Plans BUP2015 - 00175
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OUTLOT R TAIL UILDING 2 JUN IS 2015
CITYO TIGARD
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ARCHITECT INDEX • REPRESENTS SHEET SUBMITTED GENERAL NOTES u
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ARCHITECT OF RECORD SHEET DRAWING DESCRIPTION 1. ALL NEW WORK SHALL CONFORM WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE, 2014 VICINITY AND AREA MAPS
2106 PACIFIC AVE, SUITE 300 OREGON MECHANICAL, PLUMBING, ELECTRICAL SPECIALTY CODE AND ALL GOVERNING
TACOMA, WASHINGTON 98402 ARCHITECTURAL JURISDICTIONS' RULES, ORDINANCES, AND REGULATIONS. NOTE: EXISTING BUILDING PER 2010 n § sm
TEL: 253-627-4367 FAX: 253-627-4395 .
• G0.01 COVERSHEET OSSC CODES
0A2.01 OVERALL FLOOR PLAN AND SIGNAGE ELEVATION 2. CONSULT PLANS OF ALL TRADES AND CONSULTANTS, INCLUDING DESIGN-BUILD DOCUMENTS TO
STRU CTU RAL ENGINEER • A2.02 OVERALL REFLECTED CEILING PLAN
• A2.11 ENLARGED FLOOR PLAN & REFLECTED CEILING PLAN - JOY TERIYAKI VERIFY SIZE, LOCATION, WEIGHT, POWER AND OTHER REQUIREMENTS PRIOR TO BIDDING AND * �►''
BCRA AGAIN PRIOR TO BEGINNING WORK.
ENGINEER OF RECORD • A2.12 ENLARGED FLOOR PLAN AND REFLECTED CEILING PLAN - GREAT CLIPS >' ` - DOUG UG AS p
2106 PACIFIC AVE, SUITE 300
• A2.13 ENLARGED FLOOR PLAN AND REFLECTED CEILING PLAN ICON NAILS & BAR 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, NOTIFY THE ARCHITECT OF ANYr OB R
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TACOMA, WASHINGTON 98402 • A3.01 ASSEMBLY TYPES, WALL SECTIONS & DETAILS DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER-PROVIDED ` a,n. .w
TEL: 253-627-4367 FAX: 253-627-4395 • A3.02 DOOR SCHEDULE AND ROOM FINISH SCHEDULE INFORMATION, SITE CONDITIONS, MANUFACTURERS RECOMMENDATIONS, OR CODES, REGULATIONS c ', 'A T OMA, W
• A3.03 TYPICAL RESTROOMS OR RULES OF JURISDICTION HAVING AUTHORITY. �I , #5424
• A6.01 ROOF DETAILS �; ;
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MECHANICAL STRUCTURAL 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES SEQUENCES OR PROCEDURES REQUIRED BY THE GOVERNING JURISDICTIONS.
HENDERSON ENGINEERS, INC. • SO.01 GENERAL NOTES AND DRAWING LIST rfi
• SO.02 LEGEND, ABBREVIATIONS LIST, INSPECTION SCHEDULE, AND DESIGN CRITERIA
ENGINEER OF RECORD 5. PRIOR TO BEGINNING ANY WORK, VERIFY THE LOCATIONS OF ALL UTILITIES AND PROTECT THEM � d
8325 LENEXA DRIVE, SUITE 400 • S2.01 FLOOR PLAN RETAIL BUILDING J2 FROM DAMAGE. � y ,
• S2.02 ROOF PLAN RETAIL BUILDING 2 s
LENEXA, KANSAS 66214
• S2.11 ENLARGED FLOOR PLAN AND ENLARGED ROOF PLAN JOY TERIYAKI 210 �: ' rc' °
TEL: 913-742-5000 FAX: 913-742-5001 6. PRIOR TO BEGINNING WORK, PROTECT ALL EXISTING PORTIONS OF THE BUILDING FROM DAMAGE. a � �
PLUMBING • S2.12 ENLARGED FLOOR PLAN AND ENLARGED ROOF PLAN GREAT CLIPS 220 CONTRACTOR SHALL CLEAR AND REPAIR ALL EXISTING COMPONENTS AS NEEDED PRIOR TO r_
• S2.13 ENLARGED FLOOR PLAN AND ENLARGED ROOF PLAN ICON NAILS & BAR 230 TURNOVER TO OWNER.
• S4.01 TYPICAL CONCRETE DETAILS SITEt : �,rxy t :.
HENDERSON ENGINEERS, INC. FIRE PROTECTION 7. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS OFF SITE IN A LEGAL MANNER.
ENGINEER OF RECORD • F01.2 FIRE SITE PLAN
8325 LENEXA DRIVE SUITE 400F02.2 OVERALL FIRE SPRINKLER PLAN 8. PROVIDE APPROVED FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE MARSHAL. VERIFY
LENEXA, KANSAS 66214 LOCATIONS INDICATED IN CONSTRUCTION DOCUMENTS WITH THE FIRE MARSHAL AND ARCHITECT OUTLOT BLDG 2
• F11.2 FIRE SPRINKLER PLAN JOY TERIYAKI �2
TEL: 913-742-5000 FAX: 913-742-5001PRIOR TO FRAMING.
• FI2.2 FIRE SPRINKLER PLAN GREAT CLIPS 9, ALL DIMENSIONS INDICATED ARE TO FACE OF STUD, CENTERLINE OF COLUMN OR FACE OF x
• Fl 3.2 FIRE SPRINKLER PLAN ICON NAILS & BAR � ' ,M.> _ $„ ,��, , �•�.�,��<�'�r�: s �„
ELECTRICAL • F21.2 FIRE PROTECTION DETAILS CONCRETE UNLESS OTHERWISE NOTED. it , IIIi,�
ELECTRICALr
HENDERSON ENGINEERS, INC. • E10.2 OVERALL ELECTRICAL PLAN 10. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS.
ENGINEER OF RECORD • E11.2 ELECTRICAL PLAN JOY TERIYAKI
8325 LENEXA DRIVE, SUITE 400 11. VERIFY ALL DIMENSIONS, DATUMS, AND LEVEL PRIOR TO CONSTRUCTION.
LENEXA, KANSAS 66214
• E12.2 ELECTRICAL PLAN GREAT CLIPS
TEL: 913-742-5000 FAX: 913-742-5001 • E13.2 ELECTRICAL PLAN ICON NAILS & BAR
• E20.2 OVERALL ELECTRICAL ONE-LINE & SCHEDULES 12. DO NOT MODIFY THE WORK SHOWN EXCEPT WITH WRITTEN INSTRUCTIONS FROM THE ARCHITECT. xWITy
FIRE PROTECTION MECHANICAL _ z;
• MP01.2 OVERALL MECHANICAL AND PLUMBING PLAN 13. REPORT ANY CONFLICTS BETWEEN THE SPECIFICATIONS AND THE DRAWINGS BEFORE PROCEEDING. �. � O (n
• MP022 OVERALL MECHANICAL AND PLUMBING DETAILS ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF CONFLICTING INFORMATION SHALL
.
HENDERSON ENGINEERS, INC. BE DONE AT CONTRACTOR'S RISK. z
ENGINEER OF RECORD • MP11.2 JOY TERIYAKI MECHANICAL AND PLUMBING PLANS
8325 LENEXA DRIVE, SUITE 400 • MP12.2 JOY TERIYAKI MECHANICAL AND PLUMBING DETAILS 14. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED
LENEXA, KANSAS 66214 • MP13.2 JOY TERIYAKI MECHANICAL AND PLUMBING DETAILS ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST
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TEL: 913-742-5000 FAX: 913-742-5001 • MP21.2 GREAT CLIPS MECHANICAL AND PLUMBING PLANS BEAR THE NAME OF THE ARCHITECT. ui
• MP22.2 GREAT CLIPS MECHANICAL SCHEDULES AND DETAILS / viii
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• MP23.2 GREAT CLIPS MECHANICAL SCHEDULES AND DETAILS "e g
• MP31.2 ICON NAILS MECHANICAL AND PLUMBING PLANS O
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• MP32.2 ICON NAILS MECHANICAL AND PLUMBING DETAILS ny" T LO
• SRI SEISMIC RESTRAINT "" �-"- • - Z �'�'
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CODE INFORMATION PROJECT DESCRIPTION
LOCAL JURISDICTION: CITY OF TIGARD OCCUPANCY ANALYSIS CONT.) MEANS OF EGRESS THIS PROJECT CONSISTS OF LANDLORD WORK PER "EXHIBIT - B: LESSOR'S PRE-DELIVERY F_ t
CODES UTILIZED FOR NEW WORK: 2014 OREGON STRUCTURAL SPECIALTY CODE OSSC CONSTRUCTION REQUIREMENTS" PER THE LEASING AGREEMENT WITH THE FUTURE TENANTS (SEE O x
CODE(OSSC) 506.5.1 FOR ONE-STORY BUILDING WITH MIXED OCCUPANCIES THE TOTAL BUILDING REFER TO LIFE SAFETY PLAN FOR EGRESS CALCULATION FOR EACH TENANT LANDLORD CONSTRUCTION REQUIREMENTS ON ENLARGED TENANT FLOOR PLANS FOR DETAILS) p
2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) AREA SHALL BE DETERMINED PER 508.1 OCCUPANCY CLASSIFICATIONS PER 2014 OSSC SECTION 302 . :D p z
TENANTS WILL BE LOCATED IN AN EXISTING 12,022 SF RETAIL BUILDING AT 7500 SW DARTMOUTH ST O o
2014 OREGON PLUMBING SPECIALTY CODE (OPSC) OCCUPANT LOADS CALCULATED PER 2014 OSSC TABLE 1004.1 O
FUTURE TENANTS INCLUDE THE FOLLOWING:OR. J w
2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) 508.1 SAYS TO COMPLY WITH 508.2, 508.3 OR 508.4 NUMBER OF EXITS PER 2014 OSSC TABLE 1015.1 AND SECTION 1021 IN TIGARD,
2014 OREGON FIRE CODE (OFC) r- Q ° O
• JOY TERIYAKI (RESTAURANT) Lu d'
2014 OSSC CHAPTER 11 & 2009 ICC/ANSI A117.1 08.3 NON SEPARATED OCCUPANCIES 1007.1 ALL EGRESS COMPONENTS SHALL BE ACCESSIBLE AND CONTINUOUS TO A PUBLIC WAY � 2 Z y �
• GREAT CLIPS (HAIR SALON) o o
CODES UTILIZED FOR EXISTING BLDG: PER 2010 OSSC CODES Q o
CURRENT ZONING: C-G: GENERAL COMMERCIAL DISTRICT WITH PD: PLANNED 508.3.1 OCCUPANCY CLASSIFICATION. CODE REQUIREMENTS SHALL APPLY TO EACH 1014.3 COMMON PATH OF EGRESS TRAVEL MAXIMUM 75 FT AT A-2 & M OCCUPANCY, 100 FT AT B OCCUPANCY. ICON NAILS & BAR (NAIL SALON) a 2 �L
DEVELOPMENT ZONE & MUE: MIXED-USE EMPLOYMENT PORTION OF THE BUILDING BASED ON THE OCCUPANCY OF THAT SPACE PER 302.1. REFER TO SAFETY PLAN FOR ACTUAL DISTANCE
OCCUPANCY: ASSEMBLY A-2 (RESTAURANT) THE MOST RESTRICTIVE PROVISIONS OF CHAPTER 9 SHALL APPLY TO THE ENTIRE �vaara
BUSINESS B (HAIR & NAIL SALON) BUILDING. EXISTING BUILDING IS FULLY SPRINKLERED PER NFPA 13 ORDINARYOt 16.1 EXIT ACCESS TRAVEL DISTANCE MAXIMUM 250 FT FOR A-2 & M OCCUPANCY, 300 FT FOR B OCCUPANCY,
SHELL HAZARD GROUP 2 THIS SCOPE AND PERMIT IS SEPARATE FROM ACTUAL TENANT IMPROVEMENT WORK TO BE
MERCANTILE M
(SHELL) PERFORMED BY EACH INDIVIDUAL TENANT.
CONSTRUCTION TYPE: V-B 508.3.2 EXISTING BUILDING MEETS ALL MAXIMUM ALLOWABLE HEIGHT AND AREA FIRE-RESISTANCE RATINGS
SPRINKLERED: YES - NFPA 13 REQUIREMENTS FOR ALL OCCUPANCIES PER SECTION 503.1 (SEE CALCULATIONS TYPE V-B PER SEC 602.5 AND TABLE 601 AND 602 2014 OSSC)
NUMBER OF STORIES: 1
MAX. ALLOWABLE HEIGHT: 40'-0" ABOVE)
TOTAL EXISTING BUILDING HEIGHT: 32'-0" HOURLY FIRE-RESISTANCE RATING REQ PER TABLE PROVIDED REQ(
FRAME 0 HRS 0 HRSRS SITE DATA
SQUARE FOOTAGE PER STORY: 12,022 SF STRUCTURAL F
o ROOF CONSTRUCTION 0 HRS 0 HRS
m EXTERIOR NON-BEARING WALLS 0 HRS 0 HRS PARCEL #: MAP 1S136CD TAX LOT 04200 2S101BA TAX LOT 00101• AND
DATE�a 2S101A6, TAX LOT 01400
EXTERIOR BEARING WALLS 0 HRS 0 HRS SITE ADDRESS: 7500 SW DARTMOUTH ST. TIGARD, OR 97223 06.05.15
INTERIOR BEARING WALLS 0 HRS 0 HRS
REQUIRED/PROVIDED PARKING: AS DEFINED IN THE OVERALL SITE PLAN WITH MASTER PROJECT a
m INTERIOR NON-BEARING WALLS AND PARTITIONS 0 HRS 0 HRS
OCCUPANCY ANALYSIS LIFE SAFETY PLAN FLOOR CONSTRUCTION 0 HRS O HRS
39 ASSEMBLY A-2 JOY TERIYAKI - ASSEMBLY A-2 - I r - - r - - - - CTI'Y OF�'IGARD °ADD RE
TABLE 503: 960 SF UNCONCENTRATED TABLES & CHAIRS r - 1 +
C. CONSTRUCTION TYPE V-B MAX 40 FT HT MAX 6000 SF i m � - � `` 11 _r �� DEFERRED �' a OS CODE CUMPLiANCB 5935500_G001.dWg
C (DINING AREA)/15 SF PER OCC = �km App> t K �Tw
o' PER 506.3 300% AREA INCREASE FOR AUTOMATIC SPRINKLER 18,000 SF r 1 f �P�D
64 OCCUPANTS it __ __ __
MAXIMUM ALLOWED 24,000 SF ( ��� I ru= nt' a( MN AIM OTCt
�, -1 - I �� , moam a{ dC j . COVERSHEET
ul� BUSINESS B 640 SF COMM. KITCHEN/200 SF PER OCC = I I 0 plaad a✓ pe
TABLE 503 4 OCCUPANTS i _ _ �� Addreai - .�.•�' "'f°.��°.�.l�° :
CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 9000 SF w w w Suite#1
TOTAL 68 OCCUPANTS v v v 3hoptkawitW ...,°
PER 506.3 300% AREA INCREASE FOR AUTOMATIC SPRINKLER 27,000 SF L _ z z z
MAXIMUM ALLOWED 36,000 SF (2) EXITS REQUIRED, (2) EXITS PROVIDED I a A-2 N i B oN i BEi
Data
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MERCANTILE M GREAT CLIPS - BUSINESS B r a ��-
TABLE 503 1061 SF/
100 SF PER OCC = I OFFICE COPY" BC
M
CONSTRUCTION TYPE V-13 MAX 40 FT HT, MAX 9000 SF 11 OCCUANTS 1
' RAIN
PER 506.3 300% AREA INCREASE FOR AUTOMATIC SPRINKLER 27,000 SF (1) EXIT REQUIRED, (1) EXIT PROVIDED
N MAXIMUM ALLOWED 36,000 SF L r I U ( 1 SHM
Ld ICON NAILS & BAR - BUSINESS BI L J L
ACTUAL EXISTING BUILDING HEIGHT 32 FT 1204 SF/100 SF PER OCC = 1 -.,,
ACTUAL EXISTING BUILDING AREA 12,022 SF 13 OCCUPANTS
(1) EXIT REQUIRED, (1) EXIT PROVIDEDL_
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A �° +,++«,+,*, ,*,* `,y NEW CONCRETE SLAB, REFER TO STRUCTURAL. EXISTING OPEN SLAB TO REMAIN FOR FUTURE
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2. REFER TO ENLARGED TENANT PLANS FOR WORK IN EACH SPACE.
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WALLS OR ITEMS TO BE PROVIDED BY WALMART ' + ' '
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PRELIMINARY
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1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS
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2. REFER TO ENLARGED TENANT PLANS FOR WORK IN EACH SPACE.
LEGEND
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PRELIMINARY
LANDLORD CONSTRUCTION
REQUIREMENTS d
NNN 3
1. RESTROOMS PER PLANS
2. ELECTRICAL PANEL AND OUTLETS PER ELECTRICAL
3. PAINT EXISTING OPEN ROOF STRUCTURE BLACK 9
4 CLING GHTINGPOWER OUTLETS PER ELECTRICAL FOR TENANT'S FUTURE
LI
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5. HVAC SYSTEM PER MECHANICAL
' 28'-i" '-5"i I 6. PAR1170N WALLS PER PLANS 6
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GENERAL NOTES SDL
~ N
8.5 i I I I t
1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS
F2 \ ISI FROM DAMAGE DURING CONSTRUCTION.
omN
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E / L+ I / I WALLS OR ITEMS TO BE PROVIDED BY WALMART
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+ + f- + i- + + + +- + + T + + + + dI } +
+ + + + ; +I =+ T + + KITCHEN+ i- + + L-- + 1 - I I KITCHEN
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a I + + + \s + + + +SIM MEN I /}I \ I J \ MEN I I r T '} '' + NEW UNDER SLAB UTILITIES
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PRELIMINARY
LANDLORD CONSTRUCTION
REQUIREMENTS Im
1. ALL SEWER AND WATER HOOK UPS, INCLUDING SEPARATE WATER AND
SEWER METERS
2. ALL WALLS SHEET-ROCKED, TAPED, SANDED AND READY FOR PAINT
n n 3. A FLAT CONCRETE FLOOR READY FOR FLOOR COVERING
Y Y I 4. NEW ROOF MOUNTED HVAC SYSTEM. REFER TO MECHANICAL
5. ELECTRICAL SERVICE, PANEL AND OUTLETS PER ELECTRICAL
1
lo'-l" I 1 I 6. ELECTRICAL JUNCTION BOX PER ELECTRICAL TO SUPPLY TENANT'S
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EXTERIOR SIGNAGES.
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8. GFI BREAKERS, INCLUDING POWER FOR WATER HEATER AND DRYER,
PER ELECTRICAL sEu
1 I I I i 9. RESTROOMS PER PLANS
�i 10.
Com' � �� - OVERALL SHOPPING CENTER SYSTEM
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ALL LOW VOLTAGE LIFE SAFETY EQUIPMENT AND ALL FIRE CODE OR AS OF AN
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+ + + + T +II R
+ + + + + + + + + + i- + } +L�- - �¢ r + + 12. STUB PLUMBING FOR TWO TENANT SUPPLIED SHAMPOO SINKS PER
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+ + + + -F + T �+ + + + 9'-6" 15. FLOOR DRAIN PER PLUMBING
+ + 14-
+ + + + + + i °1g + i- 8 16. 4 WIDE WALL PER PLANS
+ i' Y g + T+ I 1- + + - + + .F N GLR - + + v + T= +
17. SUPPLY AND INSTALL LIGHT SWITCHES AND OUTLET PHASES IN
r - - + T + r BRUSHED CHROME FINISH PER ELECTRICAL
+ + -� } 1 + ;- + + + + + I I 18. EXHAUST FAN WITH CONTROL IN SALON AREA PER MECHANICAL
+ ILS �( I- + + + +-TOILET + - + + } TOILET
I + � + 3 + + - + + + + 2 i 0 I 19. 2'X4 DROP IN ACOUSTICAL CEILING PER ARCHITECTURAL
+ 4+ + I� ; + + + + + + �- + + + 20. 2'X4' FOUR-TUBE LAY-IN FIXTURES PER ELECTRICAL
+°O + 1 Iii II + + i- + + + + + - !- + + �-. F + -F
+ rr + 4L4=_ + J r + + + i- / + + + ; + + + + 21. INSTALL WIRING PER CODE FROM THE ELECTRICAL PANEL PER
ELECTRICAL PLANS AND INSTALL TENANT SUPPLIED LOW VOLTAGE
1 A3. 3 PENDANT LIGHTING, TRACK LIGHTING OR OTHER SPECIALTY LIGHTING.
N ? ; I _ / R2 s" SIM ' LLA
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I K SIE A I '� I�� � /� 1/4" Ir � � ' I 1
1. PROTECT, PATCH, & REPNR IXISTING WALLS FROM DAMAGE DURING
CONSTRUCTION.
Cn I 1 2. INTERIOR WALLS AND PARTITIONS EXTEND 6" ABOVE DROP CEILING
U ( I ( I' I UNLESS OTHERWISE NOTED.
_J I 1 ` - 1
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It r + -r ++ x i-+ NEW CONCRETE SLAB, REFER TO STRUCTURAL. ? Y
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PRELIMINARY
LANDLORD CONSTRUCTION ® s
REQUIREMENTS
1. A FLAT CONCRETE SLAB,ON GRADE READY TO RECEIVE TENANTS
FLOOR COVERING. "
2. ELECTRICAL SERVICE PER ELECTRICAL
n n n 3. HEATING AND AIR CONDITIONING ROOFTOP PER MECHANICAL
Y Y IY 4. DOMESTIC WATER UNE STUBBED TO PREMISES
PER PLUMBING
5. SANITARY SEWER MAIN LINE ACROSS REAR PER PLUMBING LL
20'-5" 6. TELEPHONE CONDUIT STUBBED AT REAR OF PREMISES PER g� I I
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+ + + +, . + + + + + SE CE + SERVICE+
4.
+ + + + + + + � + + + + + NEW CONCRETE SLAB, REFER TO STRUCTURAL.
+ + + + + REFERENCE TENANT PLANS FOR NEW UNDER
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I—fl l,)l i I Inc . I I SALES I` Z W
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I ' NO STOP AT CASED OPENING
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REF PLANS
CONTINUOUS SEALANT CONTINUOUS SEALANT
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EXISTING CAPILLARY BREAK AT RESTROOMS Z LL
CONCRETE SLAB 1 3/4" + O
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DIAGONAL 3
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MTL BRACING 20 GA CLIP ANGLE O
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EACH SIDE 2" X 20 GA CONTINUOUS MTL STRAP MTL STUDS AS ~ M
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PARTITION TYPES PARTITION GENERAL NOTES REMMM
INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE ALIGN FINISH W/ EXIST. WALL 1. STUDS CONTINUE TO DECK UNO. REF CAPTURE TRACK ----
5/8" GYPSUM BOARD DETAILS FOR DEFLECTION REQUIREMENTS.
"
CRIPPLE STUD HEADER HEADER MINIMUM EFFECTIVE
X2-1/2" METAL STUDS, 2. USE 5/8` TYP X GYPSUM BOARD ON FIRE RATED
CLEARANCE 1/4" - 3/8" LENGTH MEMBERS PROPERTIES PER STUD
F2 18 GAUGE ® 16" OC PARTITIONS
4-� \ 2' TO 6 (2) 6� X 18 GA 1x = 2.042 Sx = 0.670 SOUND ATTENUATION INSULATION, 3. CONTINUE FINISH MATERIAL TO A MINIMUM OF 6" ABOVE
r 6' TO 8 (2) 6 X 16 GA 1x = 2.518 Sx = 0.839 INSTALL FRICTION FIT i" MIN.
r \ 8' TO 10' 2 6" X 14 GA lx = 3.094 Sx = 1.031 IR GAP SUSPENDED CEILING SYSTEMS UNO.
DEFLECTION TRACK VERTICAL GYPSUM BOARD O TO MAINTAIN AIR GAP
1/2" CONTROL JOINT REF 10' TO 12' (2) 8" X 18 GA 1x = 4.134 Sx = 1.033 4. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO ��
5/8" TYPE X SPECIFICATIONS 12' TO 14' (2) 8" X 16 GA ix = 5.110 Sx = 1.277 TRANSLUCENT WINDOW FILM, INSTALL DECK UNO. MAINTAIN CLEARANCE BELOW STRUCTURE
GYPSUM BOARD 14' TO 16' (2) 8" X 14 GA Ix = 6.303 Sx = 1.576 PRIOR TO FRAMING, REF SPEC PER DEFLECTION TRACK DETAILS. 06.05.15
.: 16' TO 18' 10" X
.. ;.. ••, ;?• ; ::,. .,• •;.' ; , .;. lx = 12.325 Sx = 2.456 5. REF SPECIFICATIONS FOR LATERAL BRACING OF STUD eau ra.
� .. . . . .. 2 14 GA
1 5/8" DRYWALL 18' TO 26' (2) 12" X 16 GA 1x = 15.730 Sx = 2.334 SECT 3-5/8" METAL STUDS,
A PARTITIONS
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MTL STUD I INSULATION 0 RESTROOMS NO GO TO DECK FOR ALL WALLS LESS THAN 6 WIDE.
o 5/8" TYPE X (1) #10 TEK 5/8" GYPSUM BOARD REF 4/A3.01 FOR PARTITION WALLS AND 5/A3.01 FOR
i' GYPSUM BOARD SCREW AT EACH + DIAGONAL BRACING OF FULL HEIGHT STUD WALLS WHICH ASSEMBLY TYPES,
M INSTALL CONTROL VERTICAL STUD SPAN TO DECK.
n JOINT ON BOTH GYPSUM DOUBLE MTL STUD WALL SECTIONS
SIDES OF THE WALL VERTICAL GYPSUM BOARD SECT +
7. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS,
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o SPECIFICATIONS TOP TRACK 8. REFER TO A3.03 FOR PLYWOOD BACKER AT RESTROOMS. & DETAILS
SIDE ONLY ON ZINC CONTROL GYPSUM BOARD BOX BEAM SOUND ATTENUATION(2) STUD HEADERS i A6
SINGLE DOORS JOINT STRIP7 INSULATION
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HEADER CONNECTION DETAILCONTROL JOINT HEADER CONNECTION DETAIL 5/8" GYPSUM BOARD A3mOl
SCALE: NOT TO SCALE 2 SCALE: 1-1/2" = 1'-0" 1 SCALE: 1-1/2" _. 1'-0"
X = HEIGHT IN FEET WHERE NOTED; ALL OTHERS FULL HEIGHT PRELIMINARY
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DOOR SCHEDULE 9
DOOR SIZE DOOR FRAME FIRE DETAIL REFERENCE REMARKS DOOR [a=
NUMBER (W x H x D) TYPE MAT'L FINISH GLASS TYPE MAIL FINISH RATING HEAD JAMB SILL NUMBER
212A S-0" x 7'-0" x 1 3/4" F HM P102 -- A HM P40 -- 10/A3.01 11/A3.01 -- 1, 3 212A LL
213A S-0" x 7'-0" x 1 3/4° F HM P102 -- A HM P40 -- 10/A3.01 11/A3.01 -- 1, 3 213A
221A S-0" x 7'-0" x 1 '3/4" F HM P102 -- A HM P40 -- 10/A3.01 11/A3.01 -- 113 221A W
222A 3'-0" x 7'-0" x 1 3/4" F HM P102 -- A HM P40 -- 10/A3.01 11/A3.01 -- 2, 3 222A
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DOOR SCHEDULE ABBREVIATIONS DOOR SCHEDULE GENERAL NOTES
HM HOLLOW METAL 1. PAINT DOORS AND FRAMES AT INTERIOR SIDE OF RESTROOM ONLY.
P40 PAINT "GARDENIA" SW#6665 TENANT SIDE READY FOR PAINT BY TENANT.
