 16 161616 1718 16 DF-1 WC-1 L-1 L-1 WC-1 WC-1 L-1 23 23 2323 23 23 2323 3 1 2 11 10 FS-1 HB-113 11 13 9 27 5 4 7 6 29 14 14 14 15 20 20 20 27 27 1/2" HW 1/2" CW 1" CW 3/4" CW 3/4" HW 3/4" HW 3/4" CW3/4" HW 3/4" CW 2" VTR 2" VTR 3" VTR 25 RT 3 RT 2 RT 1 COTG INVERT ELEV. 97'-0" CONNECT NEW 4" WASTE LINE TO EXISTING SEWER MAIN IN W 1ST S STREET. (APPROXIMATELY 140') FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING SEWER MAIN IN STREET AND MATCH ELEVATION WITH NO GREATER THAN 45° ANGLE. 12 26 1 1/2" V 16 22 22 22 28 28 28 RP-1 WAITING 102 VESTIBULE 101 WAITING/RECEPTION A233 TOILET 104 1/2" HW 1/2" CW 2" W BELOW FLOOR 1 26 26 6 24 1" CW 3/4" G 3/4" G 3/4" CW 4" W 2" V 2" V 4" W 1/2" HW 3" V 2" V 19 20 1/2" CW 1/2" HW 2" W 3/4" HWRC WH-1 3/4" G 3/4" G 20 3/4" HWRC 3/4" CW 1" CW 1 1/2" V 1" CW JS-1 FD-1 2" V RD-1 29 RD-1 RD-1 29 11 1 4" W 30 4" W 2" V WCO 4" WASTE BELOW FLOOR 4" WASTE BELOW FLOOR OD-1 WF-1 31 WF-1 31 WF-1 31 OD-1 OD-1 32 9/27/19 GD A H W 5762 TA EN AY W S D DTEO C. I S DU F S R E P R OFN E SGI EERT AISON L E EEK SO I R E E N Engineered Systems Associates ESA JOB NUMBER 19060 project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 9/ 2 6 / 2 0 1 9 3 : 0 1 : 0 9 P M P1.1 PLUMBING FLOOR PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O PLAN NOTES: 1 PLUMBING FLOOR PLAN SCALE: 1/8" = 1'-0"NORTH EXISTING PLUMBING FIXTURE TO REMAIN. PROTECT FIXTURE AND PIPING DURING CONSTRUCTION. RELOCATE EXISTING PLUMBING FIXTURE TO NEW LOCATION AS SHOWN. RECONNECT EXISTING FIXTURE TO NEW PIPING ROUGH-INS. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF ALL EXISTING FIXTURES AND PIPING. DO NOT INSTALL WATER OR WASTE PIPING IN EXTERIOR WALLS. EXTEND EXISTING WASTE, WATER AND VENT PIPING ABOVE CEILING OR BELOW FLOOR AS REQUIRED FOR NEW FIXTURE LOCATION. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF ALL EXISTING FIXTURES AND PIPING. CUT AND PATCH EXISTING FLOORS AND/OR WALLS AS REQUIRED TO PROVIDE NEW PIPING ROUGH-IN LOCATIONS. DO NOT INSTALL WATER OR WASTE PIPING IN EXTERIOR WALLS. EXISTING ELECTRIC WATER HEATER AND RECIRCULATING PUMP TO REMAIN. PROTECT EQUIPMENT AND PIPING DURING CONSTRUCTION. EXISTING SEWAGE EJECTOR BELOW FLOOR AND ALL ASSOCIATED PIPING TO REMAIN. PROTECT EQUIPMENT AND PIPING DURING CONSTRUCTION. EXISTING WATER PIPING ON WALL AND/OR ABOVE CEILINGS TO REMAIN. CONTRACTOR TO FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING AND PROTECT DURING CONSTRUCTION. EXISTING ELECTRICAL PANELS. REFER TO ELECTRICAL DRAWINGS. EXISTING GAS METER AND PIPING TO REMAIN. LOCAL GAS COMPANY TO ADJUST PRESSURE REGULATOR TO PROVIDE 2 psi DISHARGE PRESSURE AND TO HANDLE INCREASED GAS LOAD OF 390,000 BTU. CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND SIZES OF EXISTING GAS PIPING. PROTECT PIPING AND METER DURING CONSTRUCTION. RELOCATE EXISTING SEWAGE EJECTOR AND RECEIVING BASIN TO NEW MECHANICAL ROOM AS SHOWN. EXTEND EXISTING WASTE AND VENT PIPING FROM OLD ROOM BELOW FLOOR AND ABOVE CEILING TO NEW LOCATION. RECONNECT EXISTING SEWAGE EJECTOR PUMP AND BASIN TO NEW WASTE AND VENT LINES. CUT AND PATCH EXISTING FLOOR AS REQUIRED. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS, LOCATIONS AND SIZES OF EXISTING PIPING. PROVIDE NEW PIPE AND FITTINGS AS REQUIRED TO EXTEND EXISTING LINES TO NEW LOCATIONS. RELOCATE EXISTING MEDICAL VACUUM PUMP AND ALL ASSOCIATED PIPING TO NEW MECHANICAL ROOM AS SHOWN. EXTEND EXISTING VACUUM LINES ABOVE CEILING AS REQUIRED FOR NEW PUMP LOCATION AND RECONNECT WITH NEW SHUT-OFF VALVE. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING VACUUM PIPING IN OLD MECHANICAL ROOM. PROVIDE NEW FITTINGS AND PIPE AS REQUIRED TO EXTEND EXISTING PIPING LOCATIONS. RELOCATED EXISTING AIR COMPRESSOR AND ALL ASSOCIATED PIPING TO NEW MECHANICAL ROOMS AS SHOWN. EXTEND EXISTING AIR LINES ABOVE CEILINGS AS REQUIRED TO NEW COMPRESSOR LOCATION AND RECONNECT WITH NEW SHUT-OFF VALVE. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING VACUUM PIPING IN OLD MECHANICAL ROOM. PROVIDE NEW FITTINGS AND PIPE AS REQUIRED TO EXTEND EXISTING PIPING TO NEW LOCATIONS. PROVIDE AND INSTALL NEW FLOOR SINK AS SPECIFIED. RUN 4" WASTE LINE BELOW FLOOR AND EXTEND INTO EJECTOR BASIN. CUT AND PATCH EXISTING FLOOR AS REQUIRED. DROP NEW 1/2" COLD WATER LINE DOWN WALL AND CONNECT TO NEW INTERIOR HOSE BIBB AS SPECIFIED. REFER TO DETAIN B/P3.1 FOR TYPICAL INSTALLATION. EXISTING ROOF DRAIN PIPING TO REMAIN. PROTECT ALL PIPING ABOVE CEILINGS AND DOWN WALL DURING CONSTRUCTION. FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING PIPING. EXISTING ROOF DRAIN TO REMAIN. EXISTING GAS PIPING ON ROOF TO REMAIN. CONTRACTOR TO FIELD VERIFY EXISTING LOCATIONS OF ALL EXISTING EQUIPMENT AND PIPING. PROVIDE NEW GAS PIPING ON ROOF AS REQUIRED TO HAVE 2 psi GAS PRESSURE IN EXISTING LINES. PROVIDE AND INSTALL NEW GAS PRESSURE REGULATOR IN EXISTING GAS LINE. CONTRACTOR TO FIELD VERIFY EXISTING LINE SIZE AND MATCH WITH NEW REGULATOR. NEW REGULATOR TO BE RATED FOR 2 psi TO 0.5 psi EXISTING ROOF TOP EQUIPMENT TO REMAIN. CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF EQUIPMENT AND PROTECT DURING CONSTRUCTION. CONNECT NEW 3/4" (2 psi) GAS LINE TO EXISTING 3/4" (OR LARGER) GAS LINE ON ROOF. CONTRACTOR TO FIELD VERIFY EXISTING SIZES AND LOCATIONS OF EXISTING GAS PIPING ON ROOF AND EXTEND NEW PIPING BACK AS NECESSARY TO CONNECT TO 3/4" (OR LARGER) LINE. PROVIDE SHUT-OFF VALVE AT POINT OF CONNECTION. RUN NEW GAS PIPING ON ROOF AS SHOWN. SUPPORT PIPING ON ROOF WITH PYRAMID TYPE PIPE SUPPORTS. COORDINATE GAS LINES WITH NEW EQUIPMENT. CONNECT NEW 3/4" GAS LINE TO EQUIPMENT WITH PRESSURE REGULATOR, SHUT-OFF VALVE AND FLEXIBLE HOSE. REFER TO DETAIL B/P3.1 FOR TYPICAL GAS LINE CONNECTION. NEW ROOF TOP EQUIPMENT FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. PLUMBING CONTRACTOR TO ROUGH-IN AND CONNECT GAS LINE AND PROVIDE CONDENSATE DRAIN WITH TRAP. CONDENSATE DRAIN TO DRIP ONTO ROOF. REFER TO DETAIL C/P3.1 FOR TYPICAL DRAIN LINE CONNECTION. EXISTING ROOF OPENINGS WHERE SKY LIGHTS HAVE BEEN REMOVED. UTILIZE EXISTING OPENINGS FOR NEW VENTS THRU ROOF, ROOF TOP EQUIPMENT, AND DUCTWORK. CONTRACTOR TO FIELD VERIFY EXACT LOCATIONS AND SIZES OF EXISTING OPENINGS. CONNECT NEW 1" COLD WATER LINE TO EXISTING 1" (OR LARGER) COLD WATER PIPING IN MECHANICAL ROOM. