PZ - Building and Elevations SHEET INDEX
PROGRESS SET
AJ VILLAGE AT MERIDIAN ARCHITECTURAL SHEETS
A100 ARCHITECTURAL FOUNDATION PLAN
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A102 FLOOR PLAN
3243 EAST VILLAGE DRIVE
A103 ROOF PLAN
T
A201 EXT. ELEVATIONS PRINTED DATE
A301 WALL SECTIONS
A401 FLOOR FINISH PLANS E 10/23/202011:02:37 AM
MERIDIAN , ID 83646 A402 REFLECTED CEILING PLAN O
A501 WINDOW SCHEDULE & DETAILS v O
A502 DOOR SCHEDULE & DETAILS
a W O l0
PESPECTIVAL VIEW CONTACT LIST PROJECT DATA A503 INTERIOR ELEVATION CALLOUTS :10
A504 INTERIOR ELEVATIONS ] O
A601 DETAILS y Ul I
12MLOM / 0MV Jurisdiction A701 MILLWORK CALLOUTS C I
Castleview Hospital Puildinci Popartment Fire Popartment Puildinci Code A702 MILLWORK ] Q
Meridian Building Popt, Meridian Fire Popt, International Building Code 2015 ] O
CONTRACrOp 5fpucfupA %CA1 P1' 33 P Proadwaq Ave 5t 102 33 � Broadway{ Ave #204 International Fire Code 2014 � � Ul W
P'oger Knight Construction MJ Structural Pngineers Meridian, I P 83642 Meridian, Ib 83642 International Plumbing Code 2015 CIVIL SHEET r - -
Chase Bawden Ph; (206) 887-2211 Ph: (206) 888-12-54 International Mechanical Code 2015 C1 .00 SITE PLAN a
P'obert Condor y0 O U
chase@rogerknight,net 5673 5, P'edwood P'd, International duel Gas Code 2015 W O
2660 W 2590 5 5alt Lake City{, UT 84123 International Pnerclq Conservation Code 2015 0 Y
Salt Lake Cit Uf 8�}I19 National electrical Code 2014 N
q mjstructuralengineers,com
Ph. (801) 7�}6-1058 Ph: (801) 905-1097 STRUCTURAL SHEETS oUlJ
APCHIT�C�' Construction Tgpe Type IV S101 GENERAL STRUCTURAL NOTES O
(IBC Table 601) J
MACH pLUM�ING �NGIN��f?
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1 2 GENERAL STRUCTURAL RAL NOTES
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005 � 700 5 Suite 00
2 1 FOOTING AND FOUNDATION PLAN S 0 00 G
Occu anc Classiflcatlom O
Salt Lake Cit Utah 84109 922 W. Baxter brive, Suite 100 p q Business Group A-Restaurants
U (IBC Sec,30�}) d O
Contact(s) ; John navis 5outh Jordan, Uf 84095 S202 ROOF FRAMING PLAN
Ph. (801) 8�}9-8590 Occupancq Load; Business- 11,241.88 safe/ 100 s 112,41 Occ E N
e-mail John@Iagtondavisarchitects,com (IBC Sec,30�}) S301 SCHEDULES
Ph; (801) 487-0715 Total Occupant Load =115Occupants S302 SCHEDULES
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= Allowable�
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N G ate than 40'-0" Above d 2 5tor M U
CIVIC �NGIN��p ���C1121CA� �NGIN��f? Nq , rlesOfB S501 FRAMING DETAILS _
- (IBC Table 503) o re r an a xistinq Gra e ies axiumum
Benchmark engineering P'.ock�{ Mountain engineers S701 ROOF FRAMING DETAILS
_. Y _ _ _ - _ =_ - Chris Poulson 21115, 3600 W. Actual Nght, & Stories S702 ROOF FRAMING DETAILS
_ __ _ -" _ _ 9138 State St, #100 Of Bldq; Proposed Maximum Building Height I Story Proposed
- _ -_-- _ _ _ _ - 5alt Lake City{, Uf 84119 (IBC Table 50�},3)
Li 5andq, Uf 84010 Ph; (801) 566-0503 0
Chris@benchmarkcivi ,com # Allowable Building Area Allowable Area Calculation; AasCAr+C N5 x If)] x 5a Where le C P/P -0,25] x W/30
Project 20193 E
Ph;(801) 542-1192 C IBC Table 506,2)
(506,25) 0,15g[1,00-0,251 00/30 MECHANICAL SHEETS y OC
-- - - - - - - - = - 6�0T�CHNIC& �N61Wr' 1w5o5F= C9000 + (9000xo,�5 ) x1 Q 0
Allowable Area = 15,�50 sF M001 TITLE SHEET
AGP G C Applied eofech E
bou as P', Hawkes Actual Gross Floor Area; M201 MECHANICAL PLAN v w CO
g 11,248 5F Provided W
1130
600 West Sandy{ Parkway{ Exfts Width Requlred 0,2 inches required per occupant(113x0,2 = 22,6 inches) M701 MECHANICAL DETAILS & SCHEDULES 3 Q
Sandy{, Utah 84070 (IBC 10053,2) 12 � Q
Ph; (801) 566-6493 Exits Width Provided w
(IBC Table 1020,2) 144 Inches < Q
GENERAL ARCHITECTURAL NOTES Maximum Travel nistance Max Path of Egress; 200' MAX, (SFF SNFFT A002) PLUMBING SHEETS a J
(IBC Table 1011,2) d >
Common Path of Pgress Max Path of Egress(OL>30) s 15'-0" MAX, (5FF 5NFFf A002) P201 PLUMBING PLAN Q
(IBC Table 1006,2,1) P701 PLUMBING DETAILS & SCHEDULES ~
DEFERRED SUBMITTALS y - W Cn o
I. General contractor shall refer to all applicable construction procedures as provided in the project manuals supplemental conditions to the contract and as
stated below, Plumbing Fixtures (IPC 403,1) (IBC Table 2902,1) 3
