HomeMy WebLinkAbout10-281 1122 Eastland Dr N plans Ililli IIIIIIIIIIII IIIIIIII I II I IIIIIII
R E C E I V E D System No. F-C-1074
APR 12 2010 F Ratings - 1 Hr and 2 Hr (See Item 1)
CITY OF TWIN FALLS T Ratings - 1/4, 1/2 and 1 Hr (See Item 2)
BUILDING DEPT.
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been reviewed ar d app
All Construct'o Subje�t 1 C 3 To Field Ins on
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Section A-A
.Dam -co�r.,g nom_=ni��T 1 hr fire-rated wood joist floor-ceiling assembly shall be constructed of the materials
e individual L500 Designs in the UL Fire Resistance Directory.The 2 hr fire-rated wood
joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in Design Nos. L505, L511
or L536 in the UL Fire Resistance Directory. The F Rating of the firestop system is equal to the fire rating of the
floor-ceiling assembly.The general construction features of the floor assembly are summarized below:
A. Flooring System- Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as
specified in the individual Floor-Ceiling Design. Diam of opening to be max 1 in. larger than diam of pipe. As an
alternate,the opening may be square-cut with a max dimension 1 in. greater than the diam of the pipe.
B. Wood Joists - Nom 10 in. deep (or deeper) lumber, steel or combination lumber and steel joists,trusses or
Structural Wood Members*with bridging as required and with ends firestopped.
C. Gypsum Board*-Thickness,type, number of layers and fasteners as required in the individual Floor-Ceiling
Design. Diam of opening to be max 1 in. greater than diam of pipe.
D. Furring Channel- (Not Shown)- In 2 hr fire-rated assemblies, resilient galy steel furring channels installed
perpendicular to wood joists between base and face layers of gypsum board (Item C). Furring channels spaced max
24 in. OC with additional short lengths of furring channel installed adjacent to and max 3 in.from two opposing
sides of penetrant.
1A. Chase Wall- (Optional, Not Shown)-The through penetrant(Item 2)may be routed through a 1 or 2 hr fire rated
single, double or staggered wood stud/gypsum board chase wall. Depth of chase wall stud cavity to be min 1 in. greater
than the diameter of the through penetrant(Item 2).The chase wall shall be constructed of the materials and in the
manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall
include the following construction features:
A. Studs-Nom 2 by 4 in., 2 by 6 in. or double nom 2 by 4 in. lumber studs.
B. Sole Plate- Nom 2 by 4 in., 2 by 6 in. or parallel 2 by 4 in. lumber plates,tightly butted. Diam of opening is to be
max 1 in. larger than diam of pipe.As an alternate,the opening may be square-cut with a max dimension 1 in.
greater than the diam of the pipe. Plates may be discontinuous over opening,terminating at two opposing edges of
opening. Max length of discontinuity is 5-1/2 in.
C. Top Plate-The double top plate shall consist of two nom 2 by 4 in.,two nom 2 by 6 in.or two sets of parallel 2 by 4
in. lumber plates,tightly butted. Diam of opening is to be max 1 in. larger than diam of pipe.As an alternate,the
opening may be square-cut with a max dimension 1 in. greater than the diam of the pipe. Plates may be
discontinuous over opening,terminating at two opposing edges of opening. Max length of discontinuity is 5-1/2 in.
— - = Specified Technolo ies Inc. 200 Evans Way Somerville, NJ 08876
Reproduced courtesy of Underwriters Laboratories, Inc. u�
STI Created or Revised: July 26,2006
(800)992-1180.(908)526-8000•FAX(908)231-8415•E-Mail:techserv@stifirestop.com•Website:vdww.stifirestop.com F-C-1074
PAGE 1 OF 2
D. Steel Plate-When lumber plates are discontinuous, nom 1-1/2 in.wide No.20 gauge(or heavier)galy steel plates
shall be installed to connect discontinuous lumber plates and to provide a form for the fill material. Steel plates sized
to lap 2 in. onto each discontinuous lumber plate and secured to lumber plates with steel screws or nails.
E. Gypsum Board*-Thickness,type, number of layers and fasteners shall be as specified in the individual Wall and
Partition Design.