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING WATER PIPING AND EXTEND NEW PIPING AS NECESSARY TO CONNECT TO EXISTING 1" (OR LARGER) COLD WATER LINE. RUN NEW DOMESTIC WATER LINES ABOVE CEILINGS IN REMODELED AREA AS SHOWN. PROVIDE AND INSTALL NEW ELECTRIC WATER HEATER AS SPECIFIED. REFER TO DETAIL D/P3.1 FOR TYPICAL THERMAL EXPANSION TANK, HEAT TRAP NIPPLES, MIXING VALVE, RECIRCULATING PUMP, AND PIPING CONNECTIONS. PROVIDE AND INSTALL NEW PLUMBING FIXTURE AS SPECIFIED. DROP 2" WASTE PIPING BELOW FLOOR AND CONNECT TO NEAREST EXISTING 2" (OR LARGER) WASTE LINE. RISE 1-1/2" VENT AND 1/2" HOT AND COLD WATER LINES UP ABOVE CEILING AND RUN TO NEAREST CORRESPONDING PIPING. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING PIPING. EXTEND NEW PIPING AS NECESSARY TO CONNECT TO SAME SIZE (OR LARGER) CORRESPONDING LINES. PROVIDE AND INSTALL NEW PLUMBING FIXTURE AS SPECIFIED. RUN 1-1/2" WASTE LINE AND 1/2" HOT AND COLD WATER LINES BELOW COUNTER TO FIXTURE LOCATION AND CONNECT. DROP 1-1/2" WASTE PIPING DOWN IN NEW MECHANICAL ROOM AND CONNECT TO RELOCATED SEWAGE EJECTOR BASIN. RISE 1-1/2" VENT AND 1/2" HOT AND COLD WATER LINES UP IN WALL TO ABOVE CEILING AND RUN TO NEAREST CORRESPONDING PIPING. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING PIPING. EXTEND NEW PIPING AS NECESSARY TO CONNECT TO SAME SIZE (OR LARGER) CORRESPONDING LINES. RISE VENT UP THRU EXISTING SKY LIGHT OPENING. COORDINATE VTR LOCATIONS WITH NEW ROOF TOP EQUIPMENT TO ENSURE 10'-0" MINIMUM DISTANCE FROM ANY AIR INTAKE. PROVIDE AND INSTALL NEW ROOF DRAINS AS SPECIFIED. CONNECT TO EXISTING 4" PIPE BELOW ROOF. FIELD VERIFY EXACT SIZE AND ELEVATION OF EXISTING PIPING AND MATCH NEW WITH EXISTING. EXISTING DOUBLE COMPARTMENT SINK AND FAUCET TO BE RELOCATED. CONTRACTOR TO PROVIDE NEW STOPS, P-TRAP AND PIPING AS REQUIRED TO CONNECT TO EXISTING FIXTURE AND FAUCET. PROVIDE AND INSTALL OVERFLOW DRAIN AS SPECIFIED. EXTEND 3" LINE THRU PARAPET WALL AS HIGH AS POSSIBLE AND CONNECT TO WALL FLANGE. EXTEND EXISTING VENT THRU WALL INTO REMODELED AREA. RISE NEW 3" VENT UP THRU ROOF. FIELD VERIFY SIZE AND LOCATION OF EXISTING VENT LINE BETWEEN BUILDING. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 no. description date CIRCUITING & GENERAL SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION KEYED NOTE REFERENCE1 BRANCH CIRCUIT HOME-RUN TO PANEL INDICATED A-1,3,5 3/4"C.-6#12,1#12G QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR QTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S) SIZE OF CONDUIT A-1,3,5 3/4"C.-6#12,1#12G PANEL AND CIRCUIT DESIGNATIONS EQUIPMENT GROUNDING CONDUCTOR TICK MARKS NEUTRAL CONDUCTOR(S) PHASE AND/OR SWITCH-LEG CONDUCTOR(S) BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALL BRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOOR NEW EQUIPMENT, DEVICES, ETC. EXISTING EQUIPMENT, DEVICES, ETC. DEMOLITION EQUIPMENT, DEVICES, ETC. DETAIL # / SHEET REFERENCE1 / ES101 *25,000A CALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER) FIRE ALARM SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION DETECTOR SUBSCRIPTS P PHOTOELECTRIC SMOKE DETECTOR D DUCT SMOKE DETECTOR ID IN-DUCT SMOKE DETECTOR H HEAT DETECTOR M MULTI-STATION SMOKE DETECTOR (120V W/BATTERY BACKUP) FIRE ALARM CONTROL PANEL (WALL MOUNTED, TOP AT 6'-0' AFF) F FACP NOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF) REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF) NAC RA MANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72) MAGNETIC DOOR HOLD OPEN ADDRESSABLE CONTROL/RELAY MODULE MM CM ADDRESSABLE MONITORING MODULE FIRE ALARM FLOW SWITCH FIRE ALARM TAMPER SWITCH FS TS WALL MOUNTED FIRE ALARM HORN ONLY WALL MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS INDICATED) # ADDRESSABLE DETECTOR WITH BASE ## ##CEILING MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS INDICATED) ## ## WALL MOUNTED FIRE ALARM HORN STROBE (CANDELA RATING AS INDICATED) CEILING MOUNTED FIRE ALARM HORN STROBE (CANDELA RATING AS INDICATED) EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC. FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSD A. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP. B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR. E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS. F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER. G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN. H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES. I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS). J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY. M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES. GENERAL FIRE ALARM SYSTEM NOTES LIGHTING SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION PARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ON DRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION. 