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3. REFER TO SPECS FOR HARDWARE GROUP. DOU LA�
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210 JOY TERIYAKI DINING EC -- G -- -- G -- -- G -- -- G -- F P94 -- 1,2 210 ? L
211 KITCHEN EC -- G -- -- G -- -- G -- -- G -- F P94 -- 1,2 211
212 1 MEN EC RB1 NRP1 G R81 NRP1 G RB1 NRP1 G RB1 NRP1 G G P33 8'-0" -- 212 m 0
213 WOMEN EC RB1 NRP1 G R61 NRP1 G RB1 NRP1 G R81 NRP1 G G P33 8'-0" -- 213
220 GREAT CUPS (SALES) EC -- G -- -- G -- -- G -- -- G -- ACT FF 9'-6" 1,2 220 F- is
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221 TOILET EC RB1 NRP1 G RB1 NRP1 G RB1 NRP1 G RB1 NRP1 G ACT FF 9'-6" -- 221 =O O 00
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SCHEDULE FINISH KEY SCHEDULE MATERIAL KEY ROOM FINISH SCHEDULE NOTES
MA81S EI115H COLOR DESCRIPTION A CONCRETE 1. ALL WALLS SHEET-ROCKED, TAPED, SANDED AND READY FOR PAINT BY
ACT ACOUSTICAL CEILING SYSTEM WHITE 24" x 48" x 5/8" F OPEN TO STRUCTURE TENANT.
EC NATURAL COLORED CONCRETE -- G GYPSUM BOARD 2. FIAT CONCRETE FLOOR READY FOR FLOOR COVERING BY TENANT.
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KEYNOTE LEGEND
10.03 ELECTRIC HAND DRYER
10.06 TOILET PAPER HOLDER <
10.07 SANITARY NAPKIN DISPOSAL
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10.12 TOILET SEAT COVER DISPENSER
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DECK DECK
ANGLE FRAME REQD FOR 0��0��0
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RTU DIRECTLY ON ANGLE FRAME. IN ACCORDANCE WITH 06.05.15
CURB CAN BEAR DECK IF
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LESS THAN 10"X10"
REF STRUCTURAL INSTRUCTIONS STORM COLLAR.
3 NON — STRUCTURAL CURB SKYLIGHT CURB REF MECH JURISDICTION WRAP PIPE WITH WHERE APPROVED BY LOCAL GDD ME
� FULLY ADHERED FLASHING
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WOOD NAILER N WOOD NAILER [ [ T
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'2 REQUIRED LARGER THAN 6" CONDENSATE PIPE PENETRATIONS
N REF STRuc STRUCTURAL CURB (A H U ) STRUCTURAL CURB REFFLUEMECH SPECIFIICREF CATIONS MANUFACTURER SYSTSHM
EMUSE RUBBER SEAL
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URB FLUE PENETRATION PENETRATION
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PRELIMINARY
GENERAL DRAWING LIST ® $
SUBMITTALS: w
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR THE FOLLOWING ;d
ITEMS: S0.01 GENERAL NOTES AND DRAWING LIST
S0.02 LEGEND,ABBREVIATIONS LIST, INSPECTION QQ
REINFORCING STEEL SCHEDULE,AND DESIGN CRITERIA Y
-CONCRETE MIX DESIGN
S2.01 FLOOR PLAN RETAIL BUILDING#2
IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF 52.02 ROOF PLAN RETAIL BUILDING#2
THE STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. ITEMS DESIGNED BY OTHERS SHALL BEAR THE SEAL
AND SIGNATURE OF THE STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN,AND SUBMITTED TO THES2.11 ENLARGED FLOOR PLAN AND ENLARGED Lj
ARCHITECT/ ENGINEER FOR REVIEW. ONCE APPROVED,THEY SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. ROOF PLAN JOY TERIYAKI 210
TESTING AND INSPECTIONS: S2.12 ENLARGED FLOOR PLAN AND ENLARGED v
ROOF PLAN GREAT CLIPS 220
TESTING AND INSPECTION TO CONFORM TO IBC CHAPTER 17 AND 1703, 2009 EDITION. ALL PREPARED SOILS AND BEARING SURFACES SHALL BE S2.13 ENLARGED FLOOR PLAN AND ENLARGED
INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOILS COMPACTION SHALL BE SUPERVISED BY AN ROOF PLAN ICON NAILS& BAR 230 c
APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER. �- N
S4.01 TYPICAL CONCRETE AND STEEL DETAILS
MISCELLANEOUS:
SDL
CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD PRIOR TO PROCEEDING. CONTRACTOR SHALL
NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF
DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS,THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT/
ENGINEER BEFORE PROCEEDING. NOTED DIMENSIONS TAKE PRECEDENCE-DO NOT SCALE DRAWINGS.
CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL (LU C T URq
EXCAVATIONS,AS REQUIRED,AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE `� ED PROpFSS!
REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN ��, G} /p✓
STRENGTH. 1 4OPE f l
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED
TO PERFORM THE WORK.
OREGON ,.b
SITE WORK qy 13 '�J
ALL EARTHWORK, MATERIAL, BACKFILL,AND COMPACTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL N }(U�
REPORT. EXCAVATE TO DEPTH SHOWN AND TO FIRM UNDISTURBED MATERIAL. OVER-EXCAVATIONS SHALL BE BACKFILLED WITH LEAN CONCRETE EX RES 61301
AT THE CONTRACTOR'S EXPENSE. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR
MATERIAL, SLAB OR TEMPORARY BRACING.
CONCRETE
CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE IBC
MATERIALS:
CEMENT ASTM C150, Type I or Type II
COARSE AND FINE AGGREGATE ASTM C33
WATER Clean and Potable
STRENGTH: W/C MAX
SLABS 3000 (psi @ 28 days) 0.40
ADMIXTURES:
WATER REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494,AND BE USED IN STRICT
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CACL2 OR OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED.
AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C 260 SHALL BE USED IN ALL CONCRETE MIXES FOR FLATWORK WHICH IS EXPOSED TO WEATHER.
THE AMOUNT OR ENTRAINED AIR SHALL BE IN ACCORDANCE WITH ACI 301 AND MEASURED IN THE FIELD AT THE DISCHARGE END OF THE PLACING HOSE.
MISCELLANEOUS:
WATER/CEMENT(W/C) RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. W/C RATIO SHALL BE
DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM W/C RATIO SHOWN ABOVE.
FIELD-MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. r^
THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN vHJ
CONFORMANCE WITH IBC SECTION 1905. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT,AS WELL AS 7
THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE SPECIFICATIONS. z
FORM WORK SHALL FOLLOW RECOMMENDED PRACTICE FOR CONCRETE FORM WORK,ACI 347. z
IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE,A MOIST CURE SHALL BE APPLIED TO THE CONCRETE w
FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. SEE SPECIFICATIONS FOR CURING REQUIREMENTS. N
REINFORCING STEEL: Z
DEFORMED BAR REINFORCEMENT ASTM A615-GR. 60 O O
SPECIAL DUCTILE QUALITY(SDQ)DEFORMED BARS ASTM A706-GR. 60 LOW ALLOY Z
WELDED WIRE FABRIC ASTM A185&ASTM A82
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FY=65KSI J Y
DEFORMED BAR ANCHORS ASTM A496
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SDQ REBAR SHALL BE USED IN DUCTILE FRAME MEMBERS AND SHEAR WALL BOUNDARY ELEMENTS. ASTM A615,GR.60 REBAR MAY ALSO BE USED IN J O
THESE MEMBERS AND ELEMENTS IF THE ACTUAL FY PER MILL TESTS DOES NOT EXCEED THE SPECIFIED FY BY MORE THAT 18 KSI AND THE RATIO OF THE
ACTUAL FU TO THE ACTUAL FY IS NOT LESS THAN 1.25. MILL TEST CERTIFICATIONS FOR SDQ ASTM A615,GR.60 REBAR SHALL BE SUBMITTED TO THE L--
OWNER'S SPECIAL INSPECTOR AND ARCHITECT/ENGINEER PRIOR TO PLACING THE REBAR.
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DETAIL, FABRICATE,AND PLACE PER ACI 315 AND ACI 318. SUPPORT REINFORCEMENT PER CRSI MANUAL OF STANDARD PRACTICE, MSP-1. O �0�/ =
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BEAMS STIRRUPS AND COLUMN TIES 1 1/2" O 2 (Q9
SLAB BARS 3/4"TYP, 1" FOR RATED CONST. I— J X W
NONSTRUCTURAL SLAB-ON-GRADE MID-DEPTH o O
WALL BARS: INTERIOR FACES 3l4" w 2 Z � d
EXPOSED TO EARTH OR WEATHER 1 1/2"(NO. 5 AND SMALLER) J
2"(NO. 6 AND LARGER) a <J Ln 0
FOOTING: BOTTOM 3", TOP 1 1/2",SIDE 2" �
ELECTRICAL CONDUIT SHALL NOT BE PLACED WITHIN A SLAB-ON-GRADE, BUT SHALL BE PLACED BELOW THE SLAB IN THE SUB-BASE. REVISM
WELDING OF REINFORCING, WHEN APPROVED BY ARCHITECT/ENGINEER, SHALL BE PER AWS D1.4 REINFORCING STEEL WELDING CODE. REBAR TO BE
ASTM A706, GR. 60 LOW ALLOY. USE E70XX WELDING ELECTRODES WHEN WELDING TO STRUCTURAL STEEL AND E90XX WHEN WELDING TO REBAR.
GROUT FOR BEARING PLATE:
FOR BASE BEARING PLATE, GROUT SHALL BE NON-SHRINK TYPE WITH MINIMUM F'C=8,000 PSI.
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GENERAL SYMBOLS LEGEND WOOD / LIGHT GAUGE ABBREVIATIONS LIST INSPECTION SCHEDULE
SYMBOLS LEGEND
AB ANCHOR BOLT JBE JOIST BEARING ELEVATION Verification and Inspection Continuous Periodic Comment
A O2 ADDL ADDITIONAL JNT JOINT Fabrication and Erection/Placement X See Note 12
1.00 ADJ ADJUSTABLE JST JOIST
HOLDOWN } } OTHER WALLBOVE AFF ABOVE FINISH FLOOR High Strength Bolts N/A Turn-of-nut method. See Note 13
AMPL AMPLITUDE K KIP (1,000 LBS)
Welding (structural) See Note 5
Qn. ANCH ANCHOR KSF KIPS PER SQ FT
DETAIL BOX SHEET ARCH ARCHITECTURAL Complete and Partial Penetration Groove X y
ADDRESS NUMBER L LENGTH (LONG)
POST ABOVE _______ WALL BELOW B/ BOTTOM OF LB POUND Multi-Pass fillet X
BF BRACED FRAME LF LINEAL FOOTSingle Pass fillet > 5/16" X
SECTION CALLOUT p BLDG BUILDING LGA LIGHT GAUGE w
BLKG BLOCKING LL LIVE LOAD w Single Pass fillet < 5/16 X See Note 4
PSIPOST BELOW BEARING WALL BM BEAM LLH LONG LEG HORIZONTAL In Floor and Roof deck X See Note 4
BMU BRICK MASONRY UNIT LLV LONG LEG VERTICAL � N
BOT BOTTOM Loc LOCATION Anchors and studs X See Note 4
MAY BE USED TO — — S1 00 — — — BRG BEARING LONGIT LONGITUDINAL Cold-formed steel N/A See Note 4 s
FURTHER IDENTIFY BSMT BASEMENT LSH LONG-SLOTTED HOLE
EXTENTS OF [ JOIST HANGER __ SHEARWALL ABOVE BTWN BETWEEN Stairs and railing systems N/A See Note 4
ELEVATION MATL MATERIAL Welding (reinforcement) N/A See Note 9
C CAMBER MAX MAXIMUM
ELEVATION CALLOUT CC CENTER TO CENTER MECH MECHANICAL Steel detailing and placement X
SW_? CIP CAST IN PLACE MFR MANUFACTURE(R) Reinforcing placement X See Note 12 ���CT UR
BEAM SHEARWALL///k SHEARWALL TYPE CJ CONSTRUCTION, MIN MINIMUM r� q
CONTROL JOINT MISC MISCELLANEOUS Reinforcing welding See above o PROFESS!
CL CENTERLINE
Anchor bolts X
CLR CLEAR NIC NOT IN CONTRACT uU-1or bos �` 1 aOPE P
JOIST CMU CONCRETE MASONRY UNIT NO. NUMBER I-1 Concrete sampling and test specimen preparation X
1 1 COL COLUMN NOM NOMINAL afConcrete / shotcrete placement X
CONC CONCRETE NS NEAR SIDE U OREGON
OR SHEARWALLCONN CONNECTION N-S NON-SHRINK 0 Concrete curing X q"13
CONST CONSTRUCTION NTS NOT TO SCALE
S1.00 DRAG' CONT CONTINUOUS NW NORMAL WEIGHT v Prestressed N/A See Note 6 SbN �
CONNECTION CONTR CONTRACTOR Precast erection X EX RES 61301
SHEATHING SIDE COORD COORDINATE OC ON CENTER Posttensioned X See Note 7
DETAIL CALLOUT CP COMPLETE PENETRATION OD OUTSIDE DIAMETER
CTR CENTER O.F. OUTSIDE FACE Mortar proportions X
CTRD CENTERED OPNG OPENING
CY CUBIC YARD OPP OPPOSITE, } Mortar joints X
A OPPOSITE HAND Block and reinforcing placement X See Note 12
DB DIVIDER BEAM Z
DBA DEFORMED BAR ANCHOR PAF POWDER ACTUATED O Reinforcing welding See above
DBL DOUBLE FASTENER Q Grout placement X
DE DECK EDGE PB POST BELOW
DET DETAIL PEN PENETRATION Grout sampling and test specimen preparation X
DIA DIAMETER PL PLATE; PROPERTY LINE Anchorages (incl. connection to other construction) X
GRIDS DIAG DIAGONAL PLYWD PLYWOOD
DKG DECKING PP PARTIAL PENETRATION INSPECTION SCHEDULE NOTES:
A WP - DN DOWN PSI POUNDS PER SQ IN WP WP DO DITTO PSF POUNDS PER SQ FT 1. ALL ITEMS MARKED WITH AND "X"SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A REGISTERED SPECIAL INSPECTOR FROM AN APPROVED TESTING AGENCY. THE
Y
DWF DEFORMED WIRE FABRIC P-T PRESSURE-TREATED TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION RECORDS TO THE ARCHITECT, ENGINEER,AND DESIGN-BUILDER. THE TESTING AGENCY SHALL
WORK POINTS DWG DRAWING P(r POST-TENSIONED NOTIFY DESIGN-BUILDER IMMEDIATELY OF ANY DISCREPANCIES THATARE FOUND.
DWL DOWEL 2. ALL MANUFACTURER DESIGNED AND PREFABRICATED COMPONENTS SHALL CONFORM TO SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF THE IBC AS DEFINED BY THE
R,r RADIUS REGISTERED PROFESSIONAL
EA EACH RD ROOF DRAIN 3. SPECIAL INSPECTIONS REQUIRED SHALL NOT BE QUIRED WHERE THE FABRICATOR IS APPROVED IN ACCORDANCE WITH SECTION 1704.2.2 OF THE IBC.
COMPACTED UNDISTURBED EE EACH END REF REFERENCE 4. PERIODIC SPECIAL INSPECTION IS ACCEPTABLE PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF THE
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EW EACH WAY SHT SHEET 10.LEVEL 1 SPECIAL INSPECTIONS. LEVEL 2 SPECIAL INSPECTIONS ARE REQUIRED FOR ESSENTIAL FACILITIES PER TABLE 1604.5 OF THE IBC. IN ADDITION TO LEVEL 1 SPECIAL w
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INFORMATION AND DEMOLITION NOTES 133
DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS 1. CONTRACTOR MUST VISIT THE BUILDING TO 1. THE DESIGN SHOWN ON THESE CONTRACT
PROVIDED BY THE FOLLOWING CONTACTS: DETERMINE THE FULL EXTENT OF THE EXISTING FIRE DOCUMENTS HAS BEEN PREPARED FOR APPROVAL BY
` PROTECTION WORK AND THE EXISTING CONDITIONS, THE AUTHORITY HAVING JURISDICTION AND TO
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FIRE SPRINKLER REVIEWING AUTHORITY: BECOME TOTALLY FAMILIAR WITH DISCONNECTIONS, PROVIDE GUIDANCE FOR BIDDING. THE CONTRACTOR
a, KAREN MOHLING, DEPUTY FIRE MARSHAL REMOVALS, RELOCATIONS AND/OR RECONNECTIONS SHALL SUBMIT COMPLETE FIRE SPRINKLER SHOP N
(503) 259-1512 OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, DRAWINGS AS REQUIRED BY SPECIFICATION SECTION
AND CONDITIONS IN THE PROPOSAL FOR THIS 01330. CONTRACTOR SHALL BASE SHOP DRAWING �r
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TINA ALEXANDER, TUALAIiN VALLEY WATER DISTRICT FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, SPECIFICATIONS. SPRINKLER SHOP DRAWINGS SHALL
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�. LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATION
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ALL EXISTING FIRE PROTECTION COMPONENTS NOT INFORMATION NECESSARY TO CLARIFY THE INTENT OF N
APPLICABLE CODES INTENDED TO BE REUSED. SIZES, SPRIINSTALLATION.KLEROSPACNGRANDALL ALLPROVIDE S STEM PIPE
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` - AN APPROVED DUMPING SITE AND CLEAN ALL FIRE DESIGN OF THE SYSTEM OR IN MATERIALS OR
NFPA STANDARDS EDITION PROTECTION WORK PRIOR TO PROJECT COMPLETION. EQUIPMENT USED MUST BE APPROVED IN WRITING VIA
swDq NFPA 13 2013 THE REQUEST FOR INFORMATION PROCESS BY THE
4. PERFORM ALL WORK ACCORDING TO THE PROJECT FIRE PROTECTION ENGINEER OF RECORD PRIOR TO
REFER TO SHEET Cl FOR APPLICABLE BUILDING CODES PHASING SCHEDULE INFORMATION FOR THIS PROJECT. ANY BIDDING, FABRICATION, OR INSTALLATION. PA
PROVIDE ALL NECESSARY FIRE PROTECTION WORK,
TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER 2. CONTRACTOR SHALL COORDINATE LOCATIONS OF FIRE
°* MEANS NECESSARY, TO CONFORM TO THE REQUIRED PROTECTION COMPONENTS INCLUDING PIPING, ALARMS, 84G39FE
CONSTRUCTION PHASING OF THE PROJECT. DRAINS, TEST POINTS, ETC., WITH ALL
ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND
EXISTING 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR ELECTRICAL COMPONENTS. OBSTRUCTIONS TO
REPLACING ITEMS DAMAGED DURING DEMOLITION AND SPRINKLER DISCHARGE MUST BE CONSIDERED DURING
EXISTING 8" BACKFLOW CONSTRUCTION. SHOP DRAWING PRODUCTION AND INSTALLATION.
FIRE SPRINKLER PREVENTER EXTRA SPRINKLERS MAY BE REQUIRED AT NO
LEAD IN 6. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ADDITIONAL COST TO THE OWNER. REFER TO
ADJACENT SURFACES LEFT UNUSED AFTER EXISTING SPECIFICATION FOR ADDITIONAL REQUIREMENTS. EFIRES: 12/31/2015 I
RETAIL 1 SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND Olid b
VACATED FROM THESE HOLES. 3. SUBMIT A REQUEST FOR INFORMATION (RFI), FOR
QUESTIONS RELATED TO THE FIRE PROTECTION
RETAIL 2 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND DOCUMENTS.
MAINTAINING FIRE DEPARTMENT ACCESS ROADS FLENGINEERS!
HENDERSON
THROUGHOUT THE PROJECT. 4. ROUTE ALL SPRINKLER MAINS ABOVE THE BOTTOM
CHORD OF THE BAR JOISTS.
CD
" 8. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE
DEMOLITION SHALL BE LEFT IN SERVICE. 5. PROVIDE FIRE PROTECTION AS REQUIRED BY CODE 8345 LENEXA DRIVE,SUITE 300
EXISTING 6 FOR ANY TEMPORARY STRUCTURES BUILT DURING L13 2500 KFAx94
LINE TO REMOTE ` 9. ALL WORK SHALL BE PERFORMED SO AS TO NOT CONSTRUCTION. rr�9www.ho rax .com13 5001
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4 ADJACENT TENANTS A MINIMUM OF 48 HOURS IN OFF-SITE CENTRAL STATION INCLUDING TAMPER
ADVANCE BEFORE PROCEEDING WITH THIS WORK. SWITCHES ON ALL CONTROL VALVES AND FLOW
EXISTING FIRE ALL WORK SHALL BE SCHEDULED IN ADVANCE. SWITCHES.
DEPARTMENT . \fes 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE 7. IF APPLICABLE, THE CONTRACTOR SHALL ASSUME
CONNECTION END OF EACH WORKDAY. THAT ANY CURTAIN BOARDS OR DRAFT CURTAINS
(tb WILL BE INSTALLED PRIOR TO THE SPRINKLER PIPING.
11. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER
i THE SCOPE OF THE PROJECT HAVE BEEN SHOWN. PENETRATIONS OF THE CURTAIN BOARDS OR DRAFT
INFORMATION SHOWN AS EXISTING TO REMAIN IS NOT CURTAINS AND SEALING WITH APPROVED FIRE
BEING MODIFIED AS A PART OF THIS PROJECT. CAULKING.
12. SPRINKLER CONTRACTOR TO SUBMIT AND RECEIVE 8. PENETRATIONS OF RATED WALLS OR ASSEMBLIES
APPROVAL OF FULL SHOP DRAWINGS TO HENDERSON SHALL BE "FIRE CAULKED" WITH APPROVED CAULKING U)
ENGINEERS PRIOR TO FABRICATION AND PER METHODS REQUIRED BY THE AUTHORITY HAVING �-
INSTALLATION. JURSDICTION, AND PROJECT SPECIFICATIONS. z
9. THE FIRE PROTECTION ENGINEER OF RECORD WILL Q
EARTHQUAKE BRACING FNOT BE AILURE RESPONSIBLE LOz
O CARRY OUT CONSTRUCTION WORK IN
-- ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR W
® SHALL THEY BE REQUIRED TO SUPERVISE THE
EARTHQUAKE BRACING REQUIRED ON SPRINKLER CONDUCT OF THE WORK, THE CONSTRUCTION N
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LL
MANUFACTURER'S RECOMMENDATIONS. OTHER THAN THE ENGINEERING FIRM'S OWN
ADDITIONAL BRACING MAY BE REQUIRED DUE TO EMPLOYEES.
FIELD ADJUSTMENTS, VARYING BRACING ANGLES,
DISTANCES TO JOISTS, AUTHORITIES HAVING 10. SPRINKLER PROTECTION IS REQUIRED ABOVE THE m
JURISDICTION, ETC. ELECTRICAL ROOMS. NO MAIN PIPING SHALL �
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11. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION w
DOCUMENTS PRIOR TO BID. SHOULD MODIFICATION TO N Q u~i N
THESE PLANS BECOME NECESSARY TO PROPERLY O ry _
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WILL BE THE CONTRACTOR'S RESPONSIBILITY TOO Q g p
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12. THE CONTRACTOR SHALL DIVERT ALL DRAIN AND ---
m INSPECTORS TEST CONNECTION DISCHARGE AWAY
FROM FINISHED SURFACES AND PIPE TO APPROVED
3 DRAIN LOCATIONS. THE CONTRACTOR WILL BE
o BACKCHARGED FOR ANY REPAIR, REPLACEMENT, OR
CD
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0 30 60 120 UNDERGROUND PIPING SHOWN FOR S,EEr
FIRE SITE UTILITY PLANN HYDRAULIC CALCULATION F01.2 FIRE SITE PLAN OB2
PURPOSES ONLY. REFER TO CIVIL
DOCUMENTS FOR ADDITIONAL F02.2 OVERALL FIRE SPRINKLER PLAN OB2
INFORMATION. 1`11.2 JOY TERIYAKI FIRE SPRINKLER PLAN OB2
F12.2 GREAT CLIPS FIRE SPRINKLER PLAN OB2 O
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SPRINKLER SYMBOL LEGEND SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K-FACTOR
PROTECTION CRITERIA BASED ON 2013 NEPA 13 ® _
U
MATCH MATCH MATCH MATCH MATCH UPRIGHT MATCH MATCH
SYMBOL DESCRIPTION EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING E2
HOSE MAXIMUM SPRINKLER 3
OCCUPANCY DENSITY ALLOWANCE SPACING DESIGN BASIS O HYDRAULIC REFERENCE NODE POINT .� 1/2" TYCO TY—FRB TY3231 WHITE PENDENT 155 5.6 m
CLASSIFICATION (GPM) (SQ FT) 401 ESC
TENANT SPACES (ORDINARY HAZARD GROUP 2) 0.20/1500 SQ FT 250 130 CLASS I—IV TO 5'-0"; 13:TABLE 13.2.1 C— CAP yW!
N C
p RISER NIPPLE/DROP NIPPLE N
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\ HANGER
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HANGER ASSEMBLY
1" OUTLET TRAPEZE HANGER PARALLEL TO JOIST
1" OUTLET
SPRINKLER MAIN CONTRACTOR MAY SUBSTITUTE SPRINKLERS OF SAME
BRANCHLINE SIZE, K—FACTOR AND TEMPERATURE CLASSIFICATION PAOf
1" ARM OVER UNLESS PROHIBITED BY THE SPECIFICATIONS.
1" ARM OVER 8E1G.�9PE
1" DROP
1" SHOULDER NIPPLE 1" DROP
CEILING
CEILING
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1" GLOBE VALVE EXPIRES: 12/31/2015
PENDENT SPRINKLER
CHAIN—HUNG SIGNAGE PENDENT SPRINKLER FLHENDERSON
PROVIDE HANGER ASSEMBLY THAT PREVENTS UPWARD MOVEMENT OF THE PIPE ENGINEERS_
PROVIDE HANGER ASSEMBLY THAT PREVENTS UPWARD MOVEMENT OF THE PIPE WHEN ARMOVER LENGTH EXCEEDS 12—INCHES AND SYSTEM STATIC PRESSURE
1" PLUG w MUST BE VISIBLE AT ALL AREAS WHEN ARMOVER LENGTH EXCEEDS 12—INCHES AND SYSTEM STATIC PRESSURE AT THE SPRINKLER EXCEEDS 100 PSI. PROVIDE HANGER WHEN ARMOVER
AT THE SPRINKLER EXCEEDS 100 PSI. PROVIDE HANGER WHEN ARMOVER LENGTH EXCEEDS 24—INCHES AND SYSTEM STATIC PRESSURE AT THE 8345LENEXADRIVE,SUITE 300
N LENGTH EXCEEDS 24—INCHES AND SYSTEM STATIC PRESSURE AT THE SPRINKLER DOES NOT EXCEED 100 PSI. LENEXA,KS 66214
SPRINKLER DOES NOT EXCEED 100 PSI. ARRANGEMENT SHOWN IS SCHEMATIC. MODIFY TO SUIT CONDITIONS TEL 913 742 5000 sax 913 742 5001
ARRANGEMENT SHOWN IS SCHEMATIC. MODIFY TO SUIT CONDITIONS AND MEET AND MEET APPLICABLE CODE REQUIREMENTS. www.hei-eng.com
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13.975 PROVIDE NEW PENDENT SPRINKLER ~
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EXISTING SPRINKLER PIPING. NOT MORE sE&
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REF F02.2-2.