2. Through Penetrant- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the
opening.Annular space to be min 0 in. (point contact)to max 1 in. Penetrant to be rigidly supported on both sides of
floor-ceiling assembly.The following types and sizes of metallic pipe, conduit or tubing may be used:
A. Steel Pipe- Nom 4 in. diam (or smaller)Schedule 5(or heavier)steel pipe.
B. Iron Pipe- Nom 4 in. diam (or smaller)cast or ductile iron pipe.
C. Conduit- Nom 4 in. diam(or smaller)steel conduit, steel electrical metallic tubing or flexible steel conduit...
D. Copper Pipe or Tube- Nom 4 in. diam(or smaller)Regular(or heavier)copper pipe or Type L(or heavier)copper
tube. W
The T Rating is 1/4 hr when copper pipe or tube is used in 1 hr fire-rated assemblies.The T Rating is 1/2 hr when
copper pipe of tube is used in 2 hr fire-rated assemblies.When steel pipe, iron pipe, steel conduit or flexible fnetal
piping(Item 2A)is used,T Rating is 1 hr.
2A. Through Penetrating Product*- Flexible Metal Piping- As an alternate to Item 2,one nom 2 in.diam(or smaller)
steel flexible metal pipe to be installed either concentrically or eccentrically within the firestop system.Annular space to
be min 0 in. (point contact)to max 1 in. Penetrant to be rigidly supported on both sides of floor-ceiling assembly.
OMEGA FLEX INC
GASTITE, DIV OF TITEFLEX
WARD MFG INC
3. Fill,Void or Cavity Material*-Sealant- Min 3/4 in.thickness of fill material applied within the annulus,flush with the
top surface of the floor or sole plate. Min 5/8 in.thickness of fill material applied within the annulus,flush with bottom
surface of ceiling or top plate. Min 1/4 in.diam bead of fill material applied at point contact location on the top surface of
floor or sole plate and at the penetrant/ceiling or top plate interface.
SPECIFIED TECHNOLOGIES INC -SpecSeal LCI Sealant
*Bearing the UL Classification Mark
— -- Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876
Reproduced courtesy of Underwriters Laboratories, Inc.
STI Created or Revised: July 26,2006
(800)992-1180•(908)526-8000•FAX(908)231-8415•E-Mail:techserv@stifirestop.com•Website:www.stifirestop.com F-C 1074
PAGE 2 OF 2
I l llll l i l 11 llll III III I IIII II II I I�III
System No. F-C-3057
F Ratings - 1 Hr and 2 Hr (See Item 1)
T Rating - 1/2 Hr
�A
1B 2 3 1
2
3
1C 3
`-►A
Section A-A
1. Floor- Ceiling Assembly- The 1 hr fire-rated wood joist floor-ceiling assembly shall be constructed of the
materials and in the manner specified in the individual L500 Designs in the UL Fire Resistance Directory. The
2 hr fire-rated wood joist floor-ceiling assembly shall be constructed of the materials and in the manner
specified in Design Nos. L505, L511 or L536 in the UL Fire Resistance Directory. The F Rating of the
firestop system is equal to the fire rating of the floor-ceiling assembly. The general construction features
of the floor assembly are summarized below:
A. Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping
Mixture* as specified in the individual Floor-Ceiling Design. Max diam of opening is 3 in.
B. Wood Joists - Nom 10 in. deep (or deeper) lumber, steel or combination lumber and steel joists, trusses
or Structural Wood Members* with bridging as required and with ends firestopped.
C. Gypsum Board* - Thickness, type, number of layers and fasteners as required in the individual
Floor-Ceiling Design. Max diam of opening is 3 in.
1A. Chase Wall - (Optional, Not Shown) -The through penetrant (Item 2) may be routed through a 1 or 2 hr fire
rated single, double or staggered wood stud/gypsum board chase wall. Depth of chase wall stud cavity to be
min 1/2 in. greater than diameter of opening cut in sole and top plates to accommodate the through penetrant
(Item 2). The chase wall shall be constructed of the materials and in the manner specified in the individual
U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following
construction features:
A. Studs - Nom 2 by 4 in., 2 by 6 in. or double nom 2 by 4 in. lumber studs.
B. Sole Plate - Nom 2 by 4 in., 2 by 6 in. or parallel 2 by 4 in. lumber plates, tightly butted. Max diam of
opening is 3 in.
C. Top Plate - The double top plate shall consist of two nom 2 by 4 in., two nom 2 by 6 in. or two sets of
parallel 2 by 4 in. lumber plates, tightly butted. Max diam of opening is 3 in.