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE SURFACE MOUNTED FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE WALL MOUNTED FLUORESCENT OR LED FIXTURE EXTERIOR WALL MOUNTED FIXTURE ROUND RECESSED FIXTURE SURFACE OR PENDANT FIXTURE LIGHT FIXTURE SUBSCRIPTS NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT) EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE) DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS. SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION. SWITCH MOUNTED OCCUPANCY SENSOR OR LOW VOLTAGE SWITCHPOD, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION. SINGLE-POLE SWITCH DUAL-LEVEL SWITCH, PROVIDE CONTROL OF FIXTURES TO ALLOW OCCUPANT TO REDUCE LIGHT LEVEL TO 50%. (SUBSCRIPT APPLIES TO BOTH SWITCHES) SWITCH SUBSCRIPTS 3 3-WAY SWITCH 4 4-WAY SWITCH D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES) K KEYED SWITCH F TIMER SWITCH (INTERMATIC MODEL EI400 SERIES) P PILOT LIGHTED SWITCH F1 LIGHT FIXTURE TYPE DESIGNATION S ### WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACK CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EMERGENCY LIGHT. LV LOW-VOLTAGE SWITCH (PER DWG'S) T THERMAL-OVERLOAD SWITCH M SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C. WP WEATHERPROOF 2P DOUBLE POLE, SINGLE THROW SWITCH GENERAL LIGHTING NOTES: A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING, MOUNTING AND ETC. B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING". C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V. DIMMING WIRING. D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA. ### F M POWER SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION ELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) 'MSB' 'T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION) 'LA' ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R (30A FUSES) COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED. TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X J JUNCTION BOX CR = CORD REEL; SEE DRAWINGS FOR INFORMATION CD = CORD DROP; SEE DRAWINGS FOR INFORMATION EQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN MOTOR CONNECTION POWER AND/OR DATA SERVICE POLE FLOORBOX WITH POWER ONLY (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATION FLOORBOX WITH POWER AND DATA(SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) FB# FB# SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.) (REFER TO PANEL SCHEDULES FOR AMPS) CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH CEILING EQUIPMENT PRIOR TO ROUGH-IN) DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT. RECEPTACLE AND EQUIPMENT SUBSCRIPTS AC ABOVE COUNTER WP WEATHERPROOF (UL LISTED WEATHER-RESISTANT) 42"MOUNTING HEIGHT AFF OR AFG IG ISOLATED GROUND S SURGE-PROTECTION TYPE REF REFRIGERATOR W WASHING MACHINE D DRYER (30A-240V RATED RECPT.) M MICROWAVE HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND NUMBER OF CONDUCTORS WITH M.C. T SOR 30A/3P/3R SIZE 1 (30A FUSES) SMALL EXHAUST FAN CONNECTION TV 120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH. DRAWINGS & ELEVATIONS USB 120V RECPT. WITH USB CHARGING PORTS EWC ELECTRIC WATER COOLER; (SEE DETAIL. RECPT. SHALL BE ACCESSIBLE, DO NOT MOUNT BEHIND HOUSING.) DISP GARBAGE DISP. (UNDER SINK) DW DISHWASHER (COORDINATE W/ MILLWORK, INSTALL PER NEC 422.16(B)(2)). M/R MICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK) R ELECTRIC RANGE (50A-240V RATED RECPT.) GENERAL SPECIAL SYSTEM NOTES: A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC. SPECIAL SYSTEMS SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_D-X TELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _T-X TELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _T/_D-X CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _D-X A. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG. B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X THE DIAMETER OF THE CONDUIT. C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING AT BOTH ENDS. D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE. E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS. F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY. GENERAL SPECIAL SYSTEM NOTES: T.V. OUTLET ONLY (C = CEILING MOUNTED OTHERWISE WALL MOUNTED) UTILIZE 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 3/4" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING. INSTALL CONNECTOR AND FACEPLATE AND PROVIDE COAXIAL CABLE FROM OUTLET TO NEAREST TV SYSTEM AMPLIFIER/HEAD-END EQUIPMENT LOCATOIN. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED. RECESSED WALL MOUNTED AV/TV ENCLOSURE, (SEE NOTE 2 BELOW) HUBBELL ENCLOSURE# NSAV62M W/ COVER# NSAV6C, (1) POWERKIT HBL#NSOKPS, (1) DATA PLATE W. TERMINATIONS. MOUNT 5'-0" AFF; FIELD COORDINATE WITH TV LOCATION. E.C. SHALL INSTALL 1 1/4"C FROM DATA COMPARTMENT TO NEAREST ACCESSIBLE CEILING SPACE. C LARGE CAPACITY 2-GANG AV BOX, (SEE NOTE 2 BELOW) HUBBELL# HBL260 WITH 2-GANG MUDRING; PROVIDE 2-GANG DECORA COVER PLATE W/ (1) DATA INSERT (LEVITON P/N: 4164*-*) (1) BRUSH PASSTHROUGH INSERT (LEVITON P/N: 41075-DB*). INSTALL 1 1/2" CONDUIT FROM BOX TO ABOVE ACCESSIBLE CEILING. TV AV SPECIAL SYSTEMS NOTES: 1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED. 2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4", 6=1-1/2" 3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED) P 1PH 2/C 3/C 3P 3PH 3W 4W AC ADA AFF AFG AIC AL A or AMP ANN AP ATS AV AWG BFG C CATV CB CCTV CKT C CP CT CU DS EA E.C. EM EMT ENT EPO EQUIP EX FA FACP FLA FMC GND G.C. GEN GFI GFP HD HID HOA HP HPS HV HZ IG IMC J-BOX ABBREVIATIONS SINGLE POLE SINGLE-PHASE TWO-CONDUCTOR THREE-CONDUCTOR THREE POLE THREE-PHASE THREE-WIRE FOUR-WIRE ABOVE COUNTER AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE INTERRUPTING CAPACITY ALUMINUM AMPERE ANNUNCIATOR ACCESS POINT (WIRELESS DATA) AUTOMATIC TRANSFER SWITCH AUDIO VISUAL AMERICAN WIRE GAGE BELOW FINISHED GRADE CEILING MOUNTED CABLE TELEVISION CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CONDUIT CONTROL PANEL CURRENT TRANSFORMER COPPER DISCONNECT SWITCH EACH ELECTRICAL CONTRACTOR EMERGENCY ELECTRICAL METALLIC TUBING ELECTRICAL NONMETALLIC TUBING EMERGENCY POWER OFF EQUIPMENT EXISTING FIRE ALARM FIRE ALARM CONTROL PANEL FULL LOAD AMPS FLEXIBLE METAL CONDUIT GROUND GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION HEAVY DUTY HIGH INTENSITY DISCHARGE HAND-OFF-AUTOMATIC HORSE POWER HIGH PRESSURE SODIUM HIGH VOLTAGE HERTZ ISOLATED GROUND INTERMEDIATE METAL CONDUIT JUNCTION BOX V KVA kW kWh LED LFMC LFNC LTG LV MAX M.C. MCA MCB MCC MDP MH MIN MLO MOCP NA NC NEC NEMA NFPA NIC NL NO NTS OC OH DR OL PB P PNL PT PTZ QTY RCP RMC RNC