13.980 PROVIDE NEW UPRIGHT SPRINKLERS AS
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9 3
15.100 ROUTE PIPING THROUGH JOIST SPACE. 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC m
COORDINATE WITH HVAC AND OTHER FEET PER HOUR (CFH) IS BASED ON A HEATING
TRADES PRIOR TO INSTALLATION. DO VALUE OF 1000 BTU PER CUBIC FOOT AND S
NOT INSTALL PIPING DIRECTLY UNDER SPECIFIC GRAVITY OF 0.6. CONTACT LOCAL
SKYLIGHT WELLS UNLESS INDICATED UTILITY FOR EXACT LOCATION AND SIZE OF GAS
OTHERWISE ON PLANS. COORDINATE METER, GAS PRESSURE, SIZE AND TYPE OF
WITH SPRINKLER CONTRACTOR PRIOR PIPING AND VALVES REQUIRED FOR CONNECTIONLi
TO INSTALLATION IN ORDER TO TO METER. VERIFY CORRECT GAS PRESSURE ^
MAINTAIN REQUIRED CLEARANCES DOWNSTREAM OF SERVICE REGULATOR AFTER GAS
FROM SPRINKLERS. REFER TO PIPE UTILITY COMPLETES INSTALLATION. "t Iz
N
SUPPORT DETAIL FOR INSTALLATION. 2. SANITARY SEWER PIPING SHOWN IS BASED ON
15.101 COORDINATE CONNECTION OF THREE 1/4" PER FOOT FALL FOR ALL PIPING 2 1/2"
NEW 1" WATER METERS TO EXISTING AND SMALLER AND 1/8" PER FOOT FALL FOR
3" DOMESTIC WATER SERVICE. PROVIDE ALL PIPING 3" TO 6". COORDINATE BUILDING SEAL
PRESSURE REGULATORS DOWNSTREAM SEWER LOCATION AND INVERT ELEVATION WITH
OF METERS AND SET TO 55 PSI. REFER CIVIL DRAWINGS.
TO THE PLUMBING FIXTURE SCHEDULES.
3• INSTALL VTR'S A MINIMUM OF 24" FROM
PARAPET WALL AND A MINIMUM OF 10 FT. FROM
SEISMIC NOTES OUTSIDE AIR INTAKE OF ROOFTOP EQUIPMENT. ppm
4. INSTALL CONTINUOUS SEALANT JOINT AT ALL
EXTERIOR WALL PENETRATIONS.
REFER TO SEISMIC RESTRAINT SHEET SR1 FOR IN THE 5. FOR PIPING ROUTED ON EXTERIOR WALLS, ROUTE
INSTALLATION DETAILS. REFER PIPING ON THE INTERIOR SIDE OF INSULATED
SPECIFICATIONS FOR FURTHER INFORMATION. WALL TO PROVIDE FREEZE PROTECTION. QOM
6. INSTALL FLUES A MINIMUM OF 8 FT FROM ROOF
OUTSIDE AIR INTAKE OF ROOF TOP UNITS.
EQUIVALENT NOMINAL PIPE SIZES EDGE AND/OR PARAPET WALLS AND 10 FT FROM EXPIRES: 12/31/2015�/�S
PLAN SIZE POLYPROPYLENE PEX 7. PROVIDE START-UP ASSISTANCE FOR ALL
(COPPER) HOT WATER COLD WATER GAS-FIRED UNIT HEATERS.
1/2" 1/2" 1/2" 1/2" 8. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE
3/4" 3/4' 3/4" 1" AND BECOME FULLY ACQUAINTED WITH THE
1" 1" V, 1 1/4" EXISTING CONDITIONS OF THE PROJECT. EXISTING
1 1/4" 1 1/2" 1 1/4" 1 1/2" CONDITIONS WERE TAKEN FROM ORIGINAL
1 1/2" 2" 1 1/2- 2" DRAWINGS AND MAY NOT REFLECT EXACT
2" 1 2 1/2" 2" N/A AS-BUILT CONDITIONS. COORDINATE NEW WORK
2 1 2" 3" 2 1 2" N q AND DEMOLITION WITH OTHER DISCIPLINES AND
3" 3 1/2" 1 N A EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
4" 6" 4" N/A 9. AT CONTRACTOR'S OPTION, IN LIEU OF COPPER
NOTE: REFER TO SPECIFICATIONS FOR WATER PIPING, PEX OR AQUATHERM PIPING MAY
APPROVED MANUFACTURERS BE USED. REFER TO EQUIVALENT PIPE SIZE
SCHEDULE AND SPECIFICATIONS.
10
I Z
I I ! I I I I I I I Z
'1
'I 1 2 1 ( 2 I 3" DOMESTIC I GAS ENTRY I GAS METER BANK i I I I N ~MP11.2 MP11 .2 MP21.2 , DEMO EXISTING WATER REF CIVIL
1 MP21.2 3/4" GAS I MP31.2 MP32.2 I ETR I ETR _, 905 CFH TOTAL LOAD I I - i I 02.2 Z 0
PIPING UH3 M
6" YCO I I 15.101 ETR b 11/2" I I_ I
-6 ETR IE = 91.50' (— I ( 2 GAS ETR LLZ
ETR - - - - - - - - - - — — � Y
Ln
1 I 1 ummmrxueuw 1 1 1
- -------------- — a ___ _ _ _ _ _ _ _ o 3/4" ETR / G - G -----i 3" VENT m Q
g SAMPLING PORT i �3" VENT I r - G- - - - - - - -- - - - / ETR ETR
- - - - - - G G
r
J I CONTINUE - - -. 1 _- - T- TE i `l3 4" VTRi' YCO HWITH 6" YCO 1 ETR 1 } �.� - _ _ _ G ETR ooETR 1 I 1 VTR UNDERGROUND I I I I� I� G `---- ( I I ( i ETR
SANI PIPES -' ------ SA I i—SS ETR ;; SS 1 1 4' -- NITARY PPE i f- rn M6' ETR ROU H ENAN ! I / SPRINKLLECTRICAL I 4" ETR a4 --� 4" ETR _. SACS { 46.. \ 1" ROOM I ( I ; CAPS 4., ETR
ETR r-----
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P 15.100 ETR
.- r 2,. I------
b b GW r a E_ \ ' l,.>) I W TYP I I I I GW b O b O Z
m Ali - I n (' I „ REF 1-MP11.2 GAS PIPING Q 0
4 REF 1-MP21.2 ON ROOF I I I I IE = 95.5' F_ J � W
3 YCO IE = 94.5' - I - t _ REF 1-MP31.2 REF 2-MP02.2 1500 GALLON YCO Q p p
o ETR I r a '` — I I I I I 3/4" ETR GREASE ETR w Z y
INTERCEPTOR �
1500 GALLON I / I I CAP SANITARY o
GREASE / I ( } I I I I ( I ETR Q Q o Q
I L1��J J /~-1 PIPES 5' FROM
a INTERCEPTOR l a 3 J � F_
II TENANT WALL
ETR I DEMO I� t-' i ° �I I I I ( I I ( REGULATOR
( EXISTING I I r-�, '. _� MOUNT ON FINISHED FLOOR ELEVATION = 100.00' ABOVE ROOF �vaaras
m REGULlH r ( 3/4" COLUMN AT I ( I I ETR
o CAP FLUE AND I '1 3/4" GAS I w I i
t ABOVE i 60"AFF
z GAS ROOF PIPING I I r EF 5-991J J I I I
a PENETRATIONS t-~ o
C) REF ARCH I / L - I i~ ,I 1" I I I I I I I EFV
B ----------_ , - ---- ----- u� ----�; --- THR UHt - ------ ----------- -----------------
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}--- _ ,1--- — ----+ -------------- --- ---------------- ---------------_ 0 — r'�. T J _
� � — 1 � � FLUE THRU
i i—1 i � 1
!' \ ( r' t I tam I RETR J T
UH1 12'-O"AFF I i I I I UH2 UH21
DOW SET THERMOSTAT I ( I I ( ETR ( DATE
m I (r' , ~_T I i REF 30-MP02.2 60' 061 .16
� RELOCATE UNIT I r' i � i
wwj ' _ EATER, THERMOSTAT, t-~ FLU )
i�s 'i FLUE, AND GAS PIPING I I ��-a I R00_
o `` I I � REF 4�M ano FILE
SHEET TTIE
t 1
VERALL
MEC HANICAL
WCO ETR ROOF DRAIN AND
4I - , i i TYP - ! STERR TYPNG I _ I I AND
��� - I PLUMBING
I
A — � ------ ------------ C
- -----------
E - - - _ -------- PLAN
�r - - - - - ( - ( I ► i ( REFERENCE ONLY PCD e
i Ii i i F i NOT AP�ROVED WITH THIS PERMIT Lvl 1
En owPYN""T=12 Bpl/.MGNLPgXl9 RESEINE"
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NATURAL GAS PRESSURE REGULATOR SCHEDULE GAS UNIT HEATER SCHEDULE MECHANICAL SYMBOLS PLUMBING SYMBOLS
MANUFACTURER MARK AREA SERVED MANUFACTURER GAS HEAT N
OUTLET SENSUS METERING SYSTEMS - INENSYS - EQUIMETER FISHER ITRON I MODEL INPUT MBH 3
PRESSURE CAPACITY MODEL BODY SIZE *SPRING MINIMUM CAPACITY MODEL BODY SIZE *SPRING MINIMUM CAPACITY MODEL BODY SIZE *SPRING MINIMUM UH1-UH2 OUTLOT BUILDING REZNOR / UDAP-250 250 OUH1 THERMOSTAT SS SANITARY SEWER m
SETPOINT RANGE NUMBER INLET-OUTLET RANGE ORIFICE RANGE NUMBER INLET-OUTLET RANGE ORIFICE RANGE NUMBER INLET-OUTLET RANGE ORIFICE MODINE / PDP250 250
WC CFH INCHES IN WC IN CFH INCHES IN WC IN CFH INCHES IN WC IN LENNOX LF24-250A 250 —GW GREASE WASTE o
7 0-520 143-80-2 3/4-3/4 5-8.5 5/16 0-215 HSR 3/4-3/4 6-8 3/16 0-575 B-42R 3/4-1 5.5-9 1/2 x 9/16 M
521-715 143-80-2 1-1 5-8.5 5/8 216-425 HSR 3/4-3/4 6-8 3/8 576-880 B-31R 1 1/4-1 1/4 4-9 1/2 GENERAL INFORMATION (ALL UNITS): ST— STORM SEWER
716-1100 243-8-2 1 1/4-1 1/4 5-8.5 1/2 426-1050 S-202 1 1/2-1 1/2 5-9 3/8 881-1920 B-34SR 2-2 6-9 7/8 x 1 1. ALL UNITS ARE 115V, 1 PHASE, 60 HERTZ WITH 24V CONTROL TRANSFORMER. La
N
1101-2150 243-8-2 1 1/2-1 1/2 5-8.5 1 1051-2300 S-202 1 1/2-1 1/2 5-9 3/4 1921-3950 B-34R 2-2 5-8 7 8 X 1 2. INSTALL BOTTOM OF HEATER AT ELEVATION INDICATED ON DRAWINGS ® OVERFLOW ROOF DRAIN LINE
2151-4700 243-12-2 2-2 5-8.5 1 1/4 2301-4500 S-202 2-2 5-9 1 3416 UNLESS NOTED OTHERWISE. a
11 0-375 243-8-2 1 1/4-1 1/4 6-14 1/4 0-175 HSR 3/4-3/4 10-12.5a33/16 0-439 B-42R 3 4-1 8-14 1 2 x 9 16 3. PROVIDE 60 DEGREE DISCHARGE NOZZLE. DOMESTIC COLD WATER Ir
376-1175 243-8-2 1 1 4-1 1 4 6-14 1 2 176-330 HSR 3 4-3 4 10-12.5 440-674 B-31R 1 1 4-1 1/4 8-12e a
1176-2175 243-8-2 1 1/2-1 1 2 6-14 1 331-950 S-202 1 1/2-1 1 2 10-12.5 675-1674 B-34SR 2-2 8.5-12.5 7/8 X 1 10.28.11 2176-4500 243-12-2 2-2 6-14 1 1/4 951-2300 S-202 11 2-1 1 2 10-12.5 1675-3564 B-34R 2-2 6.5-13 7 8 X 1G NATURAL GAS
2301-3350 S-202 2-2 10-12.56
- - - - - - PLUMBING VENT
sE&
GENERAL INFORMATION (ALL REGULATORS):
1. MINIMUM INLET PRESSURE, 1.5 PSI; SET OUTLET PRESSURE TO 7 INCHES WATER COLUMN UNLESS NOTED OTHERWISE. —�— GAS PRESSURE REGULATOR
2. VERIFY CAPACITY SHOWN ON PLANS WITH CAPACITY SCHEDULED FOR EACH REGULATOR MANUFACTURER BEFORE ORDERING. CAPACITIES VARY BETWEEN MANUFACTURERS.
3. PROVIDE WITH INTERNAL RELIEF VALVE. C ELBOW - TURNED DOWN
PROF
* FOR MUNTERS UNIT USE SPRING RANGE TO SET OUTLET PRESSURE AT 11 INCHES OF WATER COLUMN. o-- ELBOW - TURNED UP
CONTACT INFORMATION: SENSUS-SENSUS METERING SYSTEM: 1-800-375-8875; FISHER-VINSON PROCESS CONTROLS: 1-888-217-5428; ITRON-MIDWEST GAS EQUIPMENT, INC: 1-877-962-8808. TEE - TURNED DOWN 80C39PE
05.29.09 -- TEE - TURNED UP
PLUMBING FIXTURE SCHEDULE BALL VALVE
ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS
MARK FIXTURE BRANCH SIZES MIN.) MANUFACTURER CATALOG DESCRIPTION, TRIM AND ACCESSORIES NOTES -SOI- PLUG VALVE EZPIeEs: t2/al/tots
CW HW WASTE VENT NUMBER
PRV WATER --- --- --- --- WATTS LF223 LEAD FREE BRONZE BODY VALE WITH SHUT-OFF VALVES FOR SIZES CHECK VALE
PRESSURE UP TO 2-1/2", CAST IRON BODY FOR 3" AND ABOVE. MAXIMUM
REGULATOR OPERATING PRESSURE OF 200 PSI. CONFORM TO ASSE 1003. bC SHUT-OFF VALVE IN VERTICAL LINE
WILKINS 500XL
WATER PRESSURE REGULATOR
�—
GENERAL INFORMATION (ALL FIXTURES):
1. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES;_ BACKFLOW PREVENTER
02.27.15
�— WATER/FLOW METER
LISTED FLUE CAP
REF SPECIFICATIONS O ROOF DRAIN/OVERFLOW ROOF DRAIN
(REZNOR: USE 0000000 —O YCO YARD CLEANOUT
MANUFACTURER'S VENT
CAP OPTION CCI)
-11 WCO/CO WALL CLEANOUT/CLEANOUT
HIGH TEMP
SEALANT 12" MINIMUM ABOVE
STORM SNOW LEVEL OR PER IS
CONNECT TO EXISTING
COLLAR AUTHORITY HAVING
JURISDICTION ETR EXISTING TO REMAIN
26 GA. MINIMUM
METAL FLASHING U)
COLLAR/INSULATION
z SHIELD BY GAS
REF ARCHITECTURAL COMPANY PROVIDED UNDER z
ip FOR ROOF PENETRATION (VERIFY) DIVISION 15
AND FLASHING DETAILS Z
UNION INSTALL PIPING SHOWN IN THIS LJJ
TO AVOID CONFLICT WITEST
TEE W/CAPPED UNIT DETAIL INTERIOR ACCESS FORS z �� PRESSURFITTING w I "
1/8" PRESSURE INSPECTION AND/OR MAINTENANCE 1" MINGLASS FIBER b
GAUGE CONNECTION INSULATION 0
PRESSURE REGULATOR co TYPE B FLUE VENT Z LL
INSTALL MIN 18" ABOVE ROOF WITH RELIEF OR AS REQUIRED PER 0
VENT FACING IN THE DOWN POSITION =t Y
o REF GAS PRESSURE REGULATOR SCHEDULE SEAL ALL SINGLE WALL FLUE MANUFACTURER'S
5 �� JOINTS AND SINGLE TO INSTRUCTIONS m
J UL LISTED BALL GAS VALVE DOUBLE WALL FLUE VENT SINGLE WALL FLUE 0
PIPING TO INDOOR REF SPECIFICATIONS; NO JOINTS WITH MINIMUM RATED UNLESS NOTED Q
z
1,-/ GAS EQUIPMENT SUBSTITUTIONS PERMITTED 500' F SILICONE ADHESIVE OTHERWISE ON PLAN GAS PIPES UP H
o EXTERIOR WALLLU
z I SEALANT BY GENERAL O_
j PROVIDE ONLY MALLEABLE REFER TO UNIT HEATER OF BUILDING,
m i 3" FULL SIZE IRON OR FORGED STEEL ELECTRIC OR EQUAL FLUE VENT SIZING TABLE ONTO ROOF, 0 O u) N
SEDIMENT TRAP N z_ WELDED TYPE PIPE FITTINGS FOR FLUE SIZES NOT LOCATION AND F
m PER SPECIFICATIONS SHOWN ON PLAN
SIZE AS SHOWN
TYPICAL BRANCH ON PLAN 0 0 0 ZO
ROOF PENETRATION REF ARCH ROOF PENETRATION REF ARCH WITH GAS TYP OF 3 0 F
ROOF UNIT HEATER FLUE VENT SIZING TABLE SHUT-OFF COCK ❑
El
p ow
,n u - MANUFACTURER MODEL # FLUE VENT MAXIMUM FLUE w Z
Un DIAMETER ENT LENGTH FT. ANCHOR RISERS J
" BEAM CLAMP 2 x 2 x 1/4 TO WALL AT TEN 0 0 0 o
REZNOR UDAP-100 4" 35 (D
ANGLE OR 1 5/8 x 1 5/8 MODINE HD100 5' 25 EXISTING GAS FOOT INTERVALS a J h
NG
FFSET
UNISTRUT TO TOP CHORD ALL THREAD ROD R SIER CLAMPS.
N LENNOX LF24100A 5" 25 PIPE UP AND
m OF BAR JOISTS ewrnoes
o ANGLE OR UNISTRUT REZNOR UDAP-250 5" 50 THROUGH
fn MOUNT PIPE WITH U-BOLT
MODINE PDP 7" 25 EXTERIOR WALL
a TO 1 1/2 X 1 1/2 X 1/4 JOIST " ETR
o _ ANGLE IRON BOLTED TO G LENNOX LF24250A 7 25
LL1 ANGLE OR UNISTRUT SUPPORT PIPING FROM REZNOR UDBP-250 5" 50
STRUCTURE PER MODINE BDP250 7" 25
�24" SPECIFICATIONS. REFER TRANE GBND025 7 25
ROOFTOP GAS REGULATORTD PLANS FOR PIPE SIZE. FLUE T��U ROOF TYP
o
STRAINER TYPICAL GAS
STRAI
Z SHUT-OFF COCK
NTS 12.26.06 MT01-2 NTS 02.26.10 MM05
DATEv PIPE INCREASER
TYP
L=) 06.15.15
w
BCPA N0.
J GALVANIZED PIPE STAINLESS STEEL PROVIDE 6" LONG
EACH UNIT HEATER SHALL BE INSTALLED STRAP. FIT TIGHT ADJUSTABLE HOSE CLAMP DIRT LEG AT
o WITH INDIVIDUAL FLUE, REF FLUE THRU ROOF TO PIPE. 4„ 4„ (BOTH SIDES) RISERS.BOTTOM OF Gou RLE
DETAIL FOR SIZE AND REQUIREMENTS GAS LINE PAINTED GALVANIZED PIPE STRAP ONE
EXCESS FLOW VALE (EFV) REF ARCH SIZE LARGER THAN PIPE ❑ ❑ TIP INCREASER
i
INVERTICAL OS TIONEN SHOWN ON AREF ROOF DETAIL REF FLUE HRU ADHEREDER WALKPAD TO ROOF —GAS LINE PAINTED OVERLALL
o MANUFACTURER'S INSTRUCTIONS REF ARCH REF ARCH NEW LOW PIPE UNION WITH
q- -SUPPORT FROM STRUCTURE RUBBER WALKPAD GROUND JOINT MECHANICAL
REF ROOFTOP GAS ABOVE PER MANUFACTURER'S ROOF MEMBRANE ADHERED TO ROOF PRESSURE TYP
REGULATOR DETAIL ROOF RECOMMENDATIONS ROOF INSULATION REF ARCH REGULATOR AND
ROOF MEMBRANE
t` KEEP ASSEMBLY IN G 1 1/2" ZINC COATED ROOF INSULATION CONNECT NEW PLUMBING
LAG SCREWS TYP LOW PRESSURE DETAILS
E ROOF JOIST AREA GAS PIPING 1 1/2" ZINC COATED SYSTEM 5 PSI METER NEW LOW
n WITH NO PORTION TREATED WOOD BLOCKING: REGULATOR SET UPSTREAM OF AND PIPING PRESSURE METER
Lq BELOW BOTTOM REF PLAN 6X6X12 FOR GAS PIPING LAG SCREWS TYP EXISTING TYP OF 3
CHORD OF JOISTS f- BALL VALVE TREATED WOOD BLOCKING: AT 5 PS1 ETR SYSTEM 5 PSI ETR REFERENCE ONLY
8'-0" OC MAX NOT APPROVED WITH THIS PERMIT BCRA 09
HANGER FDO NOT ADHERE TO PAD 6X6X12 FOR GAS PIPINGGRADE ¢coPvgGMTz02 oc�INC ALL RIGHTS PE5E�E"
n TYP 8'-0" OC MAX DO NOT PAVEMENT
o ADHERE TO PAD COORDINATION OF THE INSTALLATION OF EACH GAS METER IS BY THE sHEU
EXCESS FLOW VALVE SHALL BE: Ell — 6" DIRT LEG, END SHALL BE FUTURE TENANT. VERIFY REQUIREMENTS FOR METERING AND PIPING WITH
D OMEGA FLEX FGP-LFD-2758, ABOVE BOTTOM OF HEATER GAS COMPANY. COORDINATE WITH GAS COMPANY WITH REGARD TO
INSTALLATION OF OTHER PLUMBING UTILITIES IN VICINITY, IF ANY. APPLY
BY OMEGA FLEX, INC. 800-671-8622 FOR AND PAY GAS COMPANY FEES FOR INSTALLATION. USE WELDED OR M P 0 2 . 2
3/4" I.D. FLEXIBLE GAS CONNECTOR PIPE DIAMETER LESS THAN 2" PIPE DIAMETER 2" OR GREATER SCREWED PIPE AND FITTINGS PER PLUMBING SPECIFICATIONS.
W GAS UNIT IIIIIIIII_HE� CONNECTION ROOF TOP PIPE BLOCKING GAS METER SETTING - MULTIPLE
W a NTS 05.27.11 MM09
2
w „ NTS 01.28.05 MT07 NTS
d o
z
w
KEYNOTES GENERAL NOTES
9 3
3"VTR 15.100 ROUTE PIPING THROUGH JOIST SPACE. 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC m
COORDINATE WITH HVAC AND OTHER FEET PER HOUR (CFH) IS BASED ON A
2"V J TRADES PRIOR TO INSTALLATION. DO HEATING VALUE OF 1000 BTU PER HOUR (1
NOT INSTALL PIPING DIRECTLY UNDER M
2"V MBH) PER CUBIC FOOT AND SPECIFIC GRAVITY
SKYLIGHT WELLS UNLESS INDICATED
OF 0.6. CONTACT LOCAL UTILITY FOR EXACT
_4r15.128 55 OTHERWISE ON PLANS. COORDINATE M N
2"V WITH SPRINKLER CONTRACTOR PRIOR
LOCATION AND SIZE OF GAS METER, GAS
2"V 2"V TO INSTALLATION IN ORDER TO PRESSURE, SIZE AND TYPE OF PIPING AND z
MAINTAIN REQUIRED CLEARANCES VALVES REQUIRED FOR CONNECTION TO
WCO GINMETER. VERIFY CORRECT GAS PRESSURE
WC8 FROM SPRINKLERS. REFER TO PIPE DOWNSTREAM OF SERVICE REGULATOR AFTER N
15.128 SUPPORT DETAIL FOR INSTALLATION. GAS UTILITY COMPLETES INSTALLATION.
FD1 , I� 14rC8 15.102 MOUNT SHUT-OFF VALVE ABOVE 2, SANITARY SEWER PIPING SHOWN IS BASED ON
WHA W/PRIMER - ACCESSIBLE CEILING AT 14 FT. AFF. 1/4" PER FOOT FALL FOR PIPING 3" AND
15.127 SUSPEND SIGN FROM COLD WATER LINE SMALLER AND 1 8" PER FOOT FALL FOR �
NEXT TO VALVE ABOVE CEILING TO READ /
WHA 55 AS FOLLOWS: "TENANT WATER SUPPLY PIPING 4" AND LARGER. COORDINATE
WC8 Y L2 Gw W/PBUILDING SEWER LOCATION AND INVERT
RIMER SHUT-OFF VALVE". ELEVATION WITH CIVIL DRAWINGS.
11 WCJ '8
l 15.127 INSTALL BRANCH LINE CONNECTION FITTING
L2 J WITH INLET ROTATED UP 15' MINIMUM 3. PROVIDE ADDITIONAL TRAP SEAL PRIMERS AT
L2 ABOVE HORIZONTAL TO PREVENT BACKFLOW. NO EXTRA COST AS REQUIRED BY AUTHORITYPHQf
REFER TO DWV BRANCH CONNECTION HAVING JURISDICTION. REFER TO TRAP PRIMER
4 WATER RISER D WV R ISE R DOWNSTREAM OF TOILET DETAIL. DETAIL. wag
3 NTS 15.128 CONNECT DWV BRANCH LINE TO MAIN 4. INSTALL VTR'S A MINIMUM OF 24" FROM
USING 1/8TH BEND AND WYE OR PARAPET WALL AND A MINIMUM OF 10 FT.
O O O O TEE RVENT FROM OUTSIDE AR INAKE OF ROOFTOP cufq&,"
IFLOWGN DOT
TNOT USEPAESAN SANITARY EQUIPMENT. RE EIR OT VTR DETAIL.
WCO 15.100 I 5. REFER TO RISER DIAGRAMS AND PLUMBING
REF 2-MP13.2 TYP 15.102 FIXTURE SCHEDULES FOR ALL PIPING AND E FIRES: 12/31/2015 f
cO _---------I•------- -_ _-- ---- ---- -- c -------_4---------------- ---- ---- ------------------ SEISMIC NOTES PIPE SIZES NOT SHOWN ON PLAN.
- M - 3/4"1 \ ❑I O ❑I '
5. FOR PIPING ROUTED ON EXTERIOR WALLS,
rT- -x"< �. '� ❑ ROUTE PIPING ON THE INTERIOR SIDE OF
v _--- pri Ab REFER TO SEISMIC RESTRAINT SHEET SR1 FOR INSULATED WALL TO PROVIDE FREEZE HENDERSON
TOILET WC8 3'�� _ _ _ _ I REF EAG1 REF O I INSTALLATION DETAILS. REFER TO THE PROTECTION.
�� ---- ,1-MP01.2 1-MP01.2 ENGINEERS_
CAP FOR FUTURE 1" °P s 6" OD op S' SPECIFICATIONS FOR FURTHER INFORMATION. _
6'-6" CONNECTION BY (�D �tiy I 1 1/4" 75 1„ M IPO �W-� 7. INSTALL CONTINUOUS SEALANT JOINT AT ALL rx7j
FD1 VTR OTHERS I ( I TOILET ( I I EXTERIOR WALL PENETRATIONS. 8345 UENEM DRIVE,SURE 300
LENEXk KS 66214
W/PRIMER SAW EQUIVALENT NOMINAL PIPE SIZES 8. INSTALL PIPING AT 60" MINIMUM FROM HVAC TEL 9www. o rAx eng.c 7425001
REF REF 1-MP13.2 - REF CD1 14 6 -
1-MP01.2 SS _ I2-MP21.2 9 9 _ i EQUIPMENT AND PARAPET WALLS. www•he095935 m
50 250 . PLAN SIZE POLYPROPYLENE PEX 1592095935
O ( (COPPER) HOT WATER COLD WATER 9. GAS PIPE SIZES ON PLANS HAVE BEEN
O L2 6 �. '^ 1 2" 1 2" 1 2" 1 2" DETERMINED IN ACCORDANCE WITH NFPA 54
o, 4„ 3 I �- 10 I 3/4" 3/4' 3/4" 1" ENGINEERED FORMULAS.