Specified Technologies Inc 200 Evans Way Somerville, NJ 08876
® Reproduced courtesy of Underwriters Laboratories, Inc. �L
Qrp Created or Revised: dune 14,2004
1 (800)992-1180•(908)526-8000®FAX(908)231-8415.E-Mail:techserv@stifirestop.com•website www.stifirestop.com F-C-3057
PAGE 1 OF 2
D. Gypsum Board* - Thickness, type, number of layers and fasteners shall be as specified in the individual
Wall and Partition Design.
2. Cables -Aggregate cross-sectional area of cables within opening to be max 54 percent of the cross-sectional
area of the opening. Annular space to be min 0 in. (point contact) to max 1-1/4 in. Penetrants to be rigidly
supported on both sides of floor-ceiling assembly. The following types and sizes of cables may be used:
A. Max 200 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with PVC insulation
and jacketing.
B. Max 3/C No. 3/0 AWG (or smaller) aluminum or copper conductor SER cable with PVC insulation and
jacketing.
C. Max 3/C with ground No. 8 AWG (or smaller)Type NM (Romex) nonmetallic sheathed cable with PVC
insulation and jacketing.
D. Max 1/C - 350 kcmil (or smaller) power cables with XLP insulation and jacketing.
E. Max 7/C No. 12 AWG (or smaller) power/control cables with PVC insulation and jacketing.
F. Max RG/U (or smaller) copper conductor coaxial cable with fluorinated ethylene insulation and jacketing
materials.
G. Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with Hylar insulation and jacketing.
H. Max 4 pair No. 18 AWG (or smaller) copper conductor instrumentation cable with PVC insulation and
jacketing.
I. Fiber optic cable with PVC insulation and jacketing.
2A. Through Penetrating Product* - (Not Shown)As an alternate Item 3), one or more through-penetrating
product to be installed within the opening. Max aggregate cross-sectional area of cables to be 52 percent of
the cross-sectional area of the opening. Annular space between through-penetrating products and periphery
of opening to be min 0 in. (point contact) to max 1-1/4 in. Through penetrating product rigidly supported on
both sides of floor or wall assembly. The following types of through-penetrating products may be used:
A. Max four copper conductors No. 2/0 AWG (or smaller)aluminum or steel Armored Cable# or Metal-Clad
Cable+,
AFC CABLE SYSTEMS INC
B. Two or more twisted copper conductors No. 6 AWG (or smaller) Power Limited Circuit Cable+ with or
without a jacket under a metal armor.
AFC CABLE SYSTEMS INC
C. Two or more twisted copper conductors No. 10 AWG (or smaller) Power Limited Fire Alarm Cable+
with or without a jacket under a metal armor.
AFC CABLE SYSTEMS INC
D. Max two twisted copper conductors No. 12 AWG (or smaller) Non Power Limited Fire Alarm Cable+
with or without a jacket under a metal armor.
AFC CABLE SYSTEMS INC
3. Fill, Void or Cavity Material* - Sealant - Min 3/4 in. thickness of fill material applied within the annulus, flush
with the top surface of the floor or chase wall sole plate. Min 5/8 in. thickness of fill material applied within the
annulus, flush with bottom surface of ceiling or chase wall top plate. At point contact, min 1/4 in. diam bead of
fill material applied at cable bundle/subfloor or chase wall sole plate interface and at cable bundle/ceiling or
chase wall top plate interface.
SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant
*Bearing the UL Classification Mark
— Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876
® Reproduced courtesy of Underwriters Laboratories, Inc. �L
S� Created or Revised: June 14,2004
1 F-C-3057
(800)992-1180•(908)526-8000•FAX(908)231-8415•E-Mail:techserv@stifirestop.com•Websitemmmstifirestop.com PAGE 2 OF 2
C0110check Software Version 3.7.0
Interior Lighting Compliance
Certificate
-�V
2006 IECC
Section 1: Project Information
Project Type: New Construction
Project Title:The Mac Mayer II Office Building
Construction Site: Owner/Agent: Designer/Contractor:
Lot 7,Block 1,Eastridge Professional Plaza Todd Ostram Barrett Skiver Craig,AIA
Subdivision TKO Construction Balteus Design Group
Twin Falls,,ID 83301 565 Washington Street North 112 South Lincoln
Twin Falls,ID Suite#2
208-733-2088 Jerome,ID 83338
208-420-9703
balteus@hughes.net
Section 2: General Information
Building Use Description by: Activity Type
Activity Tyme(s) Floor Area
Office 1871
Warehouse 571
Section 3: Requirements Checklist
Interior Lighting:
1. Total proposed watts must be less than or equal to total allowed watts.
Allowed Watts Proposed Watts Complies
2328 1792 YES
Controls, Switching, and Wiring:
2. Independent controls for each space(switch/occupancy sensor).
Exceptions:
Areas designated as security or emergency areas that must be continuously illuminated.