SCA SCBA SF SPD SPEC SWBD SWGR TL TP TTB TV TYP UG UPS V VA V.I.F. VFD W/ W/O WP XFMR KILOVOLT KILOVOLT AMPERE KILOWATT KILOWATT HOUR LIGHT EMITTING DIODE LIQUID TIGHT FLEXIBLE METAL CONDUIT LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT LIGHTING LOW VOLTAGE MAXIMUM MECH. CONTRACTOR MINIMUM CIRCUIT AMPS MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MAIN DISTRIBUTION PANEL MANHOLE MINIMUM MAIN LUGS ONLY MAXIMUM OVERCURRENT PROTECTION NOT APPLICABLE NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NIGHT LIGHT NORMALLY OPEN NOT TO SCALE ON CENTER OVERHEAD DOOR OVERLOAD PUSHBUTTON PHASE PANEL POTENTIAL TRANSFORMER PAN/TILT/ZOOM QUANTITY REFLECTED CEILING PLAN RIGID METAL CONDUIT RIGID NONMETALLIC CONDUIT SHORT CIRCUIT AMPS STANDARD COLOR BY ARCHITECT SQUARE FOOT (FEET) SURGE PROTECTION DEVICE SPECIFICATION SWITCHBOARD SWITCHGEAR TWIST LOCK TWISTED PAIR TELEPHONE TERMINAL BOARD TELEVISION TYPICAL UNDERGROUND UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERE VERIFY IN FIELD VARIABLE FREQUENCY DRIVE WITH WITHOUT WEATHERPROOF TRANSFORMER A. ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS. B. ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL. C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED. D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC. E. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT. F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN. G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC. H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING. I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES. J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS. K. UNLESS SPECIFICALLY INDICATED OTHERWISE, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER/CONTRACTOR; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT. L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. PROJECT GENERAL NOTES: IDAHO POWER CO. ROCKY MOUNTAIN POWER CO. WWW.IDAHOPOWER.COM WWW.ROCKYMOUNTAINPOWER.NET CONTACT: CONTACT: SHELLEY MARTIN (208) 388-5872 DAN KUHL (503) 308-0233 OR DAN KUHL (503) 308-0233 dan.kuhl@evergreen-efficiency.com dan.kuhl@evergreen-efficiency.com UTILITY LIGHTING REBATES & INCENTIVES: IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS. VISIT THE FOLLOWING UTILITY CO. WEBSITES FOR INFORMATION: TYPICAL DEVICE MOUNTING HEIGHTS: GENERAL COORDINATION NOTE: GENERAL DETAIL NOTES: FINISH FLOOR 1' - 6'' THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TO LIGHT SW. (OR AS NOTED) * 4' - 0'' * 3' - 6'' (OR AS NOTED) RECEPTACLE @ MILLWORK BACKSPLASH CA B . D I M E N S I O N S PE R A R C H . D E T A I L 6" CABINET *E.C. SHALL COORDINATE ALL DEVICE MOUNTING HGTS. AND EXACT LOCATION WITH ARCHITECTURAL INTERIOR ELEVATIONS REPORT CONFLICTS TO ARCHITECT **PRIOR TO ROUGH-IN** ROUGH-IN. TYPICAL FOR ALL DEVICES MOUNTED ABOVE COUNTER (ie C.O.'S, DATA, PHONE etc.) A. B. C. D. ALL MOUNTING HEIGHTS TYPICAL UNLESS NOTED OTHERWISE. COORDINATE OUTLET HEIGHTS WITH ARCHITECTS MILLWORK DWGS. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND CABINETS, BACKSPLASHES, OR INTERFERE WITH WAINSCOTING, ETC. ALL SWITCHES AND THERMOSTATS TO BE MOUNTED AS CLOSE TO DOOR JAMS AS POSSIBLE. COORDINATE ALL DEVICES WITH ARCHITECTURAL PLANS AND DETAILS. COORDINATE LIGHT SWITCH & OUTLET HEIGHTS WITH ARCHITECTURAL WAINSCOTING AND OR TILE WORK SO AS NOT TO FALL MIDWAY IN THESE FINISHES. FIRE 6' - 8'' FIRE ALARM NOTIFICATION DEVICE FIRE MANUAL PULL STATION HANDLE SHALL BE BETWEEN 42" & 48" AFF CABINET RECEPT. TELE/DATA OUTLET TV OUTLET ELECTRICAL EQUIP. CLEARANCE ELECTRICALEQUIPMENT NO T E # 1 N O T E #4 NOTE#3 NOTE#2 NOTES: 1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT. 2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES. 3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR. 4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE. GENERAL NOTES: A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT. 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m P.E. JOB #1998 9/29/19 9/ 2 6 / 2 0 1 9 5 : 2 3 : 4 1 P M E0.0 ELECTRICAL SYMBOLS & DETAILS 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O BUILDING WIRING METHODS: • ALL WIRING METHODS SHALL BE IN ACCORDANCE WITH 2017 NEC AND LOCAL AHJ REQUIREMENTS. • FEEDERS SHALL BE CONDUIT (EMT OR IMC) WITH CONDUCTORS. • BRANCH CIRCUITS SHALL BE CONDUIT (EMT OR IMC) WITH CONDUCTORS. MC CABLE IS ACCEPTABLE, INSTALLATION MUST COMPLY WITH 2017 NEC AND THE FOLLOWING: ALL HOMERUNS SHALL BE CONDUIT TO JUNCTION POINT LOCATED IN ACCESSIBLE LOCATION. ALL EXAM & OPERATORY ROOMS SHALL BE IN COMPLIANCE WITH NEC 517, UTILIZE MEDICAL GRADE MC CABLE. • REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIRMENTS. no. description date F F 1 A B C 2 3 D 4 5 1 2 2 'A' 'DS-MAIN' 'B' 'C' 3 4 4 4 5 AIR COMP. DENTAL VAC. 6 7 4 4 4 8 A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE- INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR TO PROVIDE MINIMUM WORKING CLEARANCES AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. M. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. N. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. O. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. GENERAL NOTES: KEY NOTES:# 1 ALL EXISTING ELECTRICAL DEVICES, EQUIPMENT AND ETC WITHIN EXISTING BUILDING IS TO BE REMOVED TO ACCOMMODATE REMODEL, UNLESS SPECIFICALLY INDICATED OTHERWISE. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS. 2 EXISTING ELECTRICAL DEVICES AND ETC WITHIN THIS AREA IS TO BE REMOVED OR RELOCATED AS REQUIRED TO ACCOMMODATE REMODEL, UNLESS SPECIFICALLY INDICATED OTHERWISE. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE WHEN NOT BEING REUSED. ELECTRICAL CONTRACTOR SHALL MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARE TO REMAIN. 3 E.C. SHALL REMOVE EXISTING UNUSED PANEL AND ALL ASSOCIATED CONDUIT AND CONDUCTORS THAT ARE NOT USED TO PROVIDE SPACE FOR NEW DISCONNECT SWITCH. FIELD VERIFY THAT ALL EXISTING CIRCUITS IN PANEL ARE ABANDONED. ANY CIRCUIT STILL IN USE SHALL BE MOVED TO PANEL 'B'. 