REF ? REF a =� _ r 1,. 1" 1" 1 1 4"
1-MP01.2 GW C! CAP FOR FUTURE 2 MP21 2 I 10. FLEXIBLE DUCTWORK IS NOT PERMITTED.
I 1 1 4" 1 1 2" 1 1 4 1 1 2'
L2 3/4 CONNECTION TO 4„ I 8" UP �� 1 1 2" 2" 1 1 2" 2' 11. REFER TO STRUCTURAL DRAWINGS FOR EXACT
WC8 TO EF2 EAG1 2" 2 1/2" 2' N/A LOCATIONS OF ROOFTOP EQUIPMENT.
FD1 H OTH�RSBY N I ON ROOF 6" f I 2 1/2" 3" 2 1 2" N/A
r I p 75 I F 13 I 3" 3 1/2" 3" N/A 12. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE
W PRIMER m I--- - 6" ( - - 4" 6" 4" N/A
OVER DIFFUSER AND GRILLE LOCATIONS.
I } y I LOCATE DIFFUSERS AND GRILLES TO
0 +:J 0NOTE: REFER TO SPECIFICATIONS FOR
9 9 TOILET a ACCOMMODATE LIGHTING LAYOUT. DO NOT
-< APPROVED MANUFACTURERS INSTALL DUCTWORK OR EQUIPMENT DIRECTLY W
TOILET I 50 __ I UNDER SKYLIGHT WELLS UNLESS NOTED
q25O
I OTHERWISE ON PLANS. z8" I I 13. DUCT SIZES SHOWN ON DRAWINGS ARE NET Q
N FREE AREA. INCREASE RECTANGULAR SHEET
z
METAL SIZE AS REQUIRED FOR LINER. REFER
lu
TO SPECIFICATIONS FOR THE INSULATION W
I ( 2 ( I THICKNESS. CONTRACTOR'S OPTION, ROUND 01!
I-
12" d ( DUCTWORK OF EQUIVALENT FREE AREA MAY
[q25O
BE USED IN LIEU OF RECTANGULAR. 0_�_ _ o ( 14. DUCT SUPPORT AND GRILLE DETAIL IS Z O
APPLICABLE THROUGHOUT THE STORE. DO
I q2OO
NOT SUPPORT DUCTWORK FROM BRIDGING. DOcl ID0NOT USE FASTENERS THAT PENETRATE ROOFI 10" I I DECK. m LL
11
m I O> I. J O
15. PROVIDE CONCENTRIC TRANSITIONS FOR Q \
z �--- - o L - - EXPOSED SPIRAL DUCTWORK IN THE SALES s
m I ID ^ I AREA. W
_ _ _ _ _---------------- - -
_ - _-_ _ -------- --------------------- - --
_ - ------------- F SCO
m O �� - O 16. TYPICAL BRANCH DUCT FITTING DETAIL IS 0 ���// = cq
LO
14 APPLICABLE THROUGHOUT THE STORE. H11Z f SAW I O O z
14 6 17. PROVIDE VOLUME CONTROL DAMPERS IN 0 0
- - - - SAW mm +r DUCTS TO DIFFUSERS. INSTALL DAMPERS A I- 0 w
-- --
op 250 ..�.4 .. _�',.... ._
RTU17 MINIMUM OF 24" AWAY FROM DIFFUSERS AND 0 0 0
200 48"AFF A MAXIMUM OF 60" ABOVE THE CEILINGS FOR w < Z p
u I ACCESSIBILITY UNLESS SHOWN OTHERWISE ON � LY
12" RA PLENUM DRAWINGS. PROVIDE ACCESS PANELS WHERE p Q Q
„ LO
REF 6-MP12.2 DAMPERS MUST BE INSTALLED ABOVE
o ID 1 ( NON-ACCESSIBLE CEILINGS. REFER TO
RTU1 VOLUME/BALANCE DAMPER SCHEDULE FORMUM
a
1150 MBH i APPROVED MANUFACTURERS.
zJ 18. INSTALL EXHAUST FANS A MINIMUM OF 10 FT
L
FROM OUTSIDE AIR INTAKE OF ROOF TOP
m UNITS. INSTALL EXHAUST FANS AND ROOF
' a I 3 I TOP UNITS A MINIMUM OF 10 FT FROM ROOF
16/16EDGE OR A MINIMUM OF 6 FT FROM PARAPET
19. LABEL RTU'S WITH 6 IN BLACK PERMANENT
gri
PAINT STENCIL. NUMBER UNITS AS INDICATED ��ON DRAWINGS. LOCATE LABEL FOR EACH
Y UNIT SO IT CAN BE READ FROM THE ROOF 06.15.15
r
4, I HATCH.
ecHn NO.
} io 20. PROVIDE START-UP ASSISTANCE FOR ALL
o 12,E I I GAS-FIRED EQUIPMENT INCLUDING BUT NOT
ROUTE DUCT ^ _ LIMITED TO ROOF TOP UNITS, RADIANT GOD RLE
HEATERS, UNIT HEATERS, AND COOKING
a HIGH AS EQUIPMENT. COORDINATE ADJUSTMENT OF SHEET TIRE
POSSIBLE TYP I REGULATORS WITH SET-UP PERSONNEL TO
q250
ENSURE CORRECT GAS FLOW PRESSURES FOR JOY TERIYAKI
PROPER OPERATION OF ALL EQUIPMENTMECHANICAL
I 21. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE
E AND BECOME FULLY ACQUAINTED WITH THE AND
`Uj EXISTING CONDITIONS OF THE PROJECT.
,O i EXISTING CONDITIONS WERE TAKEN FROM PLUMBING
ORIGINE EXACTAAS BUILT CONDITIONS.DRAINGS AND MAYREFLECT
PLANS
NEW WORK AND__ja
I'I I
DISCIPLINES AND DEXISTIING CONN WITH
SEPRIOR PCD e
❑ l ❑ TO CONSTRUCTION. 1J�1�1 1
I '
• -- COPPER WATER PIPING, PEX OR AQUATHERM ocovYP1GHi 3015 eC�Nc ALL
RIGHTS
PE5Efl�o
o A ------ --------------- ---- --- ----------------- _: O ----- ------ --------- ---- --- ----------------- 22. AT CONTRACTOR'S OPTION, IN LIEU OFSHE
N
PIPING MAY BE USED. REFER TO EQUIVALENT
PIPE SIZE SCHEDULE AND SPECIFICATIONS.
M P 11 . 2
W REFERNCE ONLY
ti 2 MECHANICAL PLAN
PLUMBING PLAN NOT APPROVED TMS PERMIT
d
W �
0 0
PRELIMINARY
z
a
w
SUPPLY AIR DUCT FAN SCHEDULE MECHANICAL MB ® 9
TRANSITION AND S2
RETURN AIR PLENUM
ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. WITH LINER 2 3
MARK AREA MANUFACTURER CFM ESP MOUNTING V/PH/HZ DRIVE CONTROL RECTANGULAR DUCT 18" WIDE 8
ROOFTOP UNIT 18/12 BY 12" DEEP
SERVED MODEL FAN TYPE HP W METHOD ROOF CURB
EF1 JOY TERIYAKI RESTROOMS CARNES GREENHECK ACMEPENNBARRY 150 0.15" ROOFTOP 120/1/60 DIRECT WALL SWITCH
VEDKO6F3 G-065—D PRNO80-1 DXO8R CENTRIFUGAL 1/10 RETURN AIR PLENUM 12" 12" DIAMETER ROUND DUCT
SUPPLY DUCT ABOVE BOTTOM OF N �
L L = W/4, 4" MIN WHEN SHOWN JOISTS "R a
GENERAL INFORMATION: N
1. FANS MUST BE UL OR ETL LISTED. REF PLANS FOR ON PLAN ® SUPPLY DUCT IN SECTION
RUNOUT SIZES RETURN DUCT '
2. ALL FANS EXCEPT FOR OVERHEAD CIRCULATING FANS MUST BE AMCA CERTIFIED. O O a
A. FURNISH WITH FACTORY MOUNTED DISCONNECT. PcrF� P�F� JOIST ONEPLAN
OWN n
RETURN OR EXHAUST DUCT IN N
B. FURNISH WITH GRAVITY BACKDRAFT DAMPER AND BIRDSCREEN. JOIST SECTION
C. ROOF CURB PROVIDED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. N o
D. FURNISH WITH FACTORY PRE—WIRED FAN SPEED CONTROLLER. N
RECTANGULAR RADIUS ELBOW ~
E. FASTEN THE BASE OF EQUIPMENT TO ROOF CURB WITH (8) #10 SET SCREWS AND NEOPRENE / SS BONDED WASHERS (2 PER SIDE). RETURN AIR OPENING
WITH 1"X1" 16 GAGE SM
04.26.12 W WIRE MESH ROUND (OR OVAL) ELBOW
AIR DEVICE SCHEDULE DIRECTION FOR DUCTED ROOFTOP UNITS
ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. SPIN-IN FITTINGS W/ SCOOPS FOR CONTRACTOR PROVIDED RETURN AIR PLENUM, PROVIDE 3/4" REMOVABLE VOLUME/BALANCE DAMPER
ARE NOT ACCEPTABLE FLANGED FRAME ON RETURN OPENING, WITH DIMENSIONS AS LISTED BELOW.
MARK SERVICE MANUFACTURER STYLE FRAME TYPE FACE SIZE NOTES PRO/r
SECURE WIRE MESH WITH CONTINUOUS 1" GALVANIZED STRAPS AND SCREWS S" OC.
MODEL 45' LEAD IN UNIT SIZE OPENING DIMENSIONS ROUND AIR
DIFFUSER
I F DUCT
WITH
CD1 SUPPLY AIR TUTTLE & BAILEY E.H. PRICE CARNES SQ I RECTANGULAR SURFACE REF A, C, D, F, G, H BRANCH DUCT FITTING 3&5-TON 24" X 14"
M SMD SKFA CEILING DIFFUSER MOUNT DRAWINGS (�
SAW SUPPLY AIR TUTTLE & BAILEY E.H. PRICE CARNES LOUVERED FACE SURFACE REF A, D, E, F NTS 08.13.01 MM25 SALES FLOOR PLENUM ICS WITHUROUONDEDUCTST AIR DIFFUSER
T64 520DS RTDBV REGISTER MOUNT DRAWINGS
EAG1 EXHAUST AIR TUTTLE & BAILEY E.H. PRICE CARNES 1/2"x1/2"x1/2" SURFACE 12 X 12 B, C, D, F, G NTS 03.25.11 MM02-1
CRE500 80F RAPAF EGGCRATE MOUNT CD DIFFUSER OR GRILLE TYPE
CEILING GRILLE 12" BRANCH DUCT AND/OR NECK SIZE
TOP BEAM 450 CFM EXPIRES: 12/31/2015
VOLUME BALANCE DAMPER SCHEDULE CLAMP TYP
TYPE MANUFACTURER MODEL NOTES MAX TOP CHORD OF JOIST ROOF ORTU1 THERMOSTAT
ROUND AES WMVCD ROOF
RECTANGULAR AES AMD4 F17JENCYINEERSM
HEN D ERSON
1. DIFFUSERS TO BE INSTALLED IN REFERENCE TO BOTTOM OF GRILLE UNLESS NOTED OTHERWISE. 6„ 2' x2"x1/4" ANGLE OR
1 5/8"x1 5/8" UNISTRUT 6>
NOTES: DUCT HANGER STRAP 8345 LENEXA DRIVE,SUITE 300
A. ALL STEEL CONSTRUCTION. REF SPECIFICATIONS LENEXA,KS 66214
tn xx TEL 913 742 5000 rax 913 742 5001
B. ALL ALUMINUM CONSTRUCTION. www.hei-eng.com
C. BRANCH DUCT SIZE SHALL BE SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. 1592095935
D. STANDARD WHITE FINISH. LOADS MUST BE
E. FURNISHED WITH NECK FOR DUCT CONNECTION. HUNG WITHIN 3" 1" MIN
BO .TTOM OF SHEET METAL
F. FURNISHED WITH MANUFACTURER'S OPPOSED BLADE DAMPER IN NECK. OF PANEL POINTS STRUCTURE F:;? SCREWS TYP 03/16
G. FURNISHED WITH CEILING ROUGH-IN TRANSITION BOX TO BE FRAMED IN CEILING JOIST SPACE. REF STRUCTURAL \\-THREADED ROD SCREW HOLES
H. REFER TO PLANS FOR DIRECTIONAL ARROWS INDICATING CFM THROWS FOR PROPER GRILLE SELECTION. uTYP60" MAX. BRACKET FOUR PER ROW
HVAC UNIT
EQ SPACED TYP
10.31.14 RECTANGULAR DUCT 2"x2"xt/4" ANGLE OR
RECTANGULAR DUCT 1 5/8"x1 5/8" UNISTRUT RECTANGULAR DUCT to
ROOFTOP UNIT SCHEDULE (LENNOX SG SERIES) PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE #12 TEK SCREWS
MARK AREA ICAPACITY
AL SUPPLY FAN GAS HEAT SMOKE NOTES
LOADS MUST BE (TYP EIGHT
SERVED OUTSIDE INPUT DETECTOR BEAM CLAMP PER BRACKET) _
S CFM ESP AIR CFM OPERATION MBH LOCATION HUNG WITHIN 3" OPTIONAL ROUTING CURB 10 GA U)
RTU1 JOY TERIYAKI 5 2000 0.5" 200 AUTO 150 --- OF PANEL POINTS IN CONCEALED DUCT HANGER STRAP CHOOSE TOP OR
REF STRUCTURAL GALV TYP �—
GENERAL INFORMATION (ALL UNITS): ROOF MAA X AREAS ROOF REF18 GA
SPECIFICATIONS BOTTOM ROW z
1. UNIT FURNISHED BY OWNER. INSTALLATION BY CONTRACTOR. ` ROOF GALV STRAP Q
2. UNIT IS 208V, 3 PHASE, 60 HERTZ. UNITS MUST BE UL OR ETL AS WELL AS AGA APPROVED. MINIMUM AFUE = 807. BRACKET ATTACHMENT LENNOX RTU BRACKET TYP z
3. UNIT OPERATING WEIGHT (LBS): 5 TON = 1087. / w
4. OUTSIDE AIR IS CONDITIONED THROUGH THE ROOFTOP UNIT AS SCHEDULED ABOVE IN ACCORDANCE WITH ASHRAE 62.1-2010. 6" / 6"
5. HACR-TYPE RATED CIRCUIT BREAKER. BRACKET c� ~�//
6. SINGLE POINT POWER AND GAS ENTRY CONNECTIONS. O LL
7. ROOF CURB AND ANCHOR BRACKETS FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. REFER TO BOTTOM OF Z 0
SPECIFICATIONS AND HVAC SEISMIC/WIND RESTRAINT BRACKET DETAIL. STRUCTURE 2"x2"x1/4" ANGLE OR 3 & 10 TON
LL
8. UNIT ENERGY EFFICIENCY RATING (EER) PER ARI 210 & 360 ARE AS FOLLOWS: 5 TON = 12.8. 1 5 8"x1 5 8" UNISTRUT 5 TON Z
) DUCT HANGER STRAP / /
JL
9. UNIT SEASONAL ENERGY EFFICIENCY RATING (SEER) PER ARI 210 & 240 ARE AS FOLLOWS: 5 TON = 15.5. REF SPECIFICATIONS l 0 Y
5 2 DUCT SUPPORT BAND
a 10. PROGRAMMABLE THERMOSTAT IS FURNISHED SEPARATELY BY LENNOX AND INSTALLED BY CONTRACTOR. �� 6� SAME SIZE AS STRAP
m 11. MAKE FINAL COMPRESSOR WIRING TERMINATIONS ON ROTATION-SENSITIVE COMPRESSORS. ROUND SUPPLY �p
AIR DUCT LOAD RATED ti�m Q O
0 12. FULLY MODULATING ECONOMIZER. FASTENERS
13. FACTORY INSTALLED CONVENIENCE RECEPTACLE. LENNOX RTU BRACKET LAYOUT
°' 14. STANDARD PERFORMANCE ECONOMIZER.
T SUPPLY REGISTER, REF FLOOR PLAN of
m 07 27 12 FOR SIZE AND LOCATION, MOUNT BRACKETS ARE FURNISHED WITH ROOF CURBS. BRACKET CONSTRUCTION, QUANTITIES, AND SPACING SHOWN ON �0�/ cc
o,
® 30 DEGREE ANGLE IN STOCKROOM 0 LL
THIS DETAIL IS FOR GENERAL COORDINATION ONLY. INSTALL BRACKETS ACCORDING TO CURB MANUFACTURER'S rn
3 AREA AND 15 DEGREE ANGLE IN SALES AREA, INSTALLATION INSTRUCTIONS. COORDINATE FINAL BRACKET LOCATIONS WITH EQUIPMENT. DO NOT OBSTRUCT � O O z
EXCEPT THOSE SHOWN ON BOTTOM ROUND SUPPLY 2 p
o LIFTING POINT SHOULD BE AIR DUCT OPENINGS OR UTILITY CONNECTIONS. OO
DIRECTLY ABOVE CENTER OF DUCT ON THE PLAN Q a
OF GRAVITY PERPENDICULAR TO JOIST PARALLEL TO JOIST Q O
H-STYLE PICKt'o <
DUCT SUPPORT AND GRILLE HVAC SEISMIC WIND RESTRAINT BR C) < J
5 4 NTS 06.27.08 MM28 Q o a
o �� NTS 04.24.09 M M 01
\� ROUTE PIPING TO REIIII
a ALLOW FULL OPENING
o O OF ALL EQUIPMENT
o (� ACCESS PANELS.
z
n UNION
J
w CENTER OF TEE W/CAPPED 1/8"
GRAVITY PRESSURE GAUGE
N CONNECTION
J
Q
U
Z
Q
VIZ
DATE
GALVANIZED PIPE STAINLESS STEEL ROOFTOP
UNIT 06.15.15
Y
STRAP. FIT TIGHT ADJUSTABLE HOSE CLAMP
r TO PIPE. ecm NO.
(80TH SIDES)
w GAS LINE PAINTED 4 4 GALVANIZED PIPE STRAP ONE
CD
REF ARCH SIZE LARGER THAN PIPE
BALL GAS REF ROOFTOP PIPE r�o EAE
N RUBBER WALKPAD -GAS LINE PAINTED f VALVE BLOCKING DETAIL
N ADHERED TO ROOF
REF ARCH
a REF ARCH 3" FULL SIZE sNMrME
RUBBER WALKPAD SEDIMENT
FOR INFORMATION ONLY, REFER TO MANUFACTURER'S INSTRUCTIONS. ROOF MEMBRANE ADHERED TO ROOF TRAP JOY TERIYAKI
REF ARCH ROOF MECHANICAL
NOTES: ROOF INSULATION � � ��! >L ROOF MEMBRANE
1. DETACH WOODEN BASE PROTECTION BEFORE RIGGING. 1 1/2" ZINC COATED ROOF INSULATION AND
E 2. RIG UNIT FOR LIFTING BY CONNECTING RIGGING TO THE UNIT BASE LAG SCREWS TYP `� z
USING BOTH HOLES IN EACH CORNER. ATTACH FOUR CABLES TO 1 1/2" ZINC COATED � � PLUMBING
HOLES IN UNIT BASE RAIL, SEE FIGURE. CRANE AND RIGGING MUST BETREATED WOOD BLOCKING: REFERENCE ONL
LAG SCREWS TYP
CAPABLE OF HANDLING WEIGHT LISTED IN MANUFACTURER'S PUBLISHEDZ"�16X6X`12 FOR GAS PIPING NOT APPROVED WITH THIS PERMIT DETAILS
INFORMATION. 8'—O" OC MAX TREATED WOOD BLOCKING: 60" MIN
3. ALL PANELS MUST BE IN PLACE FOR RIGGING. 8'-0" OC MAX DO NOT
DO NOT ADHERE TO PAD 6X6X12 FOR GAS PIPING
Lq N 4. PLACE FIELD—PROVIDED H—STYLE PICK IN PLACE JUST ABOVE TOP FADHERE TO PAD
EDGE OF UNIT. FRAME MUST BE OF ADEQUATE STRENGTH AND
LENGTH. (H—STYLE PICK PREVENTS DAMAGE TO UNIT.) I AT ROOFTOP EQUIPMENT °°°"°'°"T p'° °`�'" �fl1I
0 5. LIFTING POINT SHOULD BE DIRECTLY ABOVE CENTER OF GRAVITY. srrtEr
PIPE DIAMETER LESS THAN 2" PIPE DIAMETER 2" OR GREATER
LENNOX RTU RIGGER ROOF TOP PIPE BLOCKING ( GAS CONNECTION SUPPORT
w NTS 01.28.05 2 NTS 01.28.05 MT07
DNTS 01.28.05 MT01-1 M P 12 . 2
J o
n
W
N
ri
o PRELIMINARY
z
a
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TOILET PLUMBING FIXTURE SCHEDULE PLUMBING SYMBOLSim
ALL PRODUCTS ON 'NIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER 70 SPECIRCA71ONS. � 3
MARK FIXTURE BRANCH SIZES MIN. MANUFACTURER CATALOG TRIM AND ACCESSORIES NOTES SS SANITARY SEWER CD— CONDENSATE DRAIN —� WATER/FLOW METER m
CW HW WASTE VENT NUMBER R
WC8 WATER CLOSET 1/2" --- 4" 2" TOTO CST744EL 1.28 GPF FLUSH TANK W/ LOCKING COVER —GW GREASE WASTE - - - - - - - - PLUMBING VENT WHA WATER HAMMER ARRESTOR o
HANDICAPPEDAMERICAN 215AA.104 ELONGATED SEAT: BEMIS 1055SSC, MAINLINE ML 1055SSC
(TANK) STANDARD SUPPLY LINE: STAINLESS STEEL BRAIDED HOSE, - DOMESTIC COLD WATER —�I♦ UNION �� T & P RELIEF VALVE
(FLOOR MOUNT) 1/4 TURN BALL VALVE STOP. M N
N us
CAST IRON FLOOR FLANGE: ZURN CF-2984-CI4, TYLER 2-252TS, --- DOMESTIC HOT WATER GAS PRESSURE REGULATOR _[�_TMV THERMOSTATIC MIXING VALVE
WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. a
L2 LAVATORY 1/2" 1/2" 1 1/2" 1 1/2" SLOAN SS-3003 FAUCET: TOTO TEL&S-10 - 0.5 GPM SENSOR OPERATED SELF- A, B - - - -- DOMESTIC HOT WATER RETURN GAS COCK ❑O FD1 FLOOR DRAIN Q
TOTO LT307.4 GENERATING POWER SYSTEM, STANDARD SPOUT, 4' COVER
PLATE, GRID STRAINER WITH TAILPIECE, P-TRAP WITH CLEANOUT, T TEMPERED WATER C ELBOW - TURNED DOWN 0 ROOF DRAIN N
H N
STOP VALVES, SS BRAIDED WATER SUPPLIES AND
ESCUTCHEONS. PROVIDE THERMOSTATIC MIXING VALVE FOR L2. G NATURAL GAS 0 — ELBOW- TURNED UP —0 FCO FLOOR CLEANOUT
sEk
CARRIER: JOSAM 17100, WADE W-520.
LAVATORY ENCLOSURE: TRUEBRO LAV-SHIELD 2018 4! BALL VALVE TEE - TURNED DOWN 0 YCO YARD CLEANOUT
L2 ASSE 1070 THERMOSTATIC MIXING VALVE: ZURN ZW3870XLT
GENERAL INFORMATION (ALL FIXTURES): PLUG VALVE TEE - TURNED UP +FPWH FREEZE PROOF WALL HYDRANT
S,
1. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES; CHECK VALVE �— WATER PRESSURE REGULATOR 1 HB HOSE BIBB
- P-TRAP WITH CLEANOUT PLUG AND SINK CONTINUOUS WASTES: POLISHED CHROME-PLATED TUBULAR BRASS, 17 GAUGE, WITH BRASS NUTS AND SLIP INSERTS.
- SS BRAIDED WATER SUPPLY: FLEXIBLE BRAIDED STAINLESS STEEL (SS) OUTER SHEATHING WITH REINFORCED PVC INNER TUBING. '-DC SHUT-OFF VALVE IN VERTICAL LINE BACKFLOW PREVENTER -- l WCO/CO WALL CLEANOUT/CLEANOUT 80G99PE�PR
- STOP VALVES: CHROME PLATED BRASS, QUARTER TURN ANGLE STOP VALVES.
NOTES: QAl
A. INSTALL FURNISHED 1/2" X 3 3/4" STAINLESS STEEL SIMPSON WEDGE-ALL WEDGE ANCHORS FOR ALL FIXTURE CARRIERS.
B. INSTALL FURNISHED THERMOSTATIC MIXING VALVE.
EXPIRES: 12/31/2015 !ol�ro/J
04.24.15
SPECIALTY PLUMBING FIXTURE SCHEDULE
MARK FIXTURE FIXTURE DESCRIPTION
MANUFACTURER CATALOG NUMBER F17JENGINEERSK
HENDERSON
WHA WATER HAMMER ARRESTOR LEAD FREE CONFORM TO PDI WH-201, ANSI A112.26.1M, ASSE 1010.