2, Before performinq anq work or orderinq any{ materials, the contractor shall be responsible for verifging all conditions and dimensions of the work, The Gender Lavatories Water Closets f7rinkln Fountains Utili Sink w LJ
contractor shall be responsible for advising the architect of aniq discrepancies and/or conflicts between existing conditions and the construction documerrts Re uired Re uired Re uired Provided Re uired Provided ELECTR I CAL SHEETS co
prior to proceedinq with the work in question or related work, Male I Required required
56,5 1 Per 40 for the I Provided I Per 25 for the I Provided I Per 100 occ, 2 Provided 1 51nk Required I Provided E001 ELECTRICAL GENERAL SHEET
3, As a minimum standard, all work and materials installed shall be in strict accordance with all applicable codes, regulations and ordinances having jurisdiction first 80 occ. first 50 occ. o ^ I
Female I Re uired I required ` V
4, Install all manufacturer's items, materials and equipment in strict accordance with the manufacturers recommended specifications, unless otherwise 56 5 & I per 80 for 1 Provided 1 per 50 for Provided 112 Occ, E002 SITE PLAN
ecifical noted and reviewed b the architect, the remainder the remainder 2 Required
co
sp E101 LIGHTING PLAN
Familq exceeding 80occ, I Required exceeding 50 occ I required o
5 The contractor shall be responsible for becoming familiar with the project schedule and deadlines, and for advising the architect of all long lead time items 2 Provided 2 Provided E102 POWER PLAN '
and shall submit order confirmations of such long lead time items to the architect with deliveriq dates Total Required for Building
6, Installation of all selected materials shall be complete in all respects prior to final acceptance, Anil miscellaneous items or materials not specificalliq noted 3 Required 4 Required 2 Required Required E601 ELECTRICAL SCHEDULES
but required for proper installation shall be furnished bq the contractor. The contractor shall furnish to the owner all warranties and guarantees required at Total Provided for Building E602 ELECTRICAL SCHEDULES
Provided 4 Provided 2 Provided 2 Provided
the conclusion of the work,
7. The contractor shall not scale the drawings, dimensions shall govern in all cases. Large scale drawings shall g sovern over small scale detail d CHRONOLOGY
8, The general contractor shall maintain a current and complete set of construction drawings on the construction floor durinq all phases of the construction for SCM Or WOf?K
SYMBOL KEY AND LEGEND
use bu all trades This project will consist of construction of a new building.The owner is planning to construct an animal clinic,Construction to include sltework,foundation and slab, exterior
9, bimensions indicated are from face of wall to face of wall unless otherwise indicated. bimensions indicated for masonrq are nominal and interior walls,and finishes,As well as the framing of a new wood truss roof,
10, A separate permit is required for sign installation
11. Weldinq shall be performed in the shop bq an approved fabricator or certified welder under the supervision of the special inspector,
12, The general contractor shall coordinate with the owner the location of construction traffic for this project - 5FC110N - INTERIOR/FX1�R10R - f7FTAlI -� # ) GRIf7 REFERENCE y
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ELEVATION
13, Construction shall compliq with the accessibility requirements per the building code and the Americans with Pisabilities Act(Al2A) accessibilitiq guidelines,
14, "ul numbers shown on these documents are based on the latest issue of the underwriters laboratories, inc, Fire resistance directory{, ELEVATION a
15, Size, placement, and orientation of framing members on structural drawings override size, placement, and orientation of framing members shown on the
(D KFYNOT� 0 POOP,TA6, O WIN OW TA6, � REFERENCE � RFV1510N NUMFR y
architectural drawings, o
16, Sprinkler, plumbing, mechanical, or electrical contractors shall not penetrate or cut structural members without prior approval from the structural engineer,
17. Penetration bq conduits, ducts, and pipes of fire rated walls, and floors shall be provided with fire stop material that is tested bq the latest astm e-814 -A❑ WAIL TYPE TA6
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test VICINITY MAP