4 EXISTING LIGHTING IN THIS ROOM TO REMAIN, LOCATE AND PROTECT DURING CONSTRUCTION. PROVIDE NEW CIRCUITING AND CONTROLS AS INDICATED ON DRAWINGS. 5 EXISTING ELECTRICAL DEVICE TO BE RELOCATED; REFER TO NEW DRAWINGS FOR NEW LOCATION. EXTEND EXISTING CIRCUITING TO NEW LOCATION. 6 POWER FOR EXISTING DENTAL AIR COMPRESSOR AND VACCUM SHALL BE RELOCATED TO NEW MECHANICAL ROOM. E.C. SHALL PULLBACK EXISTING CIRCUITS AND EXTEND TO NEW LOCATION. FIELD VERIFY EXISTING ROUTING. 7 EXISTING PANEL 'C' TO BE DISCONNECTED/REMOVED AND REPLACED WITH NEW 200A PANEL AS INDICATED. REMOVE FEEDER BACK TO SOURCE. EXISTING BRANCH-CIRCUITS TO BE DISCONNECTED, PULLED BACK AND THEN RE-CONNECTED TO NEW PANEL. 8 DISCONNECT AND REMOVE EXISTING DEVICE; REMOVE ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE. MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARE TO REMAIN. 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m P.E. JOB #1998 9/29/19 9/ 2 6 / 2 0 1 9 5 : 2 3 : 4 2 P M E0.1 EXISTING ELECTRICAL PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 16'8'0"SCALE: 1/8" = 1'-0"1 EXISTING ELECTRICAL PLAN no. description date WD D WD D WD D WD D WD D WD D WD D WD D WD D WD D WD D WD D WD D S CD3 S CD3 S CD3 SPD SCD3SCD6 S CD3 S CD3 S CD3 SP D WD 1 S CD6SCD6 WD 1 SCD3 SPD S CD3 WP 1 D D S CD6 SCD6 S CD6 S CD6 S CD6 WD 1 WD 1 SPD SCD2 F F F 1 A B C 2 3 D 4 5 OPERATORY A205 OPERATORY A206 OPERATORY A207 OPERATORY A208 OPERATORY 137 OPERATORY 136 IT A212 EXAM 138 HALL A215 EXAM A216 XRAY A218 ELEC 132 RESTROOM 128 PROCEDURE A225 EXAM A226 EXAM A227 EXAM A228 EXAM A229 NURSE STATION A230 RECEPTION A231 PHARMACY A232 WAITING/RECEPTION A233 STORAGE A235 CORR. A240 EXAM 139 OPERATORY 140 LAB A244 RESTROOM A247 RESTROOM A248 KID ROOM A249 CONFERENCE 119 BREAKROOM 118 RESTROOM 117 OFFICE 116 OFFICE 114 OFFICE 109 OFFICE 107 OFFICE 127 PLAY THERAPY 106 MECH/ELEC 124 OFFICE 110 OFFICE 123 OFFICE 122 OFFICE 113 OFFICE 115 OFFICE 121 OFFICE 126 STORAGE 141 MEDICAL STORAGE 133 CORR 131 LAB STORAGE 130 LAB 129 OFFICE 111 MECH 142 RECEPTION 105 (TYP)F2 (TYP)F3 F2E F2E (TYP)F2 (TYP)F2 F2E F2E (TYP)F2 F2E (TYP)F2 (TYP)F2 (TYP)F2 F2E (TYP)F3 (TYP)F3 (TYP)F3 (TYP)F3 (TYP)F3 (TYP)F3 F5EF5 (TYP)F3E (TYP)F3 (TYP)F3 (TYP)F3 (TYP)F3 F2F2 F2E F2E (TYP)F2 (TYP)F3 (TYP)F3 F1 F1 F1 F1 F1 F1 NLF2E TOILET 104 WAITING 102 (TYP)F3 'D' F4 F4 F4FA1 FA1 F4 F2E F3E F2E D-5 D-3 D-1 D-1 D-1 D-1 D-1 D-3 D-3 D-3 D-3 D-3 D-3 D-3 D-3D-3 D-3 D-3 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-1 D-1 D-5 D-5 D-5 D-5 D-1 D-5 D-1 D-1 D-3 F1 F5 (TYP)F4 (TYP)F4 F4 F4 F4 (TYP)F4 F4E F4 F4 1 2 2 2 'A' 'DS-MAIN' 'B' 33 3 3 3 D-1 FA1 F4 F4 EF-1 EF-2 EF-3 4 F10 10' -0" D-7 F10E 10' -0" 4 D-7 F10E 10' -0" D-7 4 F10E 10' -0" D-7 4 2 2 3 2 A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 NEW LOCATION OF RELOCATED DEVICE. 2 EXISTING LIGHTING IN THIS ROOM TO REMAIN, LOCATE AND PROTECT DURING CONSTRUCTION. PROVIDE NEW CIRCUITING AND CONTROLS AS INDICATED ON DRAWINGS. 3 CONNECT NEW LIGHTING TO EXISTING LIGHTING CIRCUIT WITHIN AREA OF REMODEL; FIELD VERIFY HOMERUN LOCATION; PROVIDE NEW CONTROLS AS INDICATED. 4 CIRCUIT VIA 8-RELAY LIGHTING CONTROL PANEL WITH ASTRONOMICAL TIME CLOCK, LEVITON EZ-MAX PLUS MODEL NO.RO8BD-### OR EQUAL. LOCATE ADJACENT TO PANEL WHERE LIGHTING IS CIRCUITED, OR AS INDICATED OTHERWISE ON DRAWINGS. PROVIDE RELAYS AS REQUIRED FOR CIRCUITS AND PROGRAM PER OWNERS DIRECTION. PROVIDE ADDITIONAL UNSWITCHED LEG AS NEEDED FOR CONNECTION TO BATTERY PACKS OF EMERGENCY FIXTURES. 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m P.E. JOB #1998 9/29/19 9/ 2 6 / 2 0 1 9 5 : 2 3 : 4 6 P M E1.0 LIGHTING PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O SCALE: 1/8" = 1'-0"1 LIGHTING PLAN 16'8'0" no. description date F JJ J TV AV TV J J F F 1 A B C 2 3 D 4 5 OPERATORY A205 OPERATORY A206 OPERATORY A207 OPERATORY A208 OPERATORY 137 OPERATORY 136 IT A212 EXAM 138 HALL A215 EXAM A216 XRAY A218 ELEC 132 RESTROOM 128 PROCEDURE A225 EXAM A226 EXAM A227 EXAM A228 EXAM A229 NURSE STATION A230 RECEPTION A231 PHARMACY A232 WAITING/RECEPTION A233 STORAGE A235 HALL A236 CORR. A240 EXAM 139 OPERATORY 140 LAB A244 RESTROOM A247 RESTROOM A248 KID ROOM A249 CONFERENCE 119BREAKROOM 118 RESTROOM 117 OFFICE 116 OFFICE 114 OFFICE 109 OFFICE 107 OFFICE 127 PLAY THERAPY 106 MECH/ELEC 124 RESTROOM 108 OFFICE 110 OFFICE 123 OFFICE 122OFFICE 113 OFFICE 115 OFFICE 121 OFFICE 126 STORAGE 141 CORR 131 LAB STORAGE 130 LAB 129 CORR 135OFFICE 111 MECH 142 RECEPTION 105 AC AC AC AC AC AC 42" TR TRTR TR TR TR 42" WAITING 102 TOILET 104 CORR. 112 CORR. 120 CORR. 125 EWC 42" 'A' 'DS-MAIN' 'B' 'D' 'DS-D' D-2 D-2 D-2 D-2 D-2 D-2 D-4 D-4 D-4 D-4 D-4 D-4 D-6 D-6 D-6 D-6 D-6 D-8 D-8 D-8 D-8 D-8 D-8 D-10 D-10 D-10 D-10 D-10 D-12D-12 D-12 D-12 D-12 D-12 D-10 D-14D-14 D-14 D-14 D-14D-14 1 D-16 D-16 D-16 D-16 D-16 1 D-18 D-18 D-18 D-18 D-20 D-20 2 D-35,37 #8'SD-11 D-11 D-11 D-11 D-11 D-11 D-13 D-13 D-13 D-13 D-13 D-17 D-17 D-17 D-17 D-17 D-15 D-15 D-15 D-15 D-15 D-15 D-19 D-19 D-19 D-19 D-21 D-21 D-21 D-21 D-21 D-23 D-23 D-23 D-23 D-22 D-22 D-22 D-22 D-22 D-24 D-24 D-24 D-24 3 AIR COMP. DENTAL VAC. 4 ACAC ACAC AC AC AC ACACACAC ACAC 5 6 7 5 6 7 7 7 5 6 7 B-23 B-30 B-26B-22 B-24 B-24 B-24 B-24 8 8 8 8 B-28 B-28 B-28 B-28 B-32 B-32 B-32 B-32 B-32 B-32 B-34 B-34 B-34 B-34 B-34 B-34 9 D-16 D-6 D-14 10 D-16 11 (ON ROOF) RT-3 (ON ROOF) RT-2 (ON ROOF) RT-1 12 12 D-25 13 D-27 DW R D-26 EF-4 WP 14 WP 14 WP 14 D-4 D-13 D-10 WH-1 D-31,33 #10's 'C' D-24D-24 15 15 RECIRC. PUMP A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 PROVIDE AND INSTALL 2-GANG, CONCRETE FLOORBOX. PROVIDE WITH DUPLEX RECEPTACLE AND DATA CONDUIT AS INDICATED ON DRAWINGS. FLOORBOX SHALL BE HUBBELL SYSTEMONE SERIES: CFB2G30CR, PROVIDE REQUIRED COVERPLATE TO MATCH NEW FLOORING SYSTEM. E.C. SHALL SAW CUT AND PATCH EXISTING FLOOR AS REQUIRED FOR INSTALLATION OF FLOORBOX; COORINATE WITH G.C. 2 CONNECTION TO RANGE HOOD, COORDINATE CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN. 3 INSTALL 1 1/4" CONDUIT FROM FLOORBOX TO ABOVE ACCESSIBLE CEILING FOR ROUTING LOW VOLTAGE CABLING. 