JOSAM SERIES 75000 PRECISION PLUMBING PRODUCTS STAINLESS STEEL 316 SERIES WATTS SS SERIES WILKINS MODEL 1250XL SERIES 8345LENEXkKS66214 00
LENEXA,XS 66214
JAY R. SMITH HYDROTROLS SIOUX CHIEF HYDRA-RESTER MIFAB MWH TEL913 742 5000 PAx9137425001
--- VALVES LEAD FREE FULL PORT BRASS BALL VALVE WITH PLASTIC JACKETED LEVER TYPE HANDLE. www.bet-ong.com
1592095935
RED-WHITE 5044AB OR 5049AB APOLLO SERIES 70LF CRANE LF9210 SERIES WATTS LF-FBV-3C OR LF-FBVSNMrO FP-600-A-LF SQUARE WASHER THRU BOLT TYP
--- TRAP PRIMER LEAD FREE PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL & HEX NUT
SINGLE TRAP) VACUUM BREAKER, AND GASKETED ACCESS COVER. ALL THREAD ROD TYP
PRECISION PLUMBING PRODUCTS PRIME-RITE OR OREGON #1 SIOUX CHIEF 695
--- TRAP PRIMER LEAD FREE PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL FENDER WASHER & HEX NUT
(MULTIPLE TRAPS) VACUUM BREAKER, GASKETED ACCESS COVER, AND MULTIPLE TRAP CAPABILITY FOR 6 INCH PIPE AND
PRECISION PLUMBING PRODUCTS PRIME-RITE OR OREGON #1 MIFAB M-50ONPB JOSAM 88300 SIOUX CHIEF SERIES 695 PIPING BRACKET LARGER, USE THRU BOLT \ /
--- TRAP PRIMER IN-LINE FLOOR DRAIN TRAP SEAL. CONNECTION, WHERE
POSSIBLE. USE TRAPEZE \
WATERLESS I INSULATION HANGER WHERE JOIST WEB
SURE SEAL SS4009 JAY R. SMITH 2692 PIPING CONFLICTS WITH THRU BOLT SECTION AA
INSULATION TOP BEAM
GENERAL INFORMATION (ALL FIXTURES): _ PIPING SHIELD C-CLAMP TYP /
1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. BRACKET 3" 3" 24" 6" z
TYP MA MAX MIN MAX A /DECK TYP
04.26.13 Q
DRAIN / CLEANOUT SCHEDULE 3/8" ALL TAP-OFF FROM A LINE CW LINE LU
THREAD ROD INSULATION A SERVING A FREQUENTLY
ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER 10 SPECIFICATIONS.MARK DESCRIPTION 'a PIPING USED FIXTURE W/ VACUUM RBRKR. O
N
MANUFACTURER MODEL NUMBER O JOIST PANEL INSULATION POINTS TYP ZURN Z-1024-2 Z 0
FLOOR AND ROOF DRAINS SHIELD FIXED AIR GAP z
2.5"x2.5"x.25" ANGLE OR CLEVIS TOP CHORD OF JOIST 6" MIN DISTRIBUTOR p
FD1 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND 1 5/8"x1 5/8" UNISTRUT HANGERL IF REQUIRED � Y
FASTENED GRATE. MAINTAIN VISIBLE FLOOR
o ISIOUX CHIEF 842 JOSAM VEF 400J JOATEY 72000 CLEARANCE BETWEEN PIPE m
CLEANOUTS AND JOIST MEMBERS TYP 4 ° ]mc
a ° 0
z CO/ THREADED, COUNTERSUNK BRONZE OR POLYPROPYLENE CLEANOUT PLUG. (PROVIDE DRILLED TAP FOR NOTE: � ° ° ° ° ° ° ° W
0o WCO CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS. 1. UTILIZE FOR ALL PIPING EXCEPT SPRINKLER, ROOF DRAIN, AND REFRIGERATION PIPING. `� 1/2" CW TYP
z ZURN Z1470 Z1469 SIOUX CHIEF 873 MIFAB C1430 JAY R. SMITH 4472T 2. SPACE HANGERS AND SUPPORTS IN ACCORDANCE WITH SPECIFICATIONS. 1- 0 co co
m JOSAM 58540 58600 WATTS CO-590-RD IWADE 8590 8480R 3. LOCATE HANGERS WITHIN 3 INCHES OF JOIST PANEL POINTS U.N.O. Ory
_
4. DO NOT SUPPORT PIPING FROM BOTTOM CHORD OF BAR JOISTS. I-
m GENERAL INFORMATION (AS APPLICABLE): 5. INDIVIDUAL PIPES 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3 INCHES OF PANEL POINT. Z) 0 0
1. REFER TO PLANS FOR DRAIN OUTLET SIZE. 6. FOR PIPE RUNNING PARALLEL TO JOISTS, ATTACH TRAPEZE BEAM CLAMPS TO JOISTS ON EACH 0 1 w
2. LOAD CLASSIFICATIONS: LIGHT DUTY <2000 LBS, MEDIUM DUTY 2000 TO 4999 LBS, HEAVY DUTY SIDE OF PIPE TYP. Q o 0
7. TRAPEZE HANGERS AND ALL THREAD RODS ARE SIZED TO CARRY (MAX) 6 - 3 INCH DIAMETER 1- Q
5000 TO 7499 LBS, EXTRA HEAVY DUTY 7500 TO 9999 LBS. v
COPPER PIPES FULL OF WATER (37.62 LBS/FT) OR EQUIVALENT. IF LOAD EXCEEDS MAXIMUM, w 2 Z U) ofo
i
MIN. 2" WATER -
M 04.24.15 CONTACT THE EOR FOR PROPER SIZING. p Q
SEAL, MAX. 4" J o
5
PIPE SUPPORT RMMS
m
o NTS 11.18.08 MP55 DETAILS AND DIMENSIONS SHOWN ON THIS DETAIL ARE GENERIC. INSTALL
TRAP PRIMERS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS.
w d
TRAP PRIMER DETAIL
o T NTS 09.30.11 MP62
w
x
U
N
U'
m HORIZONTAL PLANE
15' MIN ABOVE COLUMN OR ons
CL HORIZONTAL PARTITION
Y7 SANITARY BRANCH AS SHOWN 06.15.15
r APPROACHING MAIN SECTION A ON FLOOR DCRA NO.PLAN
w
} SIXTEENTH BEND OR OTHER
TO MAINTAIN APPROACH cnoo FIE
INTO MAIN AT CLEANOUT COVER CLEANOUT
N; FACE SHALL
15' ABOVE HORIZONTAL WHERE CLEANOUT BE WITHINY SHEEP THEE
HEIGHT ABOVE ROOF
m TEE IS CONCEALED ROOF
SHALL EXCEED LOCAL JOY TERIYAKI
i COMBINATION IN A CHASE OR 4" OF WALL MAXIMUM SNOW DEPTH
1/8TH BEND PARTITION SURFACE.
N AND WYE EXTENSION ON ROOF (CONTRACTOR SHALL
15' MIN ABOVE F�O� E REQUIRED VERIFY), 12" MINIMUM. MECHANICAL
IN
E HORIZONTAL AND
PLUMBING
2
9 SANITARY MAIN FLOOR FERENCE ONLY DETAILS
N DOWNSTREAM OF SLAB COMBINATION OT PROVED WITH THIS PERM T
i WATER CLOSET LONG SWEEP AT END OF LINE WYE AND EIGHTH +i�l 1
OR COMBINATION WYE AND BEND IN RUN sxC°°°""""°" °"^'"` '"`s`"`°
EIGHTH BEND IN DIRECTION JOIST
DWV BRANCH CONNECTION RUN OF LINE CLAMPTTYPE
OF FLOW
W DOWNSTREAM OF TOILET WALL CLEANOUT VENT THRU ROOF VTR
MP13 . 2
J o 3 NTS 01.29.10 MP58 2 NTS 04.27.12 MP64 NTS 04.27.12 MP65
w
CL
d
o PRELIMINARY
z
a
w
KEYNOTES GENERAL NOTES
N
9 3
15.100 ROUTE PIPING THROUGH JOIST SPACE. 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC m
COORDINATE WITH HVAC AND OTHER FEET PER HOUR (CFH) IS BASED ON A
TRADES PRIOR TO INSTALLATION. DO HEATING VALUE OF 1000 BTU PER HOUR (1 g
NOT INSTALL PIPING DIRECTLY UNDER
MBH) PER CUBIC FOOT AND SPECIFIC GRAVITY
SKYLIGHT WELLS UNLESS INDICATED OF 0.6. CONTACT LOCAL UTILITY FOR EXACT
OTHERWISE ON PLANS. COORDINATE LOCATION AND SIZE OF GAS METER, GAS N
WITH SPRINKLER CONTRACTOR PRIOR PRESSURE, SIZE AND TYPE OF PIPING AND
TO INSTALLA11ON IN ORDER TO VALVES REQUIRED FOR CONNECTION TO LL
MAINTAIN REQUIRED CLEARANCES
FROM SPRINKLERS. REFER TO PIPE METER. VERIFY CORRECT GAS PRESSURE
SUPPORT DETAIL FOR INSTALLATION. DOWNSTREAM OF SERVICE REGULATOR AFTER
GAS UTILITY COMPLETES INSTALLATION. M
O O O 15.102 MOUNT SHUT-OFF VALVE ABOVE 2, SANITARY SEWER PIPING SHOWN IS BASED ON
ACCESSIBLE CEILING AT 14 FT. AFF. INE 1/4" PER FOOT FALL FOR PIPING 3" AND
I NEXTETO VALVE END SIGN FABOVE ROM OCEEIL NGLD T TO ER LREAD
SMALLER AND 1/8- PER FOOT FALL FOR sEk
AS FOLLOWS: "TENANT WATER SUPPLY PIPING 4" AND LARGER. COORDINATE
TJERNLUND LB1SHUTOFF VALVE" BUILDING SEWER LOCATION AND INVERT
- .
DRYER BOOSTER FAN ELEVATION WITH CIVIL DRAWINGS.
CLOTHES I ( INSTALL PER TENANT RESPONSIBLE 15.128 CONNECT DWV BRANCH LINE TO MAIN
WASHER PIPING MANUFACTURER'S FOR FINAL DRYER VENTUSING 1/8TH BEND AND WYE OR
3. PROVIDE ADDITIONAL TRAP SEAL PRIMERS AT
15.100 CONNECTION BOX ( I INSTALLATION CONNECTION AT DRYER NO EXTRA COST AS REQUIRED BY AUTHORITY owam%
3' COMBINATION FITTING TO PREVENT
WCO INSTRUCTIONS REF 6-MP22 2 HAVING JURISDICTION. REFER TO TRAP PRIMER
- - _
BACKFLOW. DO NOT USE A SANITARY
TEE FITTING. DETAIL.
SKI � � R F � � 4. INSTALL VTR'S A MINIMUM OF 24" FROM
I 15.102 1-M�01.2 rjR
EF SEISMIC NOTES FROM PARAPOU SDE AIR ET WALL DINT KIEIOF ROOFTOPMUM OF 10 FT.
WH1 ROUTE
FD1 I 3/4" ' _ 01.2 ;.; EQUIPMENT. REFER TO VTR DETAIL.
T&P RELIEF TO WPRIMER I
P8 C 3" i RAG REFER TO SEISMIC RESTRAINT SHEET SR1 FOR 5. REFER TO RISER DIAGRAMS AND PLUMBING "
FLOOR DRAIN REF 3 MP23.2 ," ( ( 10" CD INSTALLATION DETAILS. REFER TO THE FIXTURE SCHEDULES FOR ALL PIPING AND EIPIRES: 12/31/2015 4�ib✓�
REF � I REF 3-MP23.2 1- 6^ R' F !'! 250 300 SPECIFICATIONS FOR FURTHER INFORMATION. PIPE SIZES NOT SHOWN ON PLAN.
2-MP11.2 � SS SS 2-M 31.2 I
1 g" 6. FOR PIPING ROUTED ON EXTERIOR WALLS,
i VTR 3/4" 5'-10" ( RAG 6" UP ROUTE PIPING ON THE INTERIOR SIDE OF
REF 4- 23.2 3" 12" TO EF3 EQUIVALENT NOMINAL PIPE SIZES INSULATED WALL TO PROVIDE FREEZE
I 650 ON ROOF PROTECTION. HENDERSON
r t1, a 4 PLAN SIZE POLYPROPYLENE PEX ENGINEERSW
REF %-i- _ %F ==_- - _ �' (COPPER) HOT WATER COLD WATER 7. INSTALL CONTINUOUS SEALANT JOINT AT ALL r7h
2-MP11.2 _ ' ° i"'- .�\ GW 3/4" I 2-M 31.2 r-
��� , 2" , 2" 1 2" , 2" EXTERIOR WALL PENETRATIONS. 8345 LENEXA DRIVE,SUITE 300
I I \ DOWN IN Q I i�) lJ EAG1 3 4" 3 4" 3 4" 1" LENEXA,KS 66214
i WALL L2 I I 4� 6" �� L" " 8. INSTALL PIPING AT 60" MINIMUM FROM HVAC *«9137415000 FAx 913 742 5001
„ 1" 1" 1 1 1 4"
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i I 1 1/2- 2" 1 1/2" 2 9. GAS PIPE SIZES ON PLANS HAVE BEEN
7'-8"
2" 2 1/2" 2" N/A DETERMINED IN ACCORDANCE WITH NFPA 54
3/4' 2 1/2" 3" 2 1/2" N/A ENGINEERED FORMULAS.
3/4' I r�`' 3 1 3 1/2" 3" N A
4" 6" 4" N/A 10. FLEXIBLE DUCTWORK IS NOT PERMITTED.
CLOTHES `
WASHER PIPING ` I` I ROUTE 4" DOWN l L
` 10" UP i
NOTE: REFER TO SPECIFICATIONS FOR 11. REFER TO STRUCTURAL DRAWINGS FOR EXACT
CONNECTION SK1 1 ( i THROUGH FLOOR WITH I I i 2 ( i i TO EF2_ APPROVED MANUFACTURERS LOCATIONS OF ROOFTOP EQUIPMENT.
BOX 2'/ELBOW AT 10"AFF _; ON/GOOF
\ ; r r 12. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE
WHA I fit`.� L-' 1 I ° I OVER DIFFUSER AND GRILLE LOCATIONS.
6 - _ LOCATE DIFFUSERS AND GRILLES TO
ROUTE ALONG I I - MP23.2 \ I 2 ACCOMMODATE LIGHTING LAYOUT. DO NOT '^WALL AND END VVCg I I `, 2 MP22.2 INSTALL DUCTWORK OR EQUIPMENT DIRECTLY vJ
OPEN OVER FD1 WH1I �\SLOPE 2" HORIZONTAL � I I I ` � � 200 UNDER SKYLIGHT WELLS UNLESS NOTED I--
CI DRAIN PIPING IN WALL I I _y OTHERWISE ON PLANS. z
L2 i AT 1/4" PER FOOT I i i1 y 13. DUCT SIZES SHOWN ON DRAWINGS ARE NET Q
3/4" II I I FREE AREA. INCREASE RECTANGULAR SHEET z
L--''� 6
1/2" �J METAL SIZE AS REQUIRED FOR LINER. REFER
1/2" HW AND CW TO
MP23.2 1 I r- I r-- TO SPECIFICATIONS FOR THE INSULATION LU
SHAMPOO BOWL 1 .� I I
REF 6-MP23.2 % I I THICKNESS. CONTRACTOR'S OPTION, ROUND I-
-I / t DUCTWORK OF EQUIVALENT FREE AREA MAY r`!
° 1 ° BE USED IN LIEU OF RECTANGULAR. 0 ID
0
B --"---'-----� -" - -- B ----- - - - - --- 14. DUCT SUPPORT AND GRILLE DETAIL IS 0
O - - ----- SHAMPOO BOWLS\_ I - ------- O "- ��� i Z LL
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NTS -` . INSTALLED BY TENANT. I �� EAG1 NOT SUPPORT DUCTWORK FROM BRIDGING. DO _ Y
NOT USE FASTENERS THAT PENETRATE ROOF N
5 8 DECK. m LL
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- I N1 BY CONTRACTOR , I I �1 -T
o i i WCO i I i i , y ` 2a0 15. PROVIDE CONCENTRIC TRANSITIONS FOR Q O
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1-- ` J APPLICABLE THROUGHOUT THE STORE. I_ rn
I • I M 22.2 00
17. PROVIDE VOLUME CONTROL DAMPERS IN 0 �
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MINIMUM OF 24" AWAY FROM DIFFUSERS AND Q 0 0 0
i f I I r r I A MAXIMUM OF 60" ABOVE THE CEILINGS FOR w < z o
i i I i I I ACCESSIBILITY UNLESS SHOWN OTHERWISE ON -r oaf
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I I DAMPERS MUST BE INSTALLED ABOVE r =
C) I `�__J I ( -„ -RTl�2 J NON-ACCESSIBLE CEILINGS. REFER TO
Ln 150 MBH VOLUME/BALANCE DAMPER SCHEDULE FOR BEVsaxs
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I T APPROVED MANUFACTURERS.
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I 3 18. INSTALL EXHAUST FANS A MINIMUM OF 10 FT
MP22 2 FROM OUTSIDE AIR INTAKE OF ROOF TOP
J IUNITS. INSTALL EXHAUST FANS AND ROOF
CD 14TOP UNITS A MINIMUM OF 10 FT FROM ROOF
zI I I 10 EDGE OR A MINIMUM OF 6 FT FROM PARAPET
a q 350 o WALLS THAT ARE AT LEAST 42" HIGH.
v ( I I TYP OF 3
o i o 19. LABEL RTU'S WITH 6 IN BLACK PERMANENT
PAINT STENCIL. NUMBER UNITS AS INDICATED DATE
�
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,n UNIT SO IT CAN BE READ FROM THE ROOF 06.15.15
TR 2"V I I I HATCH.
3"VBM No.
WC01 J 2"V 20. PROVIDE START-UP ASSISTANCE FOR ALL
CLOTHES
2"V ` / I I I GAS-FIRED EQUIPMENT INCLUDING BUT NOT
55 LIMITED TO ROOF TOP UNITS, RADIANT °D°
N FIE
WASHER PIPING 2 V I I ( CD CD
CONNECTION I/ 2"�
HEATERS, UNIT HEATERS, AND COOKING
BOX 10" 10" EQUIPMENT. COORDINATE ADJUSTMENT OF ME
325 325 REGULATORS WITH SET-UP PERSONNEL TO
SK1 2'V �� \/ / G�� o o ENSURE CORRECT GAS FLOW PRESSURES FOR GREAT CLIPS
15128 .-I 1 1/2"V I ❑ ��� PROPER OPERATION OF ALL EQUIPMENT
/ __ _ - 21. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE MECHANICAL
15.127 i� W FD1 WCO O- O _ EXIST
ING CONDITIONS
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W/PRIMER I EXISTING CONDITIONS WERE TAKEN FROM PLUMBING
Y55 L2 I I ( ORIGINAL DRAWINGS AND MAY NOT REFLECT
E �� FD1 EXACT AS-BUILT CONDITIONS. COORDINATE PLANS
W/PRIMER 1 1/2" STUB OUT FOR ( I ( NEW WORK AND DEMOLITION WITH OTHER
/ SHAMPOO BOWLS DISCIPLINES AND EXISTING CONDITIONS PRIOR
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S PIPE SIZE SCHEDULE AND SPECIFICATIONS.
,,4.. - ,'-D'• - M P 21 . 2
_j o REFERENCE ONLY
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MAX TOP CHORD OF JOIST ROOF SERVED CAPACITY OUTSIDE INPUT DETECTOR3
ROOF TONS CFM ESP AIR CFM OPERATION MBH LOCATION 18/12 RECTANGULAR DUCT 18" WIDE
RTU2 GREAT CLIPS 5 2000 0.5" 450 AUTO 150 --- BY 12' DEEP
2"x2"x1/4" ANGLE OR S
6 1 5/8"x1 5/8" UNISTRUT GENERAL INFORMATION (ALL UNITS): 12" 12" DIAMETER ROUND DUCT "
1. UNIT FURNISHED BY OWNER. INSTALLATION BY CONTRACTOR.
DUCT HANGER STRAP 6 M ti
REF SPECIFICATIONS 2. UNIT IS 208V, 3 PHASE, 60 HERTZ. UNITS MUST BE UL OR ETL AS WELL AS AGA APPROVED. MINIMUM AFUE = 80%. N r
1 -0 3. UNIT OPERATING WEIGHT (LBS): 5 TON = 1087. ® SUPPLY DUCT IN SECTION
4. OUTSIDE AIR IS CONDITIONED THROUGH THE ROOFTOP UNIT AS SCHEDULED ABOVE IN ACCORDANCE WITH ASHRAE 62.1-2007.
LOADS MUST BE 5. HACR-TYPE RATED CIRCUIT BREAKER. RETURN OR EXHAUST DUCT IN
HUNG WITHIN 3" BOTTOM OF 1" MIN. 6. SINGLE POINT POWER AND GAS ENTRY CONNECTIONS. SECTION a
OF PANEL POINTS STRUCTURE SHEET METAL 7. ROOF CURB AND ANCHOR BRACKETS FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. REFER TO o
SCREWS TYP
REF STRUCTURAL PROVIDE PREFAB SPECIFICATIONS AND HVAC SEISMIC/WIND RESTRAINT BRACKET DETAIL. RECTANGULAR RADIUS ELBOW
THREADED ROD
TYP DRYER VENT AT SHEET METAL VENT STACK 8. UNIT ENERGY EFFICIENCY RATING (EER) PER ARI 210 & 360 ARE AS FOLLOWS: 5 TON = 12.8.
,
60' MAX. K o OUTLET WITHOUT 9. UNIT SEASONAL ENERGY EFFICIENCY RATING (SEER) PER ARI 210 & 240 ARE AS FOLLOWS: 5 TON = 15.5.
00 RECTANGULAR DUCT-j ANGLE OR BIRDSCREEN (FIELD 10. PROGRAMMABLE THERMOSTAT IS FURNISHED SEPARATELY BY LENNOX AND INSTALLED BY CONTRACTOR. RECTANGULAR TEE
z FABRICATED DRYER 11. MAKE FINAL COMPRESSOR WIRING TERMINATIONS ON ROTATION-SENSITIVE COMPRESSORS.
RECTANGULAR DUCT 1 5/8"x1 5/8" UNISTRUT RECTANGULAR DUCT o VENT DAMPER IS
PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE o m UNACCEPTABLE 12. FULLY MODULATING ECONOMIZER. (T�
URETHANE RUBBER SEAL SYSTEM 13. FACTORY INSTALLED CONVENIENCE RECEPTACLE. ROUND (OR OVAL) ELBOW
F �
LOADS MUST BE w 14. STANDARD PERFORMANCE ECONOMIZER. tJ PROF
a
HUNG WITHIN 3° BEAM CLAMP
OF PANEL POINTS IN OPTIONAL ROUTING -
07 27 12 VOLUME BALANCE DAMPER
3' REF STRUCTURAL
AREASOCONCEALED REF SPECIFICATIONS
DUCT HANGER ROOF
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ROOF MAX ROOF i � ' I I I I i I ( ( ROOF AIR DEVICE SCHEDULE SUPPLY AIR DIFFUSER WITH
ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. ROUND SUPPLY DUCT
W 1 1/2" MARK SERVICE MANUFACTURER STYLE FRAME TYPE FACE SIZE NOTES
GLASS FIBER INSULATION RETURN OR EXHAUST AIR DIFFUSER
/ MODEL WITH ROUND DUCT
OFFSET AS
6" CD SUPPLY AIR TUTTLE & BAILEY E.H. PRICE CARNES ROUND NECK LAY—IN 24 X 24 A, C, D o//
/ REQUIRED S1200 SCD SFTB CEILING DIFFUSER EZPIRE5: 12/31/205 S
CD DIFFUSER OR GRILLE TYPE
TG TRANSFER AIR TUTTLE & BAILEY E.H. PRICE CARNES 1/2"x1/2%1/2" LAY—IN 24 X 24 B, C, D 12" BRANCH DUCT AND/OR NECK SIZE
/ RAG RETURN AIR CRE500 8OTB RAPAH EGGCRATE B, C, D, E
BOTTOM OF—/ 450 CFM
STRUCTURE 2"x2"x1/4" ANGLE OR EAG EXHAUST AIR CEILING GRILLE B, C, D, E
DUCT HANGER STRAP 1 5/8"x1 5/8" UNISTRUT TG1 TRANSFER AIR TUTTLE & BAILEY E.H. PRICE CARNES 1/2"x1/2"x1/2" SURFACE 12 X 12 B, C, D OT RTU1 THERMOSTAT HENDERSON
RAG1 RETURN AIR CRE500 SOF RAPAF EGGCRATE MOUNT B, C, D, F, G ENGINEERS_
REF SPECIFICATIONS Z�mRl DUCT SUPPORT BAND
s� OAREA, ,.. ,,..
EAG1 EXHAUST AIR CEILING GRILLE B, C, D, F, GROUND SUPPLY l02SAME SIZE AS STRAP CEILINGAIR DUCT VOLUME BALANCE DAMPER SCHEDULE 8345LENEXADKS66214E300
FASTTENERSLOAD D TEL 9137425000 sax 9137425001
TYPE MANUFACTURER MODEL NOTESQ 4" VENT PIPE, CAP AND ROUND AES WMVCDwww.hel.eng.eom
SUPPLY REGISTER, REF FLOOR PLAN N SEAL WEATHER TIGHT FOR RECTANGULAR AES AMD4 1592095935
FOR SIZE AND LOCATION, MOUNT FUTURE TENANT DRYER
REGISTERS ® 30 DEGREE ANGLE IN SVENT CONNECTION1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS.
AREA AND 15 DEGREE ANGLE IN SALESUPPLY 2. DIFFUSERS TO BE INSTALLED IN REFERENCE TO BOTTOM OF GRILLE UNLESS NOTED OTHERWISE.
EXCEPT THOSE SHOWN ON BOTTOM
OF DUCT ON THE PLAN AIR DUCT
NOTES:
PERPENDICULAR TO JOIST PARALLEL TO JOIST A. ALL STEEL CONSTRUCTION.
DRYER VENT B. ALL ALUMINUM CONSTRUCTION.
DUCT S U P P O R T AND GRI LLE C. BRANCH DUCT SIZE SHALL BE SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE.
7 NTS 06.27.03 MM03 D. STANDARD WHITE FINISH.
NTS 04.24.09 MM01 E. FURNISHED WITH NECK FOR DUCT CONNECTION.
F. FURNISHED WITH MANUFACTURER'S OPPOSED BLADE DAMPER IN NECK.
L L W/4, 4" MIN
G. FURNISHED WITH CEILING ROUGH—IN TRANSITION BOX TO BE FRAMED IN CEILING JOIST SPACE. (n
=
REF PLANS FOR 03/16 10.31.14
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RUNOUT SIZES SCREW HOLESFOUR PER ROW FAN SCHEDULE Q
\QBRACKET HVAC UNIT
P P
EQ SPACED TYP ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS
MARK AREA MANUFACTURER CFM ESP MOUNTING V/PH/HZ DRIVE CONTROL W
SERVED MODEL FAN TYPE HP W METHOD I-
#12 TEK SCREWS EF2 GREAT CLIPS SALON AREA CARNES GREENHECK ACME PENNBARRY 400 0.30" ROOFTOP 120/1/60 DIRECT WALL SWITCH O N
(TYP EIGHT VEDK06J2 G-075—D PRACME PENNBARRY 75 0.10N100 DX10R CENTRIFUGAL 1/8 z ROOFTOP 120/1/60 DIRECT WALL SWITCH
Q
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GENERAL INFORMATION:
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z ROOF 18 GA 2. ALL FANS EXCEPT FOR OVERHEAD CIRCULATING FANS MUST BE AMCA CERTIFIED. q 0
Z 45' LEAD IN GALV STRAP A. FURNISH WITH FACTORY MOUNTED DISCONNECT. Q
m BRACKET ATTACHMENT LENNOX RTU BRACKET TYP H
BRANCH DUCT FITTING B. FURNISH WITH GRAVITY YBACKDRAFT
GENERAL DAMPER AND BIRDSCREEN. w
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m 5 BRACKET D. FURNISH WITH FACTORY PRE—WIRED FAN SPEED CONTROLLER. E' D 'co
NTS 08.13.01 MM25
TYP E. FASTEN THE BASE OF EQUIPMENT TO ROOF CURB WITH (8) #10 SET SCREWS AND NEOPRENE / SS BONDED WASHERS (2 PER SIDE).
3 Z) O o z
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m
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a BRACKETS ARE FURNISHED WITH ROOF CURBS. BRACKET CONSTRUCTION, QUANTITIES, AND SPACING SHOWN ON THIS DETAIL IS OF ALL EQUIPMENT
co C FOR GENERAL COORDINATION ONLY. INSTALL BRACKETS ACCORDING TO CURB MANUFACTURER'S INSTALLATION INSTRUCTIONS. ACCESS PANELS.