Lighting in stairways or corridors that are elements of the means of egress.
❑ 3. Master switch at entry to hotel/motel guest room.
Cl 4. Individual dwelling units separately metered.
5. Each space provided with a manual control to provide uniform light reduction by at least 50%.
Exceptions:
Only one luminaire in space;
An occupant-sensing device controls the area;
The area is a corridor,storeroom,restroom,public lobby or sleeping unit.
Areas that use less than 0.6 Watts/sq.ft.
❑ 6. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft.
Exceptions:
Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security.
7. Photocell/astronomical time switch on exterior lights.
Exceptions:
Lighting intended for 24 hour use.
Project Title:The Mac Mayer II Office Building Report date: 11/20/09
Data filename: C:\Check\COMcheck\mac mayer ti-1.cck Page 1 of 3
Cl 8. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts).
Exceptions:
Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair.
Section 4: Compliance Statement
Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications
and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2006 IECC
requirements in COMcheck Version 3.7.0 and to comply with the mandatory requirements in the Requirements Checklist.
Name-Titled -�- Signature Date
Project Notes:
Project is for a speculative office space. Interior layout,finishes,mechanical and lighting will be provided when tenant improvements occurs.
Project Title:The Mac Mayer It Office Building Report date: 11/20/09
Data filename:C:\Check\COMcheck\mac mayor ti-1.cck Page 2 of 3
C Mcheck Soffivars, Version 3.7.0
Interior Lighting Application g g pp ,cation
Worksheet
2006 IECC
Section 1: Allowed Lighting Power Calculation
A B C D
Area Category Floor Area Allowed Allowed Watts
Office (ft2) Watts/ft2 (B x C)
1871 1 1871
Warehouse 571 0.8 457
Total Allowed Watts= 2328
Section 2: Proposed Lighting Power Calculation
A B C D E
Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
Office(1871 sq.ft.)
Linear Fluorescent 1:48"T8 32W(Super T8)/Electronic 2 22 64 1408
Linear Fluorescent 2:24"T8 17W/Electronic 2 2 64 128
Warehouse(571 sq.ft.)
Linear Fluorescent 3:48"T8 32W(Super T8)/Electronic 2 4 64 256
Total Proposed Watts= 1792
Section 3: Compliance Calculation
If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies.
Total Allowed Watts= 2328
Total Proposed Watts= 1792
�+ y Project Compliance= 536
Project Title:The Mac Mayer II Office Building Report date: 11/20/09
Data filename: C:1ChecklCOMchecklmac mayer ti-1.cck Page 3 of 3
DATE, FU 10
PRO]ECF#: 1002
DRAWN BY: B-CRAIG
INDEX OF DRAWINGS CHECKED: &CRAIG
" DESCRIPTION REVISIONS:
Al TITLE SHEET/NOTES/EXISTING SITE
A2 PARTIAL BASEMENT PLAN
A3 REVISED FLOOR PLAN
TENANT IMPROVEMENTS El ELECTRICAL LIGHTING
02010 BY BALTEUS DESIGN
GROUP, BARRETTSKIVER
CRAIG) HESE DRAWINGS
ARE THE PROPERTY OF THE
ARCHITECT AND MAY NOT
*C BE REPRODUCED.
CONTRACTOR TO VERIFY
• FB tr DIMENSIONS AND NOTIFY
f
FOR
f FQ ARCHITECT ANY
1O VARIATIONS.
CWRITTEN DIMENSIONS HAV
.1k/O PRECEDENCE OVER SCALED E
DIMENSIONS.
GIT'' OF TWIN FALLS
PLAN ANALYSIS BASED ON 200ro INTERNATIONAL BUILDING CODE
TKO CONSTRUCTION AND LATEST ADDITION OF INTERNATIONAL FIRE GODS = Q M N
Architect Address:
s Record: BALTEASTLA S DESIGN GROUP,E3ARTY41N FALLS
SKIVER GIZA H