4 POWER FOR EXISTING DENTAL AIR COMPRESSOR AND VACCUM SHALL BE RELOCATED TO NEW MECHANICAL ROOM. E.C. SHALL PULLBACK EXISTING CIRCUITS AND EXTEND TO NEW LOCATION. FIELD VERIFY EXISTING ROUTING. 5 POWER AND TV OUTLET IN CEILING FOR TV; FIELD VERIFY LOCATION WITH OWNER PRIOR TO ROUGH-IN. 6 POWER IN FLOOR FOR DENTAL CHAIR; FIELD VERIFY CONNECTION REQUIREMENTS WITH EQUIPMENT, SAWCUT AND PATCH EXISTING FLOOR AS REQUIRE TO INSTALL POWER TO CHAIR. 7 ALL 120V CIRCUITING FOR RECEPTACLES WITHIN EXAM OR OPERATORY ROOMS SHALL BE PROVIDED WITH A REDUNDANT GROUND OR MEDICAL GRADE MC CABLE. WIRING METHODS SHALL CONFORM TO NEC ARTICLE 517. 8 CONNECT TO EXISTING RECEPTACLE CIRCUIT WITHIN AREA; FIELD VERIFY. 9 (3) 2" CONDUIT SLEEVES FOR ROUTING OF LOW VOLTAGE CABLING(BY OWNER). STUB CONDUITS FROM IT ROOM TO ABOVE ACCESSIBLE CEILING IN HALLWAY OF NEW BUILDING. COORDINATE WITH OWNER. 10 POWER FOR MOTORIZED SCREEN; COORDINATE LOCATION AND CONNECTIONS WITH EQUIPMENT. 11 RECEPTACLE MOUNTED FLUSH IN CEILING FOR OVERHEAD PROJECTOR, VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH-IN. INSTALL J-BOX ABOVE CEILING MOUNTED TO STRUCTURE WITH A 10FT MC CABLE WHIP TO RECEPTACLE. 12 CONNECTION TO AUTOMATIC ADA DOORS; FIELD VERIFY CONNECTION LOCATION AND REQUIREMENTS WITH EQUIPMENT INSTALLERS. PROVIDE ALL REQUIRED ROUGH-IN AND CONNECTIONS TO PUSH-BUTTONS. 13 PROVIDE ELECTRICAL CONNECTION TO BUILDING MOUNTED SIGNAGE; FIELD VERIFY EXACT ROUGH-IN AND CONNECTION LOCATION WITH SIGN INSTALLER. ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL AND PROGRAM PER OWNER DIRECTION. 14 RECEPTACLE MOUNTED TO HVAC UNIT, COORDINATE MOUNTING WITH M.C. PRIOR TO ROUGH-IN. 15 EXISTING DEVICE TO REMAIN; LOCATE AND PROTECT DURING CONSTRUCTION. 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m P.E. JOB #1998 9/29/19 9/ 2 6 / 2 0 1 9 5 : 2 3 : 4 9 P M E2.0 POWER/DATA PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O SCALE: 1/8" = 1'-0"1 POWER/DATA PLAN 16'8'0" MECHANICAL - ROOFTOP UNIT SCHEDULE ID #VOLTS PH.MCA PANEL CIRCUIT FEEDER DISCONNECT SIZE DISCONNECT TYPE NOTES RT 1 240 V 3 25 A C 8,10,12 3/4"C.,3#8+1#10G 60 A FUSED/NEMA 3R 2 RT 2 240 V 3 28 A C 13,15,17 3/4"C.,3#8+1#10G 60 A FUSED/NEMA 3R 2 RT 3 240 V 3 25 A C 14,16,18 3/4"C.,3#8+1#10G 60 A FUSED/NEMA 3R 2 1. ROUTE FAN CIRCUIT THROUGH 2ND RELAY OF ROOM LIGHTING OCCUPANCY SENSOR AND SET DELAY TO 30 MIN. 2. E.C. SHALL PROVIDE LOCAL DISCONNECT SWITCH FOR EQUIPMENT; SIZE AND TYPE AS INDICATED IN SCHEDULE. IF FUSED DISCONNECT IS SPECIFIED FOR EQUIPMENT, FUSE PER EQUIPMENT NAMEPLATE RATING. 3. E.C. SHALL PROVIDE LOCAL DISCONNECT RATED, THERMAL-OVERLOAD SWITCH FOR EQUIPMENT; SWITCH RATING SHALL NOT BE LESS THEN CIRCUIT BREAKER SUPPLYING EQUIPMENT. 4. EQUIPMENT IS FACTORY SUPPLYED WITH DISCONNECT AND CONVIENENCE OUTLET; E.C. SHALL PROVIDE ALL NECESSARY CONNECTIONS. MECHANICAL SCHEDULE NOTES: MECHANICAL - EXHAUST FAN SCHEDULE ID #VOLTS PH.WATTS PANEL CIRCUIT FEEDER CONTROL NOTES EF 1 120 V 1 87 W D 5 1/2"C.,2#12+1#12G W/LIGHTS EF 2 120 V 1 87 W D 1 1/2"C.,2#12+1#12G W/LIGHTS EF 3 120 V 1 87 W D 5 1/2"C.,2#12+1#12G W/LIGHTS EF 4 120 V 1 100 W D 18 1/2"C.,2#12+1#12G TIMER SWITCH no. description date DS-MAIN 400A/3P FUSED SWITCH PANEL 'A' PANEL 'C' PANEL 'B' 1 EXISTING GUTTER INCOMING POWER 240/120V,3P,4W 'HIGH-LEG' 4 PANEL 'A' PANEL 'C' PANEL 'B' EXISTING GUTTER 200A/2P 2 PANEL 'D' 2" C., 3#3/0+1#6 GND 2" C., 3#3/0+1#6 GND 3 DS-MAIN 400A/3P FUSED SWITCH INCOMING POWER 240/120V,3P,4W 'HIGH-LEG' 5 2" C., 3#3/0+1#6 GND 6 *50,000 AIC *10,000 AIC *10,000 AIC *10,000 AIC *10,000 AIC 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m P.E. JOB #1998 9/29/19 9/ 2 6 / 2 0 1 9 5 : 2 3 : 5 0 P M E3.0 POWER RISER & SCHEDULES 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O KEY NOTES:# 1 E.C. SHALL REMOVE EXISTING UNUSED PANEL AND ALL ASSOCIATED CONDUIT AND CONDUCTORS THAT ARE NOT USED TO PROVIDE SPACE FOR NEW DISCONNECT SWITCH. FIELD VERIFY THAT ALL EXISTING CIRCUITS IN PANEL ARE ABANDONED. ANY CIRCUIT STILL IN USE SHALL BE MOVED TO PANEL 'B'. 2 PROVIDE AND INSTALL NEW 200A/2P ENCLOSED CIRCUIT BREAKER IN PLACE OF ABANDONED PANEL FOR FEED TO NEW PANEL 'D'. FIELD VERIFY PLACEMENT OF ENCLOSED CIRCUIT BREAKER PRIOR TO ROUGH-IN. 3 E.C. SHALL FIELD VERIFY CONNECTION OF FEEDER TO EXISTING DISCONNECT, DO NOT CONNECT TO HIGH-LEG OF SYSTEM. 4 EXISTING PANEL 'C' TO BE DISCONNECTED/REMOVED AND REPLACED WITH NEW 200A PANEL AS INDICATED. REMOVE FEEDER BACK TO SOURCE. EXISTING BRANCH-CIRCUITS TO BE DISCONNECTED, PULLED BACK AND THEN RE-CONNECTED TO NEW PANEL. 5 E.C. SHALL REPLACE EXISTING 2-BARRELL LUGS ON LOAD SIDE OF DISCONNECT WITH NEW 4-BARRELL LUGS TO ACCOMIDATE NEW PANELS. CONNECT NEW FEEDERS AND RECONNECT EXISTING PANEL FEEDERS TO NEW LUGS. 6 E.C. SHALL REPLACE EXISTING 400A FUSES WITH NEW BUSSMAN LOW-LEAK LPJ FUSES: PN: LPJ-400SP. SCALE: NONE1POWER RISER DIAGRAM - EXISTING SCALE: NONE2POWER RISER DIAGRAM - NEW S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: Power 592 VA 100.00% 592 VA Receptacle 19605 VA 75.50% 14803 VA TOTAL EST. DEMAND AMPS:127 A Other 5001 VA 100.00% 5001 VA TOTAL CONN. AMPS.:153 A Motor 261 VA 108.33% 283 VA TOTAL EST. DEMAND:30372 VA Lighting 3679 VA 100.00% 3679 VA TOTAL CONN. LOAD:36729 VA Electric Range - 3.5 kW to 8.75 kW 8000 VA 80.00% 6400 VA LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR EST. DEMAND PANEL TOTALS PANEL SUMMARY TOTAL AMPS:151 A 155 A TOTAL LOAD:18.1 kVA 18.6 kVA 41 ---- -- -- 0 0 1 20 A -- SPARE 42 39 SURGE PROTECTION DEVICE -- 30 A 2 0 0 1 20 A -- SPARE 40 37 ---- -- -- 4000 0 1 20 A -- SPARE 38 35 Electric Range - 3.5 kW to 8.75 kW 40 A 2 4000 0 1 20 A -- SPARE 36 33 ---- -- -- 2250 0 1 20 A -- SPARE 34 31 Water Heater 