J \ COORDINATE FINAL BRACKET LOCATIONS WITH EQUIPMENT. DO NOT OBSTRUCT OPENINGS OR UTILITY CONNECTIONS.
o UNION
W
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OOFTOP 06.15.15
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GAS LINE PAINTED 4" 4"
REF ARCH GALVANIZED PIPE STRAP ONE CAM ME
N SIZE LARGER THAN PIPE BALL GAS REF ROOFTOP PIPE
RUBBER WALKPAD ��GAS LINE PAINTED f VALVE BLOCKING DETAIL SHM7nU
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REF ARCH
RUBBER WALKPAD SEDIMENT
FOR INFORMATION ONLY, REFER TO MANUFACTURER'S INSTRUCTIONS. ROOF MEMBRANE ADHERED TO ROOF TRAP MECHANICAL
`
" REF ARCH
NOTES: ROOF INSULATION ( I ROOF MEMBRANE r�E
ROOF SCHEDULES
1. DETACH WOODEN BASE PROTECTION BEFORE RIGGING. 1 1/2" ZINC COATED ROOF INSULATION AND
2. RIG UNIT FOR LIFTING BY CONNECTING RIGGING TO THE UNIT BASE LAG SCREWS TYP `4 A
z
USING BOTH HOLES IN EACH CORNER. ATTACH FOUR CABLES TO —1 1/2" ZINC COATED
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E CAPABLE OF HANDLING WEIGHT LISTED IN MANUFACTURER'S PUBLISHEDZ6X6X12 FOR GAS PIPING
INFORMATION. 8'-0" OC MAX TREATED WOOD BLOCKING: 60" MIN ��
N_ DO NOT ADHERE TO PAD 6X6X12 FOR GAS PIPING
3. ALL PANELS MUST BE IN PLACE FOR RIGGING. F8'-0" OC MAX DO NOT
RA 09
4. PLACE FIELD—PROVIDED H—STYLE PICK IN PLACE JUST ABOVE TOP ADHERE TO PAD °°°°'°'BHT 2016 C" INC. �L 'XTSRESEME°
EDGE OF UNIT. FRAME MUST BE OF ADEQUATE STRENGTH AND C
LENGTH. (H-STYLE PICK PREVENTS DAMAGE TO UNIT.) ( AT ROOFTOP EQUIPMENT REFERENCE ONLY
5. LIFTING POINT SHOULD BE DIRECTLY ABOVE CENTER OF GRAVITY. NOT APPROVED WITH THIS PERMIT
PIPE DIAMETER LESS THAN 2" PIPE DIAMETER 2" OR GREATER
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PLUMBING SYMBOLSim
PLUMBING FIXTURE SCHEDULE 23'.'
ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. 15' MIN ABOVE HORIZONTAL PLANE SS SANITARY SEWER CD CONDENSATE DRAIN —a— WATER/FLOW METER
MARK FIXTURE BRANCH SIZES (MIN.) MANUFACTURER CATALOG TRIM AND ACCESSORIES NOTES HORIZONTAL —GW GREASE WASTE — — — — — — — — PLUMBING VENT I WHA WATER HAMMER ARRESTOR
CW HW WASTE VENT NUMBER SANITARY BRANCH M
SK1 LAUNDRY 1/2" 1/2" 2" 1 1/2" FIAT FL-1 CHROME PLATED FAUCET: FIAT A-1 APPROACHING MAIN SECTION A — —I
SINK DOMESTIC COLD WATER �I� UNION T & P RELIEF VALVE
SIXTEENTH BEND OR OTHER 1—L N
WC8 WATER CLOSET 1/2" --- 4" 2" TOTO CST744EL 1.28 GPF FLUSH TANK W/ LOCKING COVER TO MAINTAIN APPROACH -- DOMESTIC HOT WATER �— GAS PRESSURE REGULATOR _ I TMV THERMOSTATIC MIXING VALVE
HANDICAPPED AMERICAN 215AA.104 ELONGATED SEAT: BEMIS 1055SSC, MAINLINE ML 1055SSC INTO MAIN AT a
(TANK) STANDARD SUPPLY LINE: STAINLESS STEEL BRAIDED HOSE, 15' ABOVE HORIZONTAL
DOMESTIC HOT WATER RETURN — ��� GAS COCK ❑O FD1 FLOOR DRAIN N
(FLOOR MOUNT) 1/4 TURN BALL VALVE STOP. COMBINATION a
CAST IRON FLOOR FLANGE: ZURN CF-2984-CI4, TYLER 2-252TS, 1/8TH BEND n o
WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS.
AND WYE T TEMPERED WATER C ELBOW - TURNED DOWN O ROOF DRAIN r ,
L2 LAVATORY 1/2" 1/2" 1 1/2" 1 1/2" SLOAN SS-3003 FAUCET: TOTO EL3LS-10 - 0.5 GPM SENSOR OPERATED SELF- A, B 15' MIN ABOVE �\ON G NATURAL GAS ELBOW - TURNED UP 0 FCO FLOOR CLEANOUT
TOTO LT307.4 GENERATING POWER SYSTEM, STANDARD SPOUT, 4" COVER HORIZONTALSEC
PLATE, GRID STRAINER WITH TAILPIECE, P-TRAP WITH CLEANOUT, BALL VALVE TEE - TURNED DOWN —D YCO YARD CLEANOUT
STOP VALVES, SS BRAIDED WATER SUPPLIES AND sF�
ESCUTCHEONS. PROVIDE THERMOSTATIC MIXING VALVE FOR L2. ��\ 0�-- - PLUG VALVE -- TEE - TURNED UP _+FPWH FREEZE PROOF WALL HYDRANT
CARRIER: JOSAM 17100, WADE W-520. SANITARY MAIN PAS
LAVATORY ENCLOSURE: TRUEBRO LAV-SHIELD 2018 DOWNSTREAM OF �— CHECK VALVE —� WATER PRESSURE REGULATOR HB HOSE BIBB
L2 ASSE 1070 THERMOSTATIC MIXING VALVE: ZURN ZW3870XLT WATER CLOSET
GENERAL INFORMATION (ALL FIXTURES): OA�l bC SHUT-OFF VALVE IN VERTICAL LINE BACKFLOW PREVENTER —II WCO/CO WALL CLEANOUT/CLEANOUT
1. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES;
- SST RAIDED WATERNSUPPLYU FLEXIBLE BRAIDEDN TOAINL SS STEEL (SS)HOU ERRSSHEATHINGEWITHBREINFORCEDSPVC NNERETUB NGBRASS NUTS AND SLIP INSERTS. D WV BRANCH CONNECTION
DRAIN / CLEANOUT SCHEDULE
- STOP VALVES: CHROME PLATED BRASS, QUARTER TURN ANGLE STOP VALVES. DOWNSTREAM 0 F TOILET
NOTES: Q ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS.
A. INSTALL FURNISHED 1/2" X 3 3/4" STAINLESS STEEL SIMPSON WEDGE-ALL WEDGE ANCHORS FOR ALL FIXTURE CARRIERS. v NTS 01.29.10 MP58 MARK DESCRIPTION EXPIRES: 12/31/2015
B. INSTALL FURNISHED THERMOSTATIC MIXING VALVE. MANUFACTURER MODEL NUMBER
04.24.15 FLOOR AND ROOF DRAINS
SPECIALTY PLUMBING FIXTURE SCHEDULE TAP-OFF FROM A LINE CW LINE FD1 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND HENDERSON
SERVING A FREQUENTLY FASTENED GRATE.
MARK FIXTURE FIXTURE MANUFACTURERDCATAL GONUMBER USED FIXTURE TRAP W/ VACUUM IRBRKR. SIOUX CHIEF 842 JOSAM VEF 400J JOATEY 72000
CLEANOUTS MENGINEERS
WHA WATER HAMMER ARRESTOR LEAD FREE CONFORM To PDI WH-201, ANSI A112.26.1M, ASSE 1010. ZURN Z-1024-2 CO THREADED, COUNTERSUNK BRONZE OR POLYPROPYLENE CLEANOUT PLUG. (PROVIDE DRILLED TAP FOR 8345 LENEXA DRIVE,SUITE 300
FIXED AIR GAP / LENEXA,2500 KS 66214
FAx91
WCO CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS. TEL 9137425000 Fax 913
JOSAM SERIES 75000 PRECISION PLUMBING PRODUCTS STAINLESS STEEL #316 SERIES WATTS SS SERIES WILKINS MODEL 1250XL SERIES 6" MIN DISTRIBUTOR ZURN Z1470 Z1469 SIOUX CHIEF 873 1 MIFAB C143 IJAY R. SMITH 4472T www.hei-eng.com
JAY R. SMITH HYDROTROLS SIOUX CHIEF HYDRA-RESTER MIFAB MWH FLOOR IF REQUIRED JOSAM 58540 58600 WATTS CO-590-RD WADE 8590 8480R 1592095935
--- VALVES LEAD FREE FULL PORT BRASS BALL VALVE WITH PLASTIC JACKETED LEVER TYPE HANDLE.
° ° GENERAL INFORMATION (AS APPLICABLE):
RED-WHITE 5044AB OR 5049AB APOLLO SERIES 70LF CRANE LF9210 SERIES WATTS LF-FBV-3C OR LF-FBVSNMrO FP-600-A-LF ° ° ° 4 4 1. REFER TO PLANS FOR DRAIN OUTLET SIZE.
--- TRAP PRIMER LEAD FREE PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL ° 2. LOAD CLASSIFICATIONS: LIGHT DUTY <2000 LBS, MEDIUM DUTY 2000 TO 4999 LBS, HEAVY DUTY
(SINGLE TRAP) VACUUM BREAKER, AND GASKETED ACCESS COVER. 1/2" CW TYP 5000 TO 7499 LBS, EXTRA HEAVY DUTY 7500 To 9999 LBS.
PRECISION PLUMBING PRODUCTS PRIME-RIE OR OREGON #1 SIOUX CHIEF 695
--- TRAP PRIMER LEAD FREE PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL 04.24.15
(MULTIPLE TRAPS) VACUUM BREAKER, GASKETED ACCESS COVER, AND MULTIPLE TRAP CAPABILITY
PRECISION PLUMBING PRODUCTS PRIME-RITE OR OREGON #1 MIFAB M-50ONPB JOSAM 88300 SIOUX CHIEF SERIES 695
--- TRAP PRIMER IN-LINE FLOOR DRAIN TRAP SEAL.
(WATERLESS)
SURE SEAL SS4009 JAY R. SMITH 2692 MIN. 2" WATER C7
04.26.13 SEAL, MAX. 4"
WATER HEATING SYSTEM SCHEDULE z
WATER HEATERS STORAGE TANKS HW SUPPLY TO f HOT WATER a
DETAILS AND DIMENSIONS SHOWN ON THIS DETAIL ARE GENERIC. INSTALL SYSTEM REF PLAN I RECIRCULATION LINE z
MARK AREA MANUFACTURER MODEL MODEL # TANK HEAT V/PH/HZ NOTES TRAP PRIMERS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. THERMOMETER y REF PLAN
SERVED SIZE GAL INPUT All
WH1 GREAT CLIPS A.O. SMITH PREFERRED DEN-52 52 6 KW 208/3/60 A, B, C, D RECIRCULATION N �/
TRAP PRIMER DETAIL CHECK VALVE PUMP (P8)
RHEEM COMMERCIAL ELD52 � O LL
EXPANSION TANKS NTs 09.30.11MP62 _ z O
MARK MANUFACTURER MODEL MANUFACTURER MODEL DESCRIPTION CW SUPPLY TO WATER z LL
HEATER REF PLAN
ETA AMTROL/ST-12 WATTS/PLT-12 FIXED BLADDER TYPE EXPANSION TANK. 4.4 GALLON MINIMUM I BALL VALVE TYP
I p Y
FLEXCON WH-18 WILKINS XT-18 TOTAL CAPACITY, FACTORY STANDARD PRECHARGE CAPACITY. TMV SET p
a RECIRCULATION PUMPS HEIGHT ABOVE ROOF TO 120'
m ROOF FLASHING EXPANSION TANK J O
MARK MANUFACTURER MODEL HP - VPH HZ GPM - HEAD DESCRIPTION SHALL EXCEED LOCAL
oREF WATER HEATING Q
z P8 BELL & GOSSETT NBF 9U/LW 41 W - 120/1/60 5 - 5 FT IBRONZE WET ROTOR INLINE CIRCULATOR MAXIMUM SNOW DEPTH i — SYSTEM SCHEDULE F
m GRUNDFOS UP15-1887 85W - 120/1/60 5 - 5 FT PUMP WITH 3/4" SWEATED CONNECTIONS (CONTRACTOR SHALL HW SUPPLY TO
ROOF VERIFY), 12" MINIMUM. LAUNDRY SINK y DIELECTRIC UNION TYP � Q U) N
T GENERAL INFORMATION (ALL UNITS): x N
CO T 04
1. PROVIDE INCO-LOY HEATING ELEMENTS FOR ELECTRIC WATER HEATERS. OJ L.!_ i-" �
STRAINER TYP T & P RELIEF I- O
0 2. PROVIDE ASME TEMPERATURE AND PRESSURE RELIEF VALVE FOR ALL WATER HEATERS AND STORAGE TANKS. � p O O Z
3 3. PROVIDE VACUUM RELIEF VALVES FOR ALL BOTTOM-FED WATER HEATERS AND STORAGE TANKS. u u O J
C> NOTES: PROVIDE 4 WATER I-
A. PROVIDE 4" THICK CONCRETE HOUSEKEEPING PAD. HOUSEKEEPING PAD HEATER i F- Q Q o O
FOR FLOOR MOUNTED i GALVANIZED SHEET METAL DRAIN v
B. PROVIDE EXPANSION TANK ETA. w 2 Z U
m APPLICATIONS. REF PAN (MIN 24 GAUGE, 1 1/2" DEEP). J
C. 140 'F OUTLET TEMPERATURE. SQUARE WASHER THRU BOLT TYP PLANS AND WATER DELETE DRAIN PAN FOR FLOOR Q Q o
D. PROVIDE NON-SIMULTANEOUS, DUAL-ELEMENT OPERATION. SCHEDULED KW IS FOR INDIVIDUAL ELEMENT. & HEX NUT HEATER SCHEDULE MOUNTED OR UNDERCOUNTER JLo
N
0 07.27.12 ALL THREAD ROD TYP FOR ALTERNATE APPLICATIONS.
n JOIST MOUNTING �aHS
a FENDER WASHER & HEX NUT U—BOLT PIPE INFORMATION. PIPE FULL SIZE WITH AIR
CLAMP TYP GAP
FOR 6 INCH PIPE AND VENT THRU ROOF VTR RECIRCULATION WATER HEATER
o / PIPING LARGER, USE THRU BOLT \ /
a (� BRACKET CONNECTION, WHERE
w ' % i POSSIBLE. USE TRAPEZE f/ NTS 04.27.12 MP65 NTS 11.26.04 MPOS-1
INSULATION
HANGER WHERE JOIST WEB
PIPING CONFLICTS WITH THRU BOLT SECTION AA
INSULATION TOP BEAM
z C-CLAMP TYP
_ PIPING SHIELD i
o
m BRACKET 3" 3" 24" 6" t / DATE
4" 4" TYP MA MAX MIN MAX A /DECK TYP COLUMN OR
N PARTITION 06.15.15
WSTE
AS SHOWN
�OF SINK) 3/8" ALL /,! �� ON FLOOR ecR�
INSULATION!
THREAD ROD / A �, { PLAN
INSULATION
\
% PIPINGcl� �' ceoo RE
INSULATION V JOIST PANEL ��� CLEANOUT COVER CLEANOUT REFERENCE ONLY
— �— HW, CW LINES SHIELD jr POINTS TYP WHERE CLEANOUT FACE SHALL
2.5"x2.5%.25" ANGLE OR TEE IS CONCEALED BE WITHIN
NOT APPROVED WITH THIS PERMIT sH¢t mte
CLEVIS TOP CHORD OF JOIST IN A CHASE OR GREAT CLIPS
N ao 1 5/8"xl 5/8" UNISTRUT HANGER MAINTAIN VISIBLE PARTITION PROVIDE MECHANICAL
SURFACE.
E
CLEARANCE
LEARA CEME BETWEEN E TYPE I
FREQUIRED ° FLOOR SLAB ON GRADE
SCHEDULES
NOTE: ° SAME SIZE AS SEWER
AND
FINISHED FLOOR 1. UTILIZE FOR ALL PIPING EXCEPT SPRINKLER, ROOF DRAIN, AND REFRIGERATION PIPING. UP To 4" MAXIMUM DETAILS
2. SPACE HANGERS AND SUPPORTS IN ACCORDANCE WITH SPECIFICATIONS.
3. LOCATE HANGERS WITHIN 3 INCHES OF JOIST PANEL POINTS U.N.O. LONG SWEEP ELBOW ATT�,�EN N
NNOTES: 4. DO NOT SUPPORT PIPING FROM BOTTOM CHORD OF BAR JOISTS. FLOOR END OR TURN OF RUN IlLJ lv\Lpl 995. INDIVIDUAL PIPES 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3 INCHES OF PANEL POINT. SLAB 1. SHAMPOO BOWLS To HAVE 1 1/2" STUB—OUT, 2" WASTE, 1/2" H&C WATER. 6. FOR PIPE RUNNING PARALLEL TO JOISTS, ATTACH TRAPEZE BEAM CLAMPS TO JOISTS ON EACH LONG SWEEP AT END OF LINEGHTH COMBINATION WYE AND "LOTRfGHT MI5 -BCr WnnuRIGHnREWE D
SIDE OF PIPE TYP. OR COMBINATION WYE ANDN EIGHTH BEND IN RUN seEEr
C:C
2. TENANT PROVIDED SHAMPOO BOWL WITH INTEGRAL VACUUM BREAKER. 7, TRAPEZE HANGERS AND ALL THREAD RODS ARE SIZED TO CARRY (MAX) 6 - 3 INCH DIAMETEREIGHTH BEND IN3. REF ARCHITECTURAL FOR SHAMPOO BOWL LOCATIONS. VERIFY FOR ROUGH-IN. COPPER PIPES FULL OF WATER (37.62 LBS/FT) OR EQUIVALENT. IF LOAD EXCEEDS MAXIMUM, RUN OF LINEDIRECTION
CONTACT THE EOR FOR PROPER SIZING. OF FLOW
W
SHAMPOO BOWL CONNECTIONS PIPE SUPPORT WALL CLEANOUT FLOOR CLEANOUT MP23 . 2
J
L a
w NTS 06.29.01 MP02
� NTS 11.18.08 MP55 NTS 04.27.12 MP64 NTS 04.27.12 MP63
0 0
PRELIMINARY
z
a
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GENERAL NOTES ® 2
d
3
1. THE NATURAL GAS DEMAND SHOWN IN CUBIC n
FEET PER HOUR (CFH) IS BASED ON A
HEATING VALUE OF 1000 BTU PER HOUR (1 gg
MBH) PER CUBIC FOOT AND SPECIFIC GRAVITY In
OF 0.6. CONTACT LOCAL UTILITY FOR EXACT
LOCATION AND SIZE OF GAS METER, GAS
PRESSURE, SIZE AND TYPE OF PIPING AND i
VALVES REQUIRED FOR CONNECTION TO
METER. VERIFY CORRECT GAS PRESSURE
DOWNSTREAM OF SERVICE REGULATOR AFTER N a
GAS UTILITY COMPLETES INSTALLATION. M a
O3 O O3 4 2. SANITARY SEWER PIPING SHOWN IS BASED ON
1/4" PER FOOT FALL FOR PIPING 3" AND
I SMALLER AND 1/8" PER FOOT FALL FOR SUL
PING 4" AND
I I I I B ULD NG' EWERLLOCATION CANDDINATE INVERT
I I I I ELEVATION WITH CIVIL DRAWINGS.
3 INSTALL QUIPMENTPING AT 60"AND PARAPET WIMUM ALLS.
FROM HVAC
WALLSl� Ppm
1 i �
-- �A V / �T—"'-' C 4. INSTALL ROOFTOP UNITS A MINIMUM OF 10 FT
FROM EDGE OR A MINIMUM OF 60" FROM
CAP FOR RE�, I PARAPET WALLS THAT ARE AT LEAST 42"
FUTURE USE 1-MPQ1.2 I ( HIGH.
I I
15.102 2„ i j 5. GAS PIPE SIZES ON PLANS HAVE BEEN
( i 15.100 r-=�' I DETERMINED IN ACCORDANCE WITH NFPA 54
ENGINEERED FORMULAS.
III o i I ( W12312015lt
REF -� ---- /~^ r RE ""'ii C__ r__1 " II 6. REFER TO STRUCTURAL DRAWINGS FOR EXACT
2-MP21.2 SS ;' { 1-MP01.2 i I u I I LOCATIONS OF ROOFTOP EQUIPMENT.
11
7. LABEL RTU'S WITH 6 IN BLACK PERMANENT
>_ yY8 PAINT STENCIL. NUMBER UNITS AS INDICATED HENDERSON
. Qyj
REF `~ � I I ON DRAWINGS. LOCATE LABEL FOR EACH
REFl II �� r I 4- I UNIT SO IT CAN BE READ FROM THE ROOF ENGINEERS
2-MP21.2 GW 1-MP 1.2 "' REF HATCH. 8345LENEMDRIVE,SURE 300
4 4 I 1-Mp01,2 I 8. PROVIDE START-UP ASSISTANCE FOR ALL LENEXA K566214
I TEL 913 742 5000 rix 913 742 5001
I ( 1 ( I GAS-FIRED EQUIPMENT INCLUDING BUT NOT www.hol-ong.com
LIMITED TO ROOF TOP UNITS, RADIANT 1592095935
`t, HEATERS, UNIT HEATERS, AND COOKING
EQUIPMENT. COORDINATE ADJUSTMENT OF
K** /1 / I ! )� I� I REGULATORS WITH SET-UP PERSONNEL TO
ENSURE CORRECT GAS FLOW PRESSURES FOR
------""- ` --"- -"- `` PROPER OPERATION OF ALL EQUIPMENT
2 I 9. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE
, f
- 1 M f AND BECOME FULLY ACQUAINTED WITH THE
k EXISTING CONDITIONS OF THE PROJECT.
o ` EXISTING CONDITIONS WERE TAKEN FROM
I ORIGINAL DRAWINGS AND MAY NOT REFLECT
EXACT AS-BUILT CONDITIONS. COORDINATE
` NEW WORK AND DEMOLITION WITH OTHER
DISCIPLINES AND EXISTING CONDITIONS PRIOR
M:o
11 a TO CONSTRUCTION..
C10. AT CONTRACTOR'S OPTION, IN LIEU OF z
COPPER WATER PIPING, PEX OR AQUATHERM
PIPING MAY BE PIPE SIZE SCHEDU ED ANDEFER SPECIFFIICAQTI)ONS.IVALz
'_i KEYNOTES "oct
_— _— -------r- ' � J �---- Z
-- ------
B — -- --
f a-- ---- - -- B O 0
LL
15.100 ROUTE PIPING THROUGH JOIST SPACE. Z
i ° t_ 1 i j oLl `-mac✓ I COORDINATE WITH HVAC AND OTHER _ Y
m I I TRADES PRIOR TO INSTALLATION. DO J
r` '} / r r= Z ,^= �r-II NOT INSTALL PIPING DIRECTLY UNDER m
iiIs, ! t I It-I
I SKYLIGHT WELLS UNLESS INDICATED _j 0
zo tJ ( OTHERWISE ON PLANS. COORDINATE
o - WITH SPRINKLER CONTRACTOR PRIOR
LL]
TO INSTALLATION IN ORDER TO
m 1 t 1 --UU I t I 15.701 MAINTAIN REQUIRED CLEARANCES Q N
i s _yJ I ` FROM SPRINKLERS. REFER TO PIPE ORTU3 =
m SUPPORT DETAIL FOR INSTALLATION. m
3 0 t LIrc -i I o { 'C7. ^ ^ 8 MBH i 15.102 MOUNT SHUT-OFF VALVE ABOVE p o o
I I ACCESSIBLE CEILING AT 14 FT. AFF.
SUSPEND SIGN FROM COLD WATER LINE o O
I I r_ I NEXT TO VALVE ABOVE CEILING TO READ w < Z
1 FAS AS FOLLOWS: 'TENANT WATER SUPPLY Q Q o
Lo n
1 { I I 1 I I I , ! I I I SHUT-OFF VALVE". > c9
N '--ti I _ J I 15.701 PROVIDE VERTICAL SUPPLY AND RETURN
mo r_r -, ` MP32.2 r_ - r4: 1 DUCT SAME SIZE AS UNIT OPENING. RMONS
I, � !! I I EXTEND TO 24" BELOW ROOF JOISTS
3 hs`_.� L-Ju i. _ t _.,.t_ AND CAP FOR FUTURE TENANT
z i ° i ° SIM 3 r- I FINISH-OUT.
MP32.2 (�1� � � � 1
SEISMIC NOTES
o I I °du REFER TO SEISMIC RESTRAINT SHEET SR1 FOR
DAMINSTALLATION DETAILS. REFER TO THE �
RTU3 T SPECIFICATIONS FOR FURTHER INFORMATION.
48"AFF I 06.15.15
J ° °
z � I � I
BORA N0.
EQUIVALENT NOMINAL PIPE SIZES
I i
CAM ME
I { I PLAN SIZE POLYPROPYLENE PEX
-� i t ' ' i --, i tiJ j 2" , 2" 1 2" 1 2" sN�r ME1
YY I (COPPER) HOT WATER COLD WATER
{ }i } ({ - }1 - - }1
o I' `i 'II ``1 ii !"— ^t� A i (i itts i 1 (c'J 3 4„ .3/4" 3 4„ 1" ICON NAILS
1., 1., 1.. 1 1/4-
IL-2
__ ---- MECHANICAL
a- 1 1 4" 1 1 2" 1 1 4" 1 1/2"
E O - O 1 1/2" 2" 1 1/2" 2" AND
2" 2 1/2" 2" N/A
21 2" 3" 2 , 2" N/A PLUMBING
31, 3 1/2" 3" N/A PLANS
E 4" 6" 4" N A
N I I i NOTE: REFER TO SPECIFICATIONS FOR � e
i I I I I APPROVED MANUFACTURERS BCRA 19
OCOPVRIGNT 3015 �BLRA INC.ALI flIGHiS RESERVED
C) SHEET
N
PLUMBING PLAN MECHANICAL PLAN REFERENCE ONLY
NOT APPROVED WITH THIS PERMIT
MP31 . 2
W N
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IN-I d
W
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PRELIMINARY
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SPECIALTY PLUMBING FIXTURE SCHEDULE ROOFTOP UNIT SCHEDULE MECHANICAL SYMBOLSim S2
MARK FIXTURE FIXTURE DESCRIPTION MARK AREA MODEL NOMINAL SUPPLY FAN GAS HEAT SMOKE NOTES E 3
MANUFACTURER CATALOG NUMBER SERVED NUMBER CAPACITY OUTSIDE INPUT DETECTOR
--- VALVES FULL PORT BRASS BALL VALVE WITH PLASTIC JACKETED LEVER TYPE HANDLE. TONS CFM ESP AIR CFM OPERATION MBH LOCATION SUPPLY PLENUM
RTU3 ICON NAILS LGH048H4E 4 1600 0.5" 715 AUTO 108 ---
� o
RED-WHITE 5044AB OR 5049AB APOLLO SERIES 70LF CRANE LF9210 SERIES WATTS FBV-3C OR FBVS-3C NIBCO FP-600-A M
01.27.12 NOTES: RETURN PLENUM
1. UNIT FURNISHED BY OWNER. INSTALLATION BY CONTRACTOR. M w
2. 208V, 3 PHASE, 60 HERTZ. UNIT MUST BE UL OR ETL AS WELL AS AGA APPROVED. MINIMUM AFUE = 80%. OT RTU1 THERMOSTAT
3. UNIT OPERATING WEIGHT (LBS): 4 TON = 869. ^ a
4. OUTSIDE AIR IS CONDITIONED THROUGH THE ROOFTOP UNIT AS SCHEDULED ABOVE IN ACCORDANCE WITH ASHRAE 62.1-2010.
5. HACR-TYPE RATED CIRCUIT BREAKER.
6. SINGLE POINT POWER AND GAS ENTRY CONNECTIONS. PLUMBING SYMBOLS
7. ROOF CURB AND ANCHOR BRACKETS FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. REFER TO N
SPECIFICATIONS AND HVAC SEISMIC/WIND RESTRAINT BRACKET DETAIL.