18. Protect all existinq fixtures, site construction, concrete and other such existinq finishes scheduled to remain, All damage to these areas shall be repaired W0017 507-
at the expense of the contractor, NON M161-If BEARING FARTN CONCRFI�
19. All exit doors shall swing in the direction of travel,
20 Provide solid 2x wood blocking within stud walls at all anchorage locations of cabinets, door stops, toilet room accessories and other wall anchorage items W0017 5TUt7 - MA50NRY WALL / CMU WOOt7 STUi7 -
W1;&f BEARING SECTION H
Anchorage through gypsum board alone is not acceptable,
21. Mechanical contractor shall furnish and general contractor shall install access doors in finish work as required for access to mechanical equipment, =
22, Owner will be responsible for and maintain builder's risk insurance throughout the project RIGIi7 INSULATION BATT IN5ILA11ON W0017 BLOCKING -
sEcrloN y PROJECT NO.
23, Contractor is responsible to obtain any{ and all permits associated with the work as included in these documents
24, Temporariq power- contractor is responsible for all costs associated with temporariq facilities includinq but not limited to, us west and public service, as o
GYPSUM BOAR? ® METAL PIYWOOt7 / OSB 20.065
further specified in section 01500, construction facilities and temporary{ controls in the project manual, r?- o
25, Contractor to notify owner, architect and engineer of aniy conflict in the drawings and shall not proceed until contractor has received written confirmation "
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as set forth above will result in contractor written clarification executed bit all parties, includinq the owner, Failure to secure being one-hundred percent i PROJECT
DWN BY/CHK BY
C 1007) responsible for all costs associated with the required corrective action, No additional time will be added to the schedule
26. All applicable zoning and planning documerrts will be issued with the construction documents. Zoninq and planning documents shall control, RSM/JLD
27. The contractor shall, before commencing work, verify) grades, lines, levels and dimensions shown on the drawings and shall report anil errors to the ABBREVIATIONS LOCATION
architect and owner, The contractor shall not proceed until such errors or inconsistencies are corrected In writing or inconsistencies TITLE
28. Fire Marshal shall receive all fire protection system information to include shop drawings, manufacturer's cut sheets for equipment installed, and
calculation for both fire suppression and fire alarm siystems - #Rusppo,
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29. All fire protection and detection systems shall transmit a fire alarm signal when extinquishing agent is flowing to an approved off site monitoring station A 5L.P. 5ee Landscape Prawings HOP'IZ Horizontal P',0, P.ou h 0 enin
-tamper si nal shall be transmitted when an control valve is moved towards a osition, which is not in a normal operation, All circuits shall be su ervised to q p q �� COVERSHEET
p g u p p p S,S,f7, 5ee Structural nrawings CMU Concrete Masonry{ Unit PO equal
indicate a trouble signal when a circuit is faulted, shorted or open, 5,P,f7, 5ee Plumbing Prawings FUP'P' Purrinq CONE Continuous 1' 14
30 The fire alarm and voice communication circuits shall be a class i'a'' for both initiatinq and indicating
31. The fire prevention bureau shall be notified three workin da s in advance to conduct the ins ection of all fire su ression and fire alarm s stems. S,P,n, See electrical brawings MANU� Manufacturer U,N,O, Unless Noted Otherwise
g p pp O.C. On Center 121A Piameter CONC Concrete 24X36 SHEET#
32, Provide for the Fire Marshal; manufacturer's test information for the interior wall and ceilinq finishes other than textiles shall be tested in accordance
GYP PP CAI Board f5 fube Steel NIC Not In Contract
with national fire protection association(nfpa) 286, The pass or fail test at 40 kw exposure, flames shall not spread to the ceiling 160 kw exposure, -�- "
flames shall not spread to the outer extremitiy of the sample on any{wall, flashover as defined in nfpa 286, shall not occur, total smoke released throughout klP: P'efer fo 0,17, Outside Piameter f,B,n, fo Be Potermined NOp
this test shall not exceed 1,000 m2, P.P. beck Bearing
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