30 A 2 2250 0 1 20 A -- SPARE 32 29 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 30 27 Bldg. Signage LCP 20 A 1 500 0 1 20 A -- SPARE 28 25 ADA DOORS 20 A 1 400 180 1 20 A Receptacle-Dishwasher 26 23 Receptacle 20 A 1 1140 1080 1 20 A Receptacle 24 21 Receptacle 20 A 1 900 900 1 20 A Receptacle 22 19 Receptacle 20 A 1 720 680 1 20 A Range Hood 20 17 Receptacle 20 A 1 900 811 1 20 A Receptacle 18 15 Receptacle 20 A 1 1080 1247 1 20 A Receptacle 16 13 Receptacle 20 A 1 1080 1172 1 20 A Receptacle 14 11 Receptacle 20 A 1 1080 1080 1 20 A Receptacle 12 9 SPARE -- 20 A 1 0 1260 1 20 A Receptacle 10 7 Lighting-Exterior LCP 20 A 1 240 1130 1 20 A Receptacle 8 5 Lighting 20 A 1 1389 1072 1 20 A Receptacle 6 3 Lighting 20 A 1 1354 1260 1 20 A Receptacle 4 1 Lighting 20 A 1 964 1080 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKT PROVIDE PANEL WITH INTEGRAL SURGE PROTECTION NOTES: MFGR/MODEL:SQ. D/QO SERIES DIMENSIONS:20"W x 3.5"D x *"H FEED:TOP ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:200 A MOUNTING:SURFACE WIRES:3 PANEL AMPS:200 A FED FROM:DS-MAIN PHASES:1 PANEL TYPE:MBR GRAND PEAKS RENOVATION PANEL LOCATION: VOLTAGE:120/240 Single A.I.C. RATING:10k PROJECT NAME: PANEL: D PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: Power 592 VA 100.00% 592 VA Receptacle 23565 VA 71.22% 16783 VA Other 6408 VA 100.00% 6408 VA Motor 261 VA 108.33% 283 VA TOTAL EST. DEMAND AMPS:238 A Lighting 3679 VA 100.00% 3679 VA TOTAL CONN. AMPS.:239 A HVAC 26304 VA 100.00% 26304 VA TOTAL EST. DEMAND:98784 VA Existing Load 31000 VA 125.00% 38750 VA TOTAL CONN. LOAD:99399 VA Electric Range - 3.5 kW to 8.75 kW 8000 VA 80.00% 6400 VA LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR EST. DEMAND PANEL TOTALS PANEL LOAD SUMMARY TOTAL AMPS:374 A 381 A 73 A TOTAL LOAD:44.9 kVA 45.7 kVA 8.8 kVA 11 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 12 9 ---- -- -- 18605 8768 -- -- -- --10 7 PANEL D 200 A 2 18125 8768 -- -- -- --8 5 PREPARED SPACE -- -- -- 0 8768 3 200 A PANEL C 6 3 ---- -- -- 0 2880 -- -- -- --4 1 PANEL A 200 A 2 0 2580 2 200 A PANEL B 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT EXISTING MAIN DISCONNECT SWITCH WITH A HIGH-LEG (PHASE C) NOTES: MFG & MODEL:GE/FUSED DISC.DIMENSIONS:N/A FEED:TOP ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S FUSE AMPS:400 A MOUNTING:SURFACE WIRES:4 DISC. AMPS:400 A FED FROM: PHASES:3 DISC. TYPE:FUSED GRAND PEAKS RENOVATION LOCATION:ELEC 132 VOLTAGE:120/240 Wye A.I.C. RATING:N/A PROJECT: DISC: DS-MAIN PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER N = PROVIDE NEW BREAKER, SIZE & TYPE INDICATED A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL EST. DEMAND AMPS: 23 A TOTAL AMPS:22 A 24 A TOTAL LOAD:2.6 kVA 2.9 kVA 39 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 40 37 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 38 35 (E) LOBBY LIGHTS -- 20 A 1 0 0 -- -- -- PREPARED SPACE 36 33 (E) LOBBY PLUGS -- 20 A 1 0 1080 1 20 A N Receptacle 34 31 (E) GARAGE -- 20 A 1 0 1080 1 20 A N Receptacle 32 29 (E) DENTAL RM -- 20 A 1 0 500 1 20 A N Dental Chair 30 27 (E) DENTAL RM -- 20 A 1 0 720 1 20 A N Receptacle 28 25 (E) DENTAL RM -- 20 A 1 0 500 1 20 A N Dental Chair 26 23 LIFT PUMP 20 A 1 360 720 1 20 A N Receptacle 24 21 (E) DENTAL CHAIR -- 20 A 1 0 500 1 20 A N Dental Chair 22 19 (E) FRONT LTG/PLUGS -- 20 A 1 0 0 -- -- -- --20 17 (E) X-RAY -- 20 A 1 0 0 2 15 A -- (E) SERVER RM AC 18 15 (E) DENTAL BACK EXAM RM -- 20 A 1 0 0 1 20 A -- (E) PANO COMPUTER 16 13 (E) MESSAGE RM -- 20 A 1 0 0 1 20 A -- (E) DENTAL LAB 14 11 ---- -- -- 0 0 1 20 A -- (E) DENTAL OFFICE 12 9 (E) FRONT EXT. LIGHTS -- 20 A 2 0 0 1 20 A -- (E) EAST LAB PLUGS 10 7 ---- -- -- 0 0 1 20 A -- (E) WEST LAB PLUGS 8 5 (E) VACCUM -- 30 A 2 0 0 1 20 A -- (E) PRINTER 6 3 ---- -- -- 0 0 1 20 A -- (E) DENTAL CHAIR 4 1 (E) COMPRESSOR -- 30 A 2 0 0 1 20 A -- (E) DENTAL CHAIR 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKT EXISTING PANEL NOTES: MFGR/MODEL:SQ. D/QO SERIES DIMENSIONS:20"W x 3.5"D x *"H FEED:BOTTOM ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:200 A MOUNTING:SURFACE WIRES:3 PANEL AMPS:200 A FED FROM:DS-MAIN PHASES:1 PANEL TYPE:MBR GRAND PEAKS RENOVATION PANEL LOCATION: VOLTAGE:120/240 Single A.I.C. RATING:10k PROJECT NAME: PANEL: B PAYNE ENGINEERING LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING VOLTS LAMPS MFGR.CATALOG # APPROVED MFGR'S NOTES F1 EXIT SIGN W/ 90MIN BATTERY,THERMOPLASTIC, GREEN LED, SINGLE/DOUBLE FACE WALL OR CEILING 120-277 WITH FIXTURE LITHONIA LQM-S-W-3-G-20/277-EL N COOPER F2 2X2 LAY-IN GRID TROFFER RECESSED 120-277 LED-2900LM- 4000K COOPER LTG 22CZ2-29HE-UNV-L840-CD1-U LITHONIA 1 F2E 2X2 LAY-IN GRID TROFFER, W/ EMERG. BATTERY PACK RECESSED 120-277 LED-2900LM- 4000K COOPER LTG 22CZ2-29HE-UNV-EL14W-L840-CD1-U LITHONIA 1 F3 2X2 LAY-IN GRID TROFFER RECESSED 120-277 LED-3400LM- 4000K COOPER LTG 22CZ2-34HE-UNV-L840-CD1-U LITHONIA 1 F3E 2X2 LAY-IN GRID TROFFER, W/ EMERG. BATTERY PACK RECESSED 120-277 LED-3400LM- 4000K COOPER LTG 22CZ2-34HE-UNV-EL14W-L840-CD1-U LITHONIA 1 F4 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120-277 LED-1500LM- 4000K LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-EZ10 COOPER 1 F4E 6" ROUND RECESSED LED CAN, 0-10V DIMMING, W/ EM BATTERY PACK RECESSED 120-277 LED-1500LM- 4000K LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-EZ10-ELR COOPER 1 F5 4FT LED STRIP, 0-10V DIMMING SURFACE/ SUSPENDED 120-277 LED-3000LM- 4000K LITHONIA CLX-L48-3000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI COOPER F5E 4FT LED STRIP, 0-10V DIMMING SURFACE/ SUSPENDED 120-277 LED-3000LM- 4000K LITHONIA CLX-L48-3000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI-PS1050 COOPER F10 EXTERIOR LED WALL PACK WALL 120-277 LED-4656 LM-4000K COOPER LTG ISW-AF-800-LED-E1-SL3-SCBA F10E EXTERIOR ARCHITECTURAL LED WALL PACK, EMERG. BATTERY PACK WALL 120-277 LED-4656 LM-4000K COOPER LTG ISW-AF-800-LED-E1-SL3-SCBA-CWB LITHONIA 3 FA1 2FT LINEAR WALL FIXTURE WALL ABOVE MIRROR 120-277 LED N/A SELECTED BY OWNER; E.C. SHALL PROVIDE $200.00/FIXTURE ALLOWANCE 1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS. 2. FIXTURE TO BE CONTINUOUS ROW MOUNTED, LENGTH AS INDICATED ON DRAWINGS. PROVIDE REQUIRED ACCESSORIES/CONNECTORS FOR CONTINUOUS ROW MOUNTING. 3. SCBA - STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.) 4. FIELD ADJUST PENDANT LENGTH AS REQUIRED, VERIFY LENGTH WITH COUNTER AS DIRECTED BY ARCHITECT. 5. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHT OF FIXTURES. LIGHT FIXTURE SCHEDULE NOTES: 1. PROVIDE ADDITIONAL POWER PACKS; SENSOR SWITCH PP20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES. 2. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS. 3. REFER TO MANUFACTURER DOCUMENTATION FOR QTY AND SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENSOR(S) AND POWER/RELAY PACKS. 4. PROVIDE SECONDARY RELAY PACK; SENSOR SWITCH SP20 AS NEEDED TO PROVIDE DUAL-LEVEL SWITCHING OF FIXTURES. 5. PROVIDE 0-10V DIMMING CONDUCTORS (GREY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL. OCC. SENSOR/SWITCHPOD SCHEDULE NOTES: • E.C. SHALL BE REPSONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS TO FUNCTION AS INDICATED ON THE DRAWINGS AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. FOR AREAS WITH DAYLIGHTING CONTROL, THE DAYLIGHTING SET-POINTS SHALL BE COORDINATED WITH THE OWNER FOR EACH AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL PROGRAMMING/COMMISSIONING SHALL BE DONE BY A FACTORY CERTIFIED OR TRAINED PERSON. GENERAL LIGHTING CONTROL NOTES: LIGHTING OCCUPANCY SENSOR/SWITCHPOD SCHEDULE TYPE MFGR.CATALOG #DESCRIPTION NOTES APPROVED EQUALS CEILING SENSORS CD2 SENSOR SWITCH CM PDT 9 R DUAL-TECHNOLOGY, SMALL MOTION 360 DEGREE COVERAGE, LOW VOLTAGE, W/ISOLATED RELAY 1 COOPER CD3 SENSOR SWITCH CM PDT 11 R DUAL-TECH HALLWAY SENSOR, LOW VOLTAGE, W/ISOLATED RELAY 1 COOPER CD6 SENSOR SWITCH CMR PDT 9 DUAL-TECHNOLOGY, LINE VOLTAGE, SMALL MOTION 800W MAX LOAD COOPER WALL SENSORS WD1 SENSOR SWITCH WSX PDT-SA-**-DUAL-TECHNOLOGY, 1-POLE, NEUTRAL REQUIRED 2 COOPER WDD SENSOR SWITCH WSX-PDT-D-SA DUAL-TECHNOLOGY, 0-10V DIMMING, MANUAL ON 2,5 WP1 SENSOR SWITCH WSX-SA-**PASSIVE-INFRARED, 1-POLE, NEUTRAL REQUIRED 2 COOPER WALL SWITCHPODS SPD SENSOR SWITCH sPODM-SA-**-D LOW VOLTAGE PUSH-BUTTON SWITCHPOD, 1-POLE MANUAL ON W/DIMMING 2,3,4,5 COOPER S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:63 A TOTAL AMPS:73 A 73 A 73 A TOTAL LOAD:8.8 kVA 8.8 kVA 8.8 kVA 29 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 30 27 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 28 25 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 26 23 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 24 21 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 22 19 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 20 17 ---- -- -- 3137 2816 -- -- -- --18 15 ---- -- -- 3137 2816 -- -- -- --16 13 HVAC RT-2 40 A 3 3137 2816 3 40 A HVAC RT-3 14 11 ---- -- -- 0 2816 -- -- -- --12 9 ---- -- -- 0 2816 -- -- -- --10 7 (E) Rooftop Unit -- 40 A 3 0 2816 3 40 A HVAC - RT-1 8 5 ---- -- -- 0 0 -- -- -- --6 3 ---- -- -- 0 0 -- -- -- --4 1 (E) Rooftop Unit -- 40 A 3 0 0 3 40 A -- (E) Rooftop Unit 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT RE-CIRCUIT EXISTING HVAC UNITS TO PANEL NOTES: MFG & MODEL:SQ. D/QO SERIES DIMENSIONS:20"W x 3.5"D x *"H FEED:BOTTOM ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:200 A MOUNTING:SURFACE WIRES:4 PANEL AMPS:200 A FED FROM:DS-MAIN PHASES:3 PANEL TYPE:MBR GRAND PEAKS RENOVATION LOCATION:ELEC 132 VOLTAGE:120/240 Wye A.I.C. RATING:10k PROJECT: PANEL: C PAYNE ENGINEERING no. description date NOTES: 1. TYPICAL FOR WOOD AND METAL STUD ROUGH-IN. 2. PLASTER RINGS ARE NOT SHOWN. 3. LOCATE ALL DEVICE BOXES IN ACCORDANCE WITH CONSTRUCTIONS DRAWINGS, AND WITH ALL APPLICABLE SHOP DRAWINGS. 4. FOR FIRE RATED WALLS; IN ACCORDANCE WITH THE IBC, STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16SQ. IN. INSTALLED ON OPPOSITE SIDES OF WALLS OR PARTITIONS IN THE SAME STUD SPACE MUST BE SEPERATED BY A MINIMUM OF 24" HORIZONTAL DISTANCE OR THE REQUIRED PUTTY PAD IS INSTALLED ON THE STEEL BOXES. TYPICAL WALL OUTLETS BAR STRAPS (TYPICAL) TYPICAL OUTLET BOX AS REQUIRED FOR TYPE OF CONSTRUCTION PROVIDE CONDUIT SUPPORTS IN ACCORDANCE WITH NEC SPACING REQUIREMENTS FOR TYPE OF RACEWAY REQUIRED. BOX SUPPORT TYPICAL SWITCH BOX TEE BAR GRID POWER SUPPLY CONDUIT FOR CEILING OR WALL "J" BOX. SUPPORT WIRE BY ELECTRICAL CONTRACTOR INDEPENDENT OF CEILING SYSTEM. (TYPICAL) ACOUSTIC CEILING TILE SUPPORT CLIPS ALL SIDES ENTRANCE CONDUIT(S) 4" SQUARE BOX RAISED RING TO SUIT WALL RECEPTACLE - 20AMP RATED - SEE SPECIFICATIONS. NORMAL POWER COLOR - (SEE SPEC'S) COVER PLATE - STYLE & COLOR TO BE AS PER SPECIFICATIONS. CIRCUIT NUMBER TO BE WRITTEN ON BACK OF COVER W/FELT-TIP MARKER GREEN INSULATED GROUND CONDUCTOR LOAD ADDITIONAL 1-POLE LINE VOLTAGE OCC. SENSOR(S) AS PER DRAWINGS 1-POLE LINE VOLTAGE OCC. SENSOR PER DRAWINGS SWITCH PER DRAWINGS ROOM LTG 120/277V CIRCUIT PER DRAWINGS BLACK BLUE WHITE BL A C K BL U E WH I T E RED +24 VDC CONTROL OUTPUTBLU BLK COMMON POWER PACK LINE BL K RE D ( L I N E ) 120/277V WHITE (NEUTRAL) SWITCHING SCHEME AS INDICATED ON DRAWINGS CEILING SENSOR WH I T E (N E U T R A L ) S L O A D TO ADDITIONAL SENSORS AS INDICATED ON DRAWINGS NOTES: MAXIMUM OF 3 SENSORS PER POWER PACK. PROVIDE ADDITIONAL POWER PACKS AS REQUIRED 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m P.E. JOB #1998 9/29/19 9/ 2 6 / 2 0 1 9 5 : 2 3 : 5 1 P M E3.1 ELECTRICAL DETAILS 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O SCALE: NONEATYPICAL ROUGH-IN REQUIREMENTS DETAIL SCALE: NONEBRECESSED LIGHT FIXTURE DETAIL SCALE: NONECRECEPTACLE MOUNTING DETAIL SCALE: NONEDLINE-VOLTAGE, 1-POLE CEILING OCC. SENSORS SCALE: NONEELOW-VOLTAGE OCC. SENSOR W/OVERRIDE SWITCH no. description date