8. UNIT ENERGY EFFICIENCY RATING (EER) PER ARI 210 & 360 ARE AS FOLLOWS: 4 TON = 12.8. SS- SANITARY SEWER SX
9. UNIT SEASONAL ENERGY EFFICIENCY RATING (SEER) PER ARI 210 & 240 ARE AS FOLLOWS: 4 TON = 17.6.
10. PROGRAMMABLE TEMPERATURE/HUMIDITY THERMOSTAT IS FURNISHED SEPARATELY BY LENNOX AND INSTALLED BY CONTRACTOR. -GW- GREASE WASTE
11. MAKE FINAL COMPRESSOR WIRING TERMINATIONS ON ROTATION-SENSITIVE COMPRESSORS.
12. FULLY MODULATING ECONOMIZER.
DOMESTIC COLD WATER
13. FACTORY INSTALLED CONVENIENCE RECEPTACLE. -
14. STANDARD PERFORMANCE ECONOMIZER. omm%
15. HUMIDITROL REHEAT COIL. C ELBOW - TURNED DOWN16. MULTI-STAGE AIR VOLUME (MSAV) CAPABILITY. O- ELBOW - TURNED UP
07.27.12
TEE - TURNED DOWN
-� TEE - TURNED UP
41 BALL VALVE DPIRES: 12/312015
bC SHUT-OFF VALVE IN VERTICAL LINE
HENDERSON
SQUARE WASHER
THRU BOLT TYP rZAENGINEERS!
& HEX NUT 8345EENUADRIVE,SUIfE300
EENEXk KS 66214
ALL THREAD ROD TYP TEL 913 742 5000 rnx 913 742 5001
www.hel-eng.com
FENDER WASHER & HEX NUT
03/16 1592095935
FOR 6 INCH PIPE AND SCREW HOLES
PIPING LARGER, USE THRU BOLT FOUR PER ROW
BRACKET CONNECTION, WHERE \ BRACKET HVAC UNIT EQ SPACED TYP
INSULATION POSSIBLE. USE TRAPEZE
HANGER WHERE JOIST WEB
PIPING CONFLICTS WITH THRU BOLT SECTION AA
INSULATION TOP BEAM
_ PIPING SHIELDC-CLAMP TYP #12 TEK SCREWS
BRACKET 3" 3" 24" 6" (TYP EIGHT
TYP MA MAX MIN MAX A DECK TYP PER BRACKET)
CURB 10 GA
GALV TYP CHOOSE TOP OR
3/8" ALL IFI BOTTOM ROW U)
THREAD RODINSULATION A ROOF 18 GA
O GALV STRAP
PIPING JOIST PANEL BRACKET ATTACHMENT LENNOX RTU BRACKET TYP Z
ll X INSULATION POINTS TYPZ
„ SHIELD BRACKET
2.5"x2.5 x.25 ANGLE OR CLEVIS TOP CHORD OF JOIST TYP ui
1 5/8"x1 5/8" UNISTRUT HANGER
MAINTAIN VISIBLE 3 & 10 TON N
CLEARANCE BETWEEN PIPE 5 TON
O
AND JOIST MEMBERS TYP 0
NOTE: Z LL
1. UTILIZE FOR ALL PIPING EXCEPT SPRINKLER, ROOF DRAIN, AND REFRIGERATION PIPING.
2. SPACE HANGERS AND SUPPORTS IN ACCORDANCE WITH SPECIFICATIONS.
3. LOCATE HANGERS WITHIN 3 INCHES OF JOIST PANEL POINTS U.N.O. m
5 4. DO NOT SUPPORT PIPING FROM BOTTOM CHORD OF BAR JOISTS. LENNOX RTU BRACKET LAYOUT
Z 5. INDIVIDUAL PIPES 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3 INCHES OF PANEL POINT. Q 0
0 6. FOR PIPE RUNNING PARALLEL TO JOISTS, ATTACH TRAPEZE BEAM CLAMPS TO JOISTS ON EACH W
o SIDE OF PIPE TYP.
z BRACKETS ARE FURNISHED WITH ROOF CURBS. BRACKET CONSTRUCTION, QUANTITIES, AND SPACING SHOWN ON THIS DETAIL IS
c 7. TRAPEZEHANGERSAND ALL THREAD RODS ARE SIZED TO CARRY (MAX) 6 - 3 INCH DIAMETER
m FOR GENERAL COORDINATION ONLY. INSTALL BRACKETS ACCORDING TO CURB MANUFACTURER'S INSTALLATION INSTRUCTIONS. H 0 ('n N
COPPER PIPES FULL OF WATER (37.62 LBS/FT) OR EQUIVALENT. IF LOAD EXCEEDS MAXIMUM, COORDINATE FINAL BRACKET LOCATIONS WITH EQUIPMENT. DO NOT OBSTRUCT OPENINGS OR UTILITY CONNECTIONS. 0 = '
m CONTACT THE EOR FOR PROPER SIZING. rn
LIFTING POINT SHOULD BE 0 0 o
DIRECTLY ABOVE CENTER PIPE SUPPORT HVAC SEISMIC WIND RESTRAINT BRACKET Q w
ED OF GRAVITY NTS 11.18.08 MP55 NTS 06.27.08 MM28 Q 0 0
w Z 3: ci
co W
H-STYLE PICK c' Q Q o
m ROUTE PIPING TO ReiroHs
0
ALLOWFULL G
I O OFAL EQUIPMENT
Q ACCESS PANELS.
z UNION
m
E CENTER OFTEE W/CAPPED 1/8-
CL GRAVITY PRESSURE GAUGE
o CONNECTION
z
a
J
Q
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GALVANIZED PIPE STAINLESS STEEL DATE
STRAP. FIT TIGHT ADJUSTABLE HOSE CLAMP UNOFTOP 06.15.15
ti TO PIPE. Bm NO.
4" 4" (BOTH SIDES)
z GAS LINE PAINTED GALVANIZED PIPE STRAP ONE
z REF ARCH SIZE LARGER THAN PIPE BALL GAS
C> f REF ROOFTOP PIPE CAM FU
0 RUBBER WALKPAD r VALVE
N -GAS LINE PAINTED BLOCKING DETAIL
ADHERED TO ROOF
REF ARCH RUBBERREF CWALKPAD 3" FULL SIZE se�rm�
FOR INFORMATION ONLY, REFER TO MANUFACTURER'S INSTRUCTIONS. ROOF MEMBRANE ADHERED TO ROOF TRAPEN------ � ICON NAILS
ROOF INSULATION REF ARCH ROOF
NOTES: ROOF MEMBRANE MECHANICAL
1. DETACH WOODEN BASE PROTECTION BEFORE RIGGING. 1 1/2" ZINC COATED ROOF INSULATION _ AND
2. RIG UNIT FOR LIFTING BY CONNECTING RIGGING TO THE UNIT BASE LAG SCREWS TYP a z
USING BOTH HOLES IN EACH CORNER. ATTACH FOUR CABLES TO 1 1/2" ZINC COATED
HOLES IN UNIT BASE RAIL, SEE FIGURE. CRANE AND RIGGING MUST BE 6X6X12DFOWOOD BOCKIN :R GAS LPIPINGG LAG SCREWS TYP REFERENCE ONLY PLUMBING
CAPABLE OF HANDLING WEIGHT LISTED IN MANUFACTURER'S PUBLISHED , „ TREATED WOOD BLOCKING: 60" MIN NOT APPROVED WITH THIS PERMIT DETAILS
INFORMATION. 8'-0" OC MAX
E DO NOT ADHERE TO PAD 6X6X12 FOR GAS PIPING
a 3. ALL PANELS MUST BE IN PLACE FOR RIGGING. ^�T
0 4. PLACE FIELD-PROVIDED H-STYLE PICK IN PLACE JUST ABOVE TOP 6'-0" OC MAX DO NOT D lU�lp1
99
EDGE OF UNIT. FRAME MUST BE OF ADEQUATE STRENGTH AND ADHERE TO PAD
LENGTH. (H-STYLE PICK PREVENTS DAMAGE TO UNIT.) AT ROOFTOP EQUIPMENT CED XS"T m" .BLA M. WDNTE RESERVED
0 5. LIFTING POINT SHOULD BE DIRECTLY ABOVE CENTER OF GRAVITY. sir
PIPE DIAMETER LESS THAN 2" PIPE DIAMETER 2" OR GREATER
LENNOX RTU RIGGER ROOF P PIPE BLOCKING GAS CONNECTION SUPPORT MP32 . 2
NTS 01.28.05 2 NTS TO01.28.05 MT07 NTS 01.28.05 MT01-1
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0 0 PRELIMINARY
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i ALL DEVICES ARE NEW OR
TELEPHONE CONDUIT, EXISTING TO REMAIN UNLESS I
i REF CIVIL NOTED OTHERWISE, j
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AEPIRES: 6/30/2015
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SPRINKLER ELECTRICAL RM POWER PLAN
LHENDERSON
ENGINEERS9
8345 EENEM DRIVE,SUITE 300
LINDA,KS 66214
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TEL 9wwww.5000 FAx 913 742 h 5001
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1592095935
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07.30.04 ELECTRICAL ONE- LINE FEEDER SCHEDULE ESO4-1 L1 PANELBOARD GENERAL NOTES ELECTRICAL SYMBOLS LEGEN D Im
s $
EXISTING 208/12OV, 3PH, 4W 10.29.10 ES03 E3 3
FEEDER CONDUCTOR SIZE (75'C) CONDUIT SIZE (EMT) SERVES: HOUSE ELECTRICAL LOADS 200A, M.L.O. 1. PROVIDE SEALS AT RACEWAY PENETRATIONS AS (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) �4
LOCATION: ELECTRIC RM. (7) AIC, SERIES RATED
COPPER ALUMINUM 3 PHASE CONDUCTORS, FOLLOWS: SYMBOL DESCRIPTION
CONDUCTORS CONDUCTORS 3 PHASE CONDUCTORS 3 PHASE CONDUCTORS, NEUTRAL, GROUND, AND A. FIRE RATED WALLS: SEAL PER INCANDESCENT OR HID FIXTURE m F
N0. AND GROUND NEUTRAL, AND GROUND SPECIFICATIONS FOR FIRE STOPPING. � Q
FEEDER (THWN) (XHHW-2) ISOLATED GROUND (WALL MOUNTED/CEILING MOUNTED)
OF � 102AMPACITY B. EXTERIOR: REFER TO ARCHITECTURAL � �
SETS PHASE & GROUND PHASE & GROUND COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM DESCRIPTION WIRE BRKR PL PLBRKR WIRE DESCRIPTION DOCUMENTS FOR SEALING REQUIREMENTS AT 0 FLUORESCENT FIXTURE N „r
NEUTRAL & I.G. NEUTRAL & I.G. NO. FEEDERS FEEDERS NO. FEEDERS FEEDERS NO. FEEDERS FEEDERS B ALL EXTERIOR MOUNTED DEVICES, FIXTURES, LL
1 fire & elec lights 20 1 0.10 1 20 SPARE 2 ENCLOSURES, AND RACEWAY PENETRATIONS. EXIT FIXTURE
200 1 3/0 6 250kcmil 4 A11 2" 2" B11 2" 2-1/2" C11 2" 2-1/2" 3 exterior lights (11) 20 1 0.50 1 20 SPARE 4 FO / ® (WALL MOUNTED/CEILING MOUNTED)
2. WIRING DEVICES: DEVICE MOUNTING HEIGHTS
5 fire alarm 20 1 0.98 0.18 1 20 tem receptacle 6 FLOOR TO CENTER OF
a
[NOTES: 1. CONDUIT SIZE BASED ON CONDUCTOR PROPERTIES LISTED IN THE CURRENT NEC EDITION, CHAPTER 9, TABLES 5 AND 5A, AND ARE FROM FINISHED � EMERGENCY FIXTURE
CONDUIT AREAS LISTED CHAPTER 9, TABLE 4 FOR EMT WITH 40% FILL. OTHER CONDITIONS MAY REQUIRE A LARGER CONDUIT,
7 fire & elec recepts 20 1 0.54 0.18 1 20 temp receptacle 8 OUTLET BOX UNLESS NOTED OTHERWISE ON G3
SIZED PER NEC. 9 UH1 15 1 0.90 0.18 1 20 temp receptacle 10 PLANS. COORDINATE THE STANDARD MOUNTING v
11 uh2 15 1 0.90 0.18 1 20 tem receptacle 12 HEIGHTS WITH MASONRY: SWITCH, SINGLE POLE
13 uh3 #8 35 2 2.50 0.18 1 20 temp receptacle 14 A. SWITCHES +46" SEAL
15 2.50 0.02 1 20 spare 16 B. RECEPTACLES +20" $3 SWITCH, 3-WAY
17 telephone rece t 20 1 0.36 1 20 spare 18 C. VOICE/DATA +20"
19 space space 20 3. WIRING SHALL INCLUDE FINAL CONNECTION TO $M SWITCH, MANUAL MOTOR
21 space space 22 ALL EQUIPMENT IN CONFORMANCE WITH
23 space Ispace 24 EQUIPMENT SUPPLIER WIRING DIAGRAMS. RECEPTACLE, DUPLEX
25 space space 26 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING RECEPTACLE, DUPLEX, �� &
COMPLETE PANELBOARD IDENTIFICATION �tiO�NF�t.9
27 space space 28 CEILING MOUNTED
29 s ace Ispace 30 SCHEDULES. 4Rl 72896PE
31 space space 32 5. BRANCH CIRCUIT CONDUCTORS SHALL BE ® RECEPTACLE, SPECIAL
MINIMUM #12 AWG UNLESS NOTED OTHERWISE WORES:
33 space space 34 IN SCHEDULES. WHERE 20A BRANCH CIRCUITS m
35 space space 36 HAVE #8 AND LARGER WIRE SPECIFIED, #10 `Y RECEPTACLE, SIMPLEX
37 space space 38 AWG WIRE SHALL BE USED FOR THE FINAL JUNCTION BOX 39 space space 40 CONNECTION (15-FT MAXIMUM). (WALL MOUNTED/CEILING MOUNTED) �41 contactor ct 20 1 0.01 s ace 42 6. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE
TOTAL 3.50 4.10 2.61 KVA CONDUIT AND DERATE CURRENT CARRYING NON-FUSED DISCONNECT
CONDUCTORS PER NEC.
PER NEC ARTICLE 220 29 34 22 AMPS 7. PROVIDE HANDLE TIES ON ALL MULTIWIRE Eh FUSED DISCONNECT
TOTAL LOAD 10.21 KVA 28 AMPS BRANCH CIRCUITS TO MEET NEC REQUIREMENTS. CIRCUIT, CONCEALED IN WALLS OR r7xj
HENDERSON
FEEDER LOAD 10.36 KVA 29 AMPS 8. CONDUITS EXTENDING BEYOND EXTERIOR WALL: �- CEILING, E INDICATES EXISTING
STUB OUT 2'-0" BELOW GRADE TO 5'-0' CIRCUIT, CONCEALED IN SLAB FLOOR 834EENGNEXA IINITEERS
11
BEYOND EXTERIOR WALLS UNLESS NOTED
OTHERWISE. COORDINATE LOCATION AND
PROVIDE CONNECTION TO SITE CONDUITS. � E INDICATES EXISTING WIRING LENEXA,KS 66214
(1) #3/0 BARE COPPER EXISTING CIRCUITRY SHOWN LOWERCASE IS CIRCUIT, EXPOSED, TEL 913 742 5000 Fwx9137425001
EXTERIOR BASED ON ORIGINAL BUILDING PLANS. IF 9. SUPPORTS FROM STRUCTURE: NO ATTACHMENT r- www.het•eng.eem
WALL OF ANY TYPE SHALL BE MADE TO BRIDGING OR E INDICATES EXISTING WIRING
EXISTING CIRCUITS TO REMAIN ARE NOT 1592095935
VERTICAL SARRANGN NEW CIRCUITSTHE BOAADS CHEDIREES JOIST WEB MEMBERS. UTILIZE ONLY THE TOP
AND BOTTOM CHORDS FOR SUPPORTING THE I--I CONDUIT SLEEVE
BUILDING BASED UPON PRESENT LOCATION OF ELECTRICAL SYSTEM INSTALLATIONS. REF
STEEL (� EXISTING CIRCUITS TO REMAIN GENERAL ELECTRICAL CONNECTIONS TO FLUSH MOUNTED PANELBOARD
METERING STRUCTURE DETAIL.
SWITCHBOARD NEUTRAL BUS 10. ONLY FEEDER CIRCUITS NOTED ON THE ONE SURFACE MOUNTED PANELBOARD
LINE DIAGRAM AND BRANCH CIRCUITS NOTED
MAIN BONDING JUMPER BY LEGEND SHALL BE INSTALLED UNDER SLAB. MANUFACTURED WIRING SYSTEM
BOND TO BUILDING ALL OTHER FEEDER AND BRANCH CIRCUITS
STEEL WITH EXOTHERMIC EQUIPMENT BONDING JUMPER SHALL BE INSTALLED OVERHEAD.
WELD 11. WHERE GROUPED CONDUITS ARE INSTALLED IT TELEPHONE / DATA BOX
EQUIPMENT GROUND BUS WITHIN THE JOIST SPACE, COORDINATE WITH LOW VOLTAGE CABLE
FINISHED FLOOR SPRINKLER CONTRACTOR PRIOR TO V BOX FOR OTHER
FINISHED INSTALLATION IN ORDER TO MAINTAIN REQUIRED N MOTOR E-
CLEARANCES FROM SPRINKLERS /V
GRADE-,,,,,. 12. SEISMIC ZONE REQUIREMENTS: PROVIDE Z
nMUST
EXPANSION COUPLINGS AND BRACING FOR .� PUSH BUTTON Q
ELECTRICAL EQUIPMENT AS REQUIRED BY LOCALzCODES. BUZZER W7m/
13. PROVIDE LIQUID-TIGHT FLEXIBLE METALCONDUIT AND WIRING FROM DISCONNECT SWITCH SAIL SWITCHOR JUNCTION BOX TO EQUIPMENT KNOCKOUT JUNCTION BOX N �/3/0 BARE COPPER CONDUCTOR FROM OR ELECTRICAL CONNECTION POINT. Z OLGROUNDING ELECTRODEEUTRAL BUS. EXTEND 20'-0" AT 14. WHERE EQUIPMENT NAMEPLATE PROTECTIVE SMOKE DETECTOR � 0
SYSTEM INSTALLATIONOTTOM OF FOUNDATION WITH MINIMUM DEVICE RATING DIFFERS FROM SIZE PROVIDED, /� Z LL
SHALL BE IN STRICTF 2" COVERAGE CHANGE OUT BRANCH CIRCUIT WIRING AND ( HORN / STROBE p
COMPLIANCE WITH LOCAL uCODES AND/OR AUTHORITY WATER SERVICE LINE IS METAL, IT OVERCURRENT DEVICE TO APPROPRIATE RATING 5HAVING JURISDICTIONin BE BONDED TO GROUNDING PER NEC. ® DOOR HOLD OPEN �
a ELECTRODE SYSTEM WITH A #3/0 15. UPON COMPLETION OF ELECTRICAL q O
THWN COPPER CONDUCTOR. # / INCOMING INSTALLATION AND PRIOR TO ENERGIZING Q
z PRIMARY CIRCUIT: H
UTILITY __ A. INSPECT WIRE AND CABLE FOR PHYSICAL Of
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m TRANSFORMER �- DAMAGE. ABBREVIATIONS Q N
GROUNDING ELECTRODE SYSTEM B. PERFORM CONTINUITY TEST. AFF ABOVE FINISHED FLOOR 0 X: cli
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NTS 04.26.02 EP07-1 O
M C. VERIFY PROPER PHASING CONNECTION TO ALLO O z
1 THREE PHASE MOTOR LOADS. CF CEILING FAN 0 J g 0
o EF EXHAUST FAN Q X
g G GROUND ~ Q O
w z U
GFI GROUND FAULT CIRCUIT INTERRUPTER
CT'S FURNISHED BY UTILITY, INSTALLED BY CONTRACTOR REPRESENTS THE AVAILABLE FAULT --- EXISTING o a o
a� J L
RH RADIANT HEATER
CT'S LOCATED AT METERING SWITCHBOARD CURRENT IN RMS SYMMETRICAL NEW FIELD INSTALLED UH UNIT HEATER
N METER BASE FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR AMPERES AT THE RESPECTIVE REMMIS
m EXISTING (5) 5" SCHED. 40 EXISTING TO REMAIN:
CD METER FURNISHED BY UTILITY, INSTALLED BY UTILITY TRANSFORMER, PANEL, OR EQUIPMENT CONDUITS WITH PULL WIRE. (5) SETS OF (4)-500kcmil COPPER WH WATER HEATER
w METER LOCATION IN METERING SWITCHBOARD BASED ON INFORMATION RECEIVED FROM OR
o METERING SEQUENCE HOT SEQUENCING (CT'S ON LINE SIDE OF MAIN) THE UTILITY (5) SETS OF (4)-600kcmil ALUMINUM WP WEATHER PROOF COVERPLATE
WR WEATHER RESISTANT RECEPTACLE
v EXISTING SWITCHBOARD (SES) -65 KAIC RATED- 28,179
0 2000 AMP BUS - 120/208 VOLT, 3 PHASE, 4 WIRE
w
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M M M 6M REFERENCE ONLY
SECONDARY TERMINATIONS -0 NOT APPROVED WITH THIS PERMIT
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AT TRANSFORMER BY MAIN 06.15.15
w UTILITY COMPANY DISCONNECT
w OUTSIDE WALL SWITCH Raa w.
SERVICE TRANSFORMER 1 ) ) PANELBOARD NOTES
REF CIVIL PLANS 200A 200A 200A �200A 600A CWDFLE
w
EUSERC RATED SERVICE 3P 3P 3P 3P 3P
o ENTRANCE SWITCHBOARD
w PRIMARY TERMINATIONS AS APPROVED BY UTILITY
o REF CIVIL PLANS PROVIDED BY EDC VENDOR (1) TERMINATE GROUND ON ISOLATED GROUND BUS. SHMTM
w (2) INSTALL LOCKING DEVICE FURNISHED WITH
TRANSFORMER PAD SES PANELBOARD (LOCK-OFF FOR MAINTENANCE). OVERALL
REF CIVIL PLANS SECONDARY TERMINATIONS (3) INSTALL LOCKING DEVICE FURNISHED WITH ELECTRICAL
AT METERING SWBD BY UTILITY SECTION 3 SECTION 2 SECTION 1 PANELBOARD (LOCK-ON FOR CRITICAL LOAD).
rt (4) GFI BREAKER FOR PERSONNEL PROTECTION ONE-LINE &
811 611 B11 NEMA 1, 30A, (5 mA>. SCHEDULES
i.L SECONDARY TRENCH AND BACKFILL 4P, 120V COIL (5) GFI BREAKER FOR EQUIPMENT PROTECTION
PROVIDED BY CONTRACTOR 8,896 10,757 14,920 MECHANICALLY (30 mA).
E PRIMARY SERVICE HELD, TYP
o REF CIVIL PLANS SECONDARY CONDUITS WITH PULL WIRE (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR ���
16 PROVIDED BY CONTRACTOR C2RE
C4 C1 VOLTAGE DROP. SIZE EQUIPMENT GROUNDING
PANEL PANEL CONDUCTOR PROPORTIONALLY PER NEC.UTILITY COMPANY: PORTLAND GENERAL ELEC. GfAWRIG11TMIS .a=M.NGAURS"H�AEMaVEo
CONTACT: RALPH REISBECK SECONDARY CONDUCTORS PROVIDED L2D L4D L1D
ADDRESS: 9480 SW BECKMAN RD BY UTILITY (7) REFER TO ONE-LINE DIAGRAM FOR AVAILABLE
FAULT CURRENT FOR INTERRUPTING RATINGS. srFfr
CITY, STATE, ZIP: WILSONVILLE, OR 97070 (JOY (GREAT (ICON (8) REFER TO ONE-LINE DIAGRAM FOR WIRE SIZES.
PHONE: 503-570-4409 COORDINATE ALL REQUIREMENTS TERIYAKI) CLIPS) NAILS) (9) FACTORY WIRED TO LOAD.
FAX: 503-570-4420 WITH LOCAL ELECTRICAL UTILITY TO SITE LIGHTING PLAN FOR WIRE SIZES.
(OR PRIMARY SERVICE PROVIDER I (10) REFER
Y ILITY COORDINATION WHERE APPLICABLE) PRIOR TO ONE- LINE DIAGRAM (11) THRU CONTACTOR. E20 , 2
BID. PROVIDE ALL MATERIAL AND
= a 12 FURNISH AND INSTALL CIRCUIT BREAKER.
Q_!j LABOR NECESSARY TO COMPLY ( )NT07.27.01 EP26 WITH LOCAL REQUIREMENTS. N.T.S.
a
o (X) DESIGNATES "SMART" BREAKER.
(Da
a
LIGHTING FIXTURE SCHEDULE PANELBOARD NOTES O ® � g
LAMP (PHILIPS) 3
TYPE CATALOG NUMBER VOLTS WATTS ORDER NUMBER QTY MOUNTING DESCRIPTION (1) TERMINATE GROUND ON ISOLATED GROUND BUS. m
(2) INSTALL LOCKING DEVICE FURNISHED WITH
2 Z 2 32 MVOLT ACNP NAWT 120/277 59 F32TBXLSPX50ECO 2 SURFACE 4' STRIP PANELBOARD (LOCK-OFF FOR MAINTENANCE). o
17 ELM2 LED SO 120/277 2 INTEGRAL LED - WALL EMERGENCY LIGHT (3) INSTALL LOCKING DEVICE FURNISHED WITH N
PANELBOARD (LOCK-ON FOR CRITICAL LOAD). N
(4) GFI BREAKER FOR PERSONNEL PROTECTION LL
mA).
G
(5) GFI BREAKER FOR EQUIPMENT PROTECTION
(30 mA). le a
(6) CONDUCTOR SIZE HAS BEEN INCREASED FOR
VOLTAGE DROP. SIZE EQUIPMENT GROUNDING N
O CONDUCTOR PROPORTIONALLY PER NEC.
(7) REFER TO ONE-LINE DIAGRAM FOR AVAILABLE sDL
FAULT CURRENT FOR INTERRUPTING RATINGS.
(8) REFER TO ONE-LINE DIAGRAM FOR WIRE SIZES.
I i (9) FACTORY WIRED TO LOAD.
I '
JUNCTION BOX ATS TEDRE FOR (10) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES.
(11) THRU CONTACTOR. ^72M6PE
3E OTE OIF EXTERIOR GNAGE ITHI A (X) DESIGNATES "SMART" BREAKER.
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WIRES. 6/30/2015
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KEYNOTES
10 VIA CONTACTOR O' /C2, REF 2-E11.2 16.233ROOF TOP UNIT IS PROVIDED WITH A�+1Tr;'U9l—
+ i HACR RATED CIRCUIT BREAKER AND GFI
DUPLEX RECEPTACLE.
16.611 UNITS WITH SMOKE DETECTORS: PROVIDE
j + + 3/4" CONDUIT FROM LOW VOLTAGE WIRING
L20 COMPARTMENT, DOWN THROUGH ROOF HENDERSON
-------- 16 + CURB.
ENGINEERS
{ r - a 8345 LENEXA RNEXk KS66
300
{ i { ' TEL 913 742 5000 rnx 913 742 5001
i .. L2 www.b&l.eng.com
WIR� SWITCHES IN + + . a
PARALLEL SO THAT THE8 1592095935
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FAN IS ON IF EITHER
SWITCH IS IN THE ON ti ----}
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TYP 1�
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1 II WIR I
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TELEPHONE
{ BACKBOARD IN THE { "��/�
1 HOUSE ELECTRICAL + f"
ROOM TO TOP SIDE L2D { '
I OF THE BOTTOM 2 z
CHORD OF BAR JOIST A I = <
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REFERENCE ONLY o O 2i 0
J J J NOT APPROVED WITH THIS PERMIT' I- J a w
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L D L2D PANELBOARD J
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SERVES: JOY TERIYAKI 208 12200APM.L.O.
! VIA CONTACTOR 16.233 LOCATION: JOY TERIYAKI 10,000 AIC
( C2, REF 2-E11.216.611 PROVIDED AND INSTALLED BY E.C. GROUND BUS
I
I J J J J SURFACE MOUNT
m I DESCRIP11ON WIRE BRKRPL A PL BRKR WIRE DESCRIPTION
0 i
Z ; JUNCTION BOX AT STRUCTURE FOR 8 C
1I 1 RTU1 #8 40 3 3.36 0.50 1 20 KITCHEN LIGHTS 2
a EXTERIOR SIGN MOUNTED WITHIN PHOTO CELL, LOCATED ON EXTERIOR
3'-0" OF EXTERIOR SIGNAGE AREA, + 3 5 TON 3.36 0.50 1 20 DINING LIGHTS 4
OF BUILDING, INSTALLED AND WIRED
I REFERENCE ARCHITECTURAL PLANS I BY CONTRACTOR 5 3.36 0.05 1 20 CONTACTOR C2 6 DNE
7 SPARE 20 1 0.23 1 20 BATHROOM LTS / EF 8
W I PH TIME CLOCK, 24 HOUR 7-DAY 9 SPARE 20 1 0.50 1 20 EXTERIOR SIGN (11) 10 06.15.15
a 11 SPARE 20 1 0.50 1 20 EXTERIOR SIGN 11 12 eRA NI
1 13 SPARE 20 1 0.50 1 20 EXTERIOR SIGN (11) 14
--------------
TC 15 SPARE 20 1 1.08 1 20 RECEPTACLES 16
> 17 SPARE 20 1 0.18 1 20 RTU1 RECEPTACLE 18 ADD FLE
0
N 19 SPARE 20 1 1 20 SPARE 20
J J J J 21 SPARE 20 1 1 20 SPARE 22 SHEErmte
L 14 23 SPARE 20 1 1 20 SPARE 24 JOY
J COIL 25 SPARE 20 1 SPACE 26 TERIYAKI
N 27 SPARE 20 1 SPACE 28
E - 1 — TENANT 29 SPARE 20 1 SPACE 30
L2D-10 ELECTRICAL
.,
-
_._._.._._._._.�_........_.� - ---------1_-_.._-...,. ---------...:- ._._..._... .___ _ ___ ____ ___ ____- SIGNAGE 31 SPACE SPACE 32
33 SPACE SPACE 34
JUNCTION BOX AT S RUCTU R VIA CONTACTOR - L2D-12 2 TENANT 35 SPACE SPACE 36 PLAN
EXTERIOR SIGN MO NTE ITHIN C2, REF 2-E11.2 SIGNAGE
E I 1 3'-0" OF EXTERIOR AGE AREA, I 3 37 SPACE SPACE 38
I 1 L2D-14 — TENANT 39 SPACE SPACE 40 POC
RAo
41 SPACE SPACE 4299
--- ----- --- ---------------------------- --------------- ---------
----- -- N/C 4 — SPARE TOTAL 4.59 5.44 4.09 KVA GGOPRJGHT2015 -BC�NC.wLR�H..ESE�D
o � PER NEC ARTICLE 220 38 45 34 AMPS SHET
LIGHTING CONTACTOR #2
TOTAL LOAD 14.12 KVA 39 AMPS
FEEDER LOAD 24.84 KVA 69 AMPS
W
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ELECTRICAL PLAN 2 CONTACTOR WIRING DIAGRAM E11 . 2
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KEYNOTES GENERAL NOTES
N
9 3
m
16.233 ROOF TOP UNIT IS PROVIDED WITH A 1. ALL ELECTRICAL SWITCHES AND OUTLETS
HACR RATED CIRCUIT BREAKER AND GFI SHALL BE GRAY WITH STAINLESS STEEL
DUPLEX RECEPTACLE. OR MATCHING GRAY COVERS. a M
16.611 UNITS WITH SMOKE DETECTORS: PROVIDE 2. MOUNT MOTION DETECTORS TO THE
3/4" CONDUIT FROM LOW VOLTAGE WIRING BOTTOM OF THE STRUCTURE. COORDINATE r
COMPARTMENT, DOWN THROUGH ROOF LOCATION WITH ANY MECHANICAL WORK
CURB. TO AVOID INTERFERENCE. MOUNT MOTION
DETECTORS IN CORRIDORS SUCH THAT
MOVEMENT IN THE CORRIDOR SHALL
N G
ACTIVE SENSOR AND TURN ON THE
RESPECTIVE LIGHTS. ONCE THE LIGHTS w
/� �/ p /� ARE ON BY THE MOTION DETECTOR, THEY
O O LIGHTING FIXTURE SCHEDULE SHALL REMAIN ON FOR 30 MINUTES
LAMP (PHILIPS) (ADJUSTABLE BY OWNER). SFA
TYPE CATALOG NUMBER VOLTS WATTS ORDER NUMBER QTY MOUNTING DESCRIPTION 3. LAYOUT IS DESIGNED FOR MAXIMUM
- --- - - --- --- - - --- - ---- -----
I ____________________________________________________________-___� � � - - ' "- ` _ _ - _ _"`-"-`-'"'"-"""--""_"-1 LIGHTING PER STATION. VARIATIONS DUE
I i I I j PROVIDE 1"C (WITH PULLWIRE) 1 10 2GT8 2 32 Al2 MVOLT ADOPH LPGM850EX NAWT 120/277 74 F32T8XLSPX50ECO 2 RECESSED 2' x 4' TROFFER TO EXISTING GRID LAYOUT TO BE
JUNCTION BOX ABOVE CEILING FOR i' j I FROM TELEPHONE BACKBOARD ` REVIEWED & APPROVED BY GREAT CLIPS,
EXt. ERIOR I SIGN MOUNTED WITHIN 3'-0" ( I IN THE HOUSE ELECTRICAL 16 LQM S W 1 R 120/277 EL N SD90 M6 120/277 1 INTEGRAL LED - WALL EXIT SIGN (SINGLE FACE) INC. PRIOR TO INSTALLATION. ^443PE
pF EXTERIOR ;SIGNAGE AREA, REF ROOM TO TOP SIDE OF THE 3 ARCHITLCTURA�L PLANS, TYP OF 2 I BOTTOM CHORD OF BAR JOIST 1 4. CUTTING STATIONS: PROVIDE 20 AMP 1 - 20/277 2 INTEGRAL LED - WALL EMERGENCY LIGHT DEDICATED ELECTRICAL SERVICE TO
pr - � � - C _. �, � STATION MOUNTED QUADPLEX. NO
9
-FL14-30R 3pR M2 LED SD 1
27 ELM627 SD90 RO NAWT ELA T 1206CS WP M12 120/277 6 6V/12W SEALED HALOGEN 2 WALL EMERGENCY LIGHT - REMOTE HEADS "SHARING OF NEUTRALS" - ELECTRICAL
CONTRACTOR SHALL INSTALL JUNCTION WIRES: 6/30/2015
J� - a (' I ab -CONTACTOR L D I 68 LR6C-DR1000-GU24-H6-GU24 120 13 INTEGRAL LED 1 RECESSED DOWNLIGHT BOX ABOVE CEILING. RUN CONTINUOUS
C3 3 METAL CLAD CABLE FROM JUNCTION BOX
C? I 271LI ILD I THROUGH WALL AT 2'-9" A.F.F. WITH
APPROXIMATELY 18" OF WHIP TO
p st
VI)� ONTA TOR _ s i 29 3D BOOS R 3o i CONNECT POWER TO FIXTURE. SECURE TO
C3,� EF 3- 12.2 n I 3D FA L3 I
! L D I; RE IRCUL1AH
I STUDS AS SPECIFIED BY CODE.
l I j PUM ;
3 ( I 5. ALL DIMENSIONS SHALL BE FIELD VERIFIED
AND ARE NOT TO BE SCALED OFF THIS
_ ! i DRAWING. HENDERSON
\) i 6. ELECTRICAL CONNECTIONS TO STYLIST AND 197JENGINEERSE
I +72" FLEX STATIONS SHALL BE HARD WIRED TO
i
- - __ _ J ( ' _ I FIXTURE-MOUNTED QUADPLEX. s�9137 E OOOKS6 9214 25001
(- .,,T BATH OOM I G I 83451ENEXA DRIVE,SUITE 300
Ax
0 AUT -) -., I I I ti r, LLED 7. GREAT CLIPS INC. HAS ESTABLISHED A
I RE I CAL COUP I PREFERRED VENDOR ARRANGEMENT WITH www.hol-ang.com
2 1112.2 3 S SOR REF 1- 2.2 VILLA LIGHTING FOR TRACK LIGHTS USED 1592095935
I IN LOBBY AREA. PLEASE CONTACT VILLA
b L3D - - j LIGHTING.
I 6 S i
PANELBOARD NOTESVIDE
( )
L RE) T i
LIT R00 - [ I
(1) TERMINALE GROUND ON ISOLATED GROUND BUS.
NIGHT LIGHT, � , 1 (2) PANELBOARD KI(LOCK DEVICEFURNISHED
FOR NMAINTENANCE).
I i iINSTALL
J I li I I �_ / L3
/ b S �11 I (3) INSTALL LOCKING DEVICE FURNISHED WITH-J,)T`P OF 2
IFF (n
PANELBOARD (LOCK-ON FOR CRITICAL LOAD).
I L a s 6 (4) GFI BREAKER FOR PERSONNEL PROTECTION
(5 mA).
1 IRM I (5) GFI BREAKER FOR EQUIPMENT PROTECTION
I ; i (30 mA).
a== b ( (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR w
VOLTAGE DROP. SIZE EQUIPMENT GROUNDING
! ! EAT LIPS �-
CONDUCTOR PROPORTIONALLY PER NEC. w
10 { . -- _
L3D
-� Ir n1: (7) REFEFAULT C�RRENTLINE FOR DIAGRAM FOR INTERRUPIING RATINGS. O
r I- i TYPE �.,:.
( t b
rl=n r
B , I (8) REFER TO ONE-LINE DIAGRAM FOR WIRE SIZES. Z
B - I - -•- - - - - - - � L3D --- -- - - --
(9) FACTORY WIRED TO LOAD.
- _ ._ _ _. 4
(10) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. elf
(11) THRU CONTACTOR. m
_ I 0
sm I (X) DESIGNATES "SMART" BREAKER. I-
LLI
I a ! L3D I i 0 >
+1 17 {a I 0Co N
TYP I L3 1 3
z
3 __ _ {` _ �. j REFERENCE ONLY 0 1
I i
I x I NOT APPROVED WITH THIS PERMIT 0 0 0 0
m1 / I j L3D3 { LLJ p _ o G
0
_ .. I, I
I i I [If
_ � L3D PANELBOARD
a I ( 208/12OV, 3PH, 4W �vmoxs
SERVES: GREAT CLIPS 200A, M.L.O.
i TRACK LIGHTING I J 2 I
FU NISHE BY T NANT j 16 233 LOCATION: UTILITY ROOM (7) AIC, SERIES RATED
/ 1 .611 PROVIDED AND INSTALLED BY E.C. GROUND BUS
AN
INSTALLED Y E.C. t- i - I L3
' R FEREN E GENERAL o, I I „ SURFACE MOUNT
TE-T-
KVA
mo d 4 j i i DESCRIPTION WIRE BRKRPLPLBRKRWIRE DESCRIPTION
j
11\7D
Zi I 1 RTU2 8 40 3 3.36 0.36 1 20 CUTTING STATION 2
a _ J 7 I j I PHOTO CELL, LOCATED ON EXTERIOR #
I ( ; t OF BUILDING, INSTALLED AND WIRED 3 5 TON 3.36 0.36 1 20 CUTTING STATION 4
�' �1 BY CONTRACTOR 5 3.36 0.36 1 20 CUTTING STATION 6
a I 7 WATER HEATER (2) #10 25 3 2.00 0.36 1 20 CUTTING STATION 8 DATE
w I - ALIGN ; RACK LIGHT ! I ! I PH TIME CLOCK, 24 HOUR 7-DAY 9 6KW, 208/3 2.00 0.36 1 20 CUTTING STATION 10 06.15.15
f JUNCION BOX ABO C
I
WITH 0 TSIDE EDGE 4 11 2.00 0.36 1 20 CUTTING STATION 12 OCxA NO,
OF DESK (BOTTOM
I OR SPEAKER, TYP F 2. I Y 13 MAIN LIGHTING 20 1 1.21 0.36 1 20 CUTTING STATION 14
! F TRACK HE DS AT J i FINAL LOCATION WI N R
j +-T ( I TC 15 LOBBY LIGHTING 20 1 0.07 0.36 1 20 CUTTING STATION 16
I J 17 TRACK LIGHTING 20 1 0.60 0.36 1 20 CUTTING STATION 18 CAM FILE
N I L3 TYP I ! " 19 EXTERIOR SIGN (11) 20 1 0.50 0.18 1 20 RECEPTACLE 20
ci 0 I I 15 68 4� _ , SHEET TM
21 EF2 20 1 0.12 0.54 1 20 LOBBY RECEPTACLES 22
W I VIA CONT CTOR 3,
1 131,
23 RTU2 RECEPTACLE 20 1 0.18 0.72 1 20 RECEPTION DESK 24
N I L319 4 EF 3 E12.2 i COIL 25 LED SIGN LIGHTS (11) 20 1 0.20 0.20 1 20 EMERGENCY LIGHTING (3) 26 GREAT
27 EXTERIOR SIGN (11) 20 1 0.50 0.54 1 20 UTILITY ROOM RECEPTS 28 CLIPS
3' 6 `� I � 1 29 CONTACTOR C3 20 1 0.05 0.54 1 20 UTILITY ROOM RECEPTS 30 ELECTRICAL
E A y 1 "- L3D-19 2 TSIGNAGE ENANT 31 RECIRCULATION PUMP 20 1 0.20 1 20 SPARE 32 PLAN
„ O _ O 33 BOOSTER FAN 20 1 0.05 1 20 SPARE 34
LZ OUTLETS FLU H WITH i L3D 27 SIGNAGE 35 SPARE 20 1 1 20 SPARE 36
j VIA CONTACTOR I I CEILING TILES OR LE I 37 WASHER 20 1 0.36 1 20 SPARE 38
E ; i 27 I C3, REF 3-1112.2 JUNCTION BOX I I SIGNAGE OF 3 LED SIGN
i I ) L3D-25 39 DRYER #10 30 2 2.25 1 20 SPARE 40
! i ABOVE CEILING FOR I LIGHTS
FUTURE USE I I I 4. 41 2.25 1 20 SPARE 42 BCR A 99
N/C SPARE TOTAL 9.29 10.51 10.78 KVA
mcowaicn.2m5 .BCx JNc.uLnicn.SRESEWED
C) ; j PER NEC ARTICLE 220 77 88 90 AMPS seer
LIGHTING CONTACTOR #3 TOTAL LOAD 30.58 KVA 85 AMPS
FEEDER LOAD 43.03 KVA 119 AMPS
LIGHTING PLAN POWER PLAN 2 CONTACTOR WIRING DIAGRAM
Y o ,,4., _ ,' 2 1/4" -0" El 2 , 2
A
0
A
A
PANELBOARD NOTES Oim
33
(1) TERMINATE GROUND AN ISOLATED GROUND BUS. n
(2) INSTALL LOCKING DEVICE FURNISHED WITH
PANELBOARD (LOCK-OFF FOR MAINTENANCE). g
M
(3) INSTALL LOCKING DEVICE FURNISHED WITH
PANELBOARD (LOCK-ON FOR CRITICAL LOAD). N
(4) GFI BREAKER FOR PERSONNEL PROTECTION LL
(5 mA). r
(5) GFI BREAKER FOR EQUIPMENT PROTECTION
(30 mA).
(6) CONDUCTOR SIZE HAS BEEN INCREASED FOR
VOLTAGE DROP. SIZE EQUIPMENT GROUNDING N
CONDUCTOR PROPORTIONALLY PER NEC.
O
3 (7) REFER TO ONE-LINE DIAGRAM FOR AVAILABLE suL
FAULT CURRENT FOR INTERRUPTING RATINGS.
____ , I I -------------------------------------- _ ______________________ .
I (8) REFER TO ONE-LINE DIAGRAM FOR WIRE SIZES.
I i (9) FACTORY WIRED TO LOAD.
(10) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES.
VIA CONTACTOR C4, (11) THRU(12) FURNISH AND
CONTACTOR.
NSTALL CIRCUIT BREAKER. 4�����72336PE
REF �-E13.2 CONTA�CR C4
�� F,9
W
' J� — L4D-- i (X) DESIGNATES "SMART" BREAKER.
OREGON
I 2 SIRES.
2,2002
I L4D 8 i KEYNOTES Hp �` ��5
UNCTION BOX AT STRUCTURE F
TERIOR SICpN MOUNTED WITHIN 3 L4D I /30/2015
OF EXTERIOR SIGNAGE AREA, R I
ARCITECTURAL PLAN 16.233 ROOF TOP UNIT IS PROVIDED WITH A
RATED CIRCUIT
i DUPLEX R CEPTACLE. BREAKER AND GFI
16.611 UNITS WITH SMOKE DETECTORS: PROVIDE FLENGINEERS9
HENDERSON
3/4" CONDUIT FROM LOW VOLTAGE WIRING
COMPARTMENT, DOWN THROUGH ROOF
i CURB. 8345 LENEXA DRIVE,SUITE 300
I PROVIDE (1) 2"C (WITH I m9137425000 566214 425001
PULLWIRE FROM TELEPHONE I L2500 K566214
BACKBOARD IN THE HOUSE www.he095935 om
1592095935
i ELECTRICAL ROOM TO TOP I
i SIDE OF THE BOTTOM
CHORD OF BAR JOI
I (
I
I
o z
Q
1 10z
I
W
o
I
ICON NAILS10 ! ZZ 0
e - ---------- -- - - - - z LL
I
Y
< �D w
cj:
° Q U) M
O Fm
j020
REFERENCE ONLY °
m I ° NOT APPROVED WITH THIS PERMIT Q 0 o 0
m I i � 2 z
p o Q
m L4D PANELBOARD JLo
m Q cp 208/12OV, 3PH, 4W R�sroNs
-3o IU SERVES: ICON NAILS 200A, M.L.O.
6 33 LOCATION: ICON NAILS 10,000 AIC
M 11 I PROVIDED AND INSTALLED BY E.C. GROUND BUS
SURFACE MOUNT
VA
m DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION
A B C
5 PHOTO CELL, LOCATED ON EXTERIOR 1 RTU3 #8 40 3 3.72 1 0.50 1 20 EXTERIOR SIGN (11) 2
° a I OF BUILDING, INSTALLED AND WIRED 3 4 TON 3.72 0.50 1 20 EXTERIOR SIGN (11) 4
I BY CONTRACTOR 5 3.72 1.22 1 20 RTU RECEPTACLE 6
7 SPARE 20 1 0.05 1 20 CONTACTOR C4 8 DATE
W 1 PH TIME CLOCK, 24 HOUR 7-DAY 9 SPARE 20 1 1 20 SPARE 10 06.15.15
w
N I I 11 SPARE 20 1 1 20 SPARE 12 DIM NO,
z ci
j o ; 13 SPARE 20 1 1 20 SPARE 14
TC 15 SPARE 20 1 1 20 SPARE 16
o 17 SPARE20 1 1 20 SPARE 18 caoo ME
VIA CONTACTOR C4, 19 SPARE 20 1 1 20 SPARE 20
M I REF 2-E13.2 i 21 SPARE 20 1 1 20 SPARE 22 �TITIE
``' CD 23 SPARE 20 1 1 20 SPARE 241ICON
L4D I 25 SPARE 20 1 SPACE 26 ICON
NAILS
4 i COIL 27 SPARE 20 1 SPACE 28
1 TENANT 29 SPARE 20 1 SPACE 30
E O� im� ______ - —z -- L4D-10 — SIGNAGE 31 SPACE SPACE 32 ELECTRICAL
2 TENANT 33 SPACE SPACE 34 PLAN
JUNCTION SOX AT STRUCTURE FOR L4D-12 SIGNAGE 35 SPACE SPACE 36
EXTERIOR SICyN MOUNTED WITHIN 3'-0" 37 SPACE SPACE 38
E OF ;EXTERiI R SIGNAGE AREA, REF 3
aL N/C — SPARE 39 SPACE SPACE 40
o I ARCHITECTURAL PLANS
i I N C — SPARE 41 SPACE TOTAL 4.27 4.22 4.94 KVA SPACE 42 RC K Q
4 1l 1�1 L
I ; 99
OLOPVRIGMt 3.15 9LX0.1XC.PLI RIGNT90.E5EMED
L-------------------------
LIGHTING CONTACTOR #4 PER NEC ARTICLE 220 36 35 41 AMPS SHEET
TOTAL LOAD 13.44 KVA 37 AMPS
FEEDER LOADI 24.85 KVA 69 AMPS
W
ELECTRICAL PLAN 2 CONTACTOR WIRING DIAGRAM E13 . 2
x a
0
a o
a
s �
d
3
qqq�
m S
{M{JJ
N C
SEISMIC JOIST SEISMIC CABLE '^
ATTACHMENT BRACE TYP
HARDWARE TYP
ALLTHREAD
ROD TYP ^ _
SEISMIC JOIST
ATTACHMENT � c
t(j HARDWARE F N
.YY
a SEAL
LOCATION A AIRCRAFT CABLE
EQUIPMENT BY SEISMIC
RESTRAINT ALLTHREAD ROD
MANUFACTURER SEISMIC
SEISMIC JOIST SOLID
ATTACHMENT BRACE
HARDWARE TYP SEISMIC CABLE BRACE WITH 4"x4" WOOD BLOCK TO PROVIDE
HOOK ONLY SHOWN IN TWO RIGID CONNECTION BETWEEN WATER
ALLTHREAD DIRECTIONS FOR CLARITY. HEATER AND WALL (TYP)
ROD TYP ADDITIONAL BRACING IS UPPER STRAP SHALL BE
REQUIRED AS SHOWN IN LOCATED TO WITHIN
PLAN VIEW BELOW. UPPER 1/3 OF VERTICAL
SEISMIC CABLE BRACE WITH DIMENSION OF WATER
AIRCRAFT CABLE HOOK ONLY SHOWN IN ONE HEATER.
BY SEISMIC DIRECTION FOR CLARITY. 5/8" SEISMIC ANCHOR BOLT STEEL BRACE
ADDITIONAL BRACING IS TO ATTACHED 4"x4" WOOD
RESTRAINT 45'±15'
MANUFACTURER REQUIRED AS SHOWN IN BLOCK TO HORIZONTAL
PLAN VIEW. yh, METAL STUD (TYP)
LOWER STRAP SHALL BE ® O
LOCATED TO WITHIN LOWER
EXHAUST HOOD 1/3 OF VERTICAL DIMENSION
OF WATER HEATER AND A
MINIMUM OF 4" ABOVE WATER
HEATER CONTROLS
PIPE CLAMP MAY BE
n .a - 4 ROTATED TO GAIN ACCESS
a
a .c TO STRUCTURE ABOVE L MAXIMUM 4 IN.
LOCATION A
SEISMIC CABLE BRACE FOR
EXHAUST HOODS ATTACHED TO WALL ALL—DIRECTIONAL SEISMIC CABLE SEISMIC RESTRANT LONGITUDINAL SEISMIC SOLID BRACE
NTS
10 BRACE FOR SUSPENDED E UIPMENT 9 OF WATER HEATER o FOR CLEVIS SUPPORTED PIPE CONDUIT
NTS NTS NTS
SEISMIC JOIST
ATTACHMENT SEISMIC JOIST
HARDWARE ATTACHMENT SEISMIC JOIST
HARDWARE TYP SEISMIC CABLE ATTACHMENT BRACE TYP HARDWARE 'A
SEISMIC JOIST (J,
(ATTACHMENT
HARDWARE TYPNMI
SEISMIC CABLE Z
BRACE TYP ALLTHREAD SEISMIC SOLID
�� SEISMIC ALLTHREAD ROD TYP BRACE TYP
SOLID ROD TYP Z
BRACE
ALLTHREAD ROD PIPE CLAMP PIPE CLAMP ALLTHREAD ROD W
OR U-BOLT OR U-BOLT
PIPE CLAMP N
SEISMIC CABLE OR U-BOLT
BRACE HOOK d
TYP 45'±15' z O
STEEL BRACE (D
STEEL BRACE 45•(15• AIRCRAFT CABLE z u-
BY SEISMIC
RESTRAINT 45'±15'
SEISMIC CABLE BRACE WITH HOOK MANUFACTURER Co n/
45'±15' AIRCRAFT CABLE ATTACHMENT ONLY SHOWN IN m L.L
BY SEISMIC TRANSVERSE DIRECTION FOR CLARITY. J O
RESTRAINT ADDITIONAL BRACING IS REQUIRED AS
MANUFACTURER Q
SEISMIC STEEL BRACE ONLY SHOWN IN SHOWN IN PLAN VIEW BELOW. <
TRAPEZE SUPPORT
O TRANSVERSE DIRECTION FOR CLARITY.
ADDITIONAL BRACING IS REQUIRED AS TRAPEZE SUPPORT W
SHOWN IN PLAN VIEW BELOW. Q ' M
^
o z
O
® ® ® 0 F- 0
PIPE CLAMP MAY BE ROTATED TO GAIN ACCESS _j of
O LU
TO STRUCTURE ABOVE I-- Q
MAXIMUM 4" W Z
C) Q Q o Q
colfY LONGITUDINAL SEISMIC CABLE BRACE ALL-DIRECTIONAL SEISMIC SOLID BRACE ALL-DIRECTIONAL SEISMIC CABLE BRACE TRANSVERSE SEISMIC SOLID BRACE -'
0
n FOR CLEVIS SUPPORTED PIPE/CONDUIT e6FOR TRAPEZE SUPPORTED PIPE CONDUIT5 FOR TRAPEZE SUPPORTED PIPE CONDUIT FOR TRAPEZE SUPPORTED PIPE CONDUITREVISIM
NTS NTS m NTS
3
O
O
I
M
SEISMIC JOIST THE MECHANICAL, ELECTRICAL, AND
ATTACHMENT SEISMIC CABLE
m HARDWARE TYP BRACE TYP REFRIGERATION SYSTEMS FOR THIS PROJECT DATE
0
Z
SHALL BE SEISMICALLY RESTRAINED. THIS 06.15.15
w ALLTHREAD SEISMIC JOIST SHEET DEPICTS SCHEMATIC INSTALLATION BAND.
ROD TYP SEISMIC JOIST A17ACHMENT DETAILS AND IS FOR INFORMATIONAL
ATTACHMENT HARDWARE TYP
N PIPE CLAMP HARDWARE SEISMIC CABLEPURPOSES ONLY. SPECIFIC INSTALLATION DDD FILE
w OR U-BOLT BRACE TYP
N SOLIDI BRACE INFORMATION REGARDING SEISMIC RESTRAINT SHMTm =
45'±15 SHALL BE OBTAINED FROM THE SEISMIC
o AIRCRAFT CABLE
SEISMIC
BY SEISMIC ALLTHREAD ROD ALLTHREAD ROD RESTRAINT MANUFACTURER. REFER TO THE
RESTRAINT
E MANUFACTURER SPECIFICATIONS FOR FURTHER INFORMATION. RESTRAINT
SEISMIC CABLE
BRACE HOOK TYP
I-E STEEL BRACE T r
E TRAPEZE SUPPORT 45'±15' AIRCRAFT
SEISMIC ABLE REFERENCE ONLY
45±15' RESTRAINT NOT APPROVED WITH THIS PERMIT _n CD
.ii MANUFACTURER '\
• --- PIPE HANGER ��
--- --------- PIPE HANGER SEISMIC CABLE BRACE HOOK ocoavawnr zsu -ecnq wc.nu awersnsss�o
TYP
o SHEEP
N
W TRANSVERSE SEISMIC CABLE BRACE TRANSVERSE SEISMIC SOLID BRACE TRANSVERSE SEISMIC CABLE BRACE SR1
n FOR TRAPEZE SUPPORTED PIPE f CONDUIT Q_E OR CLEVIS SUPPORTED PIPE f CONDUIT n FOR CLEVIS SUPPORTED PIPEZCONDUIT
w NTS Nl'S NTS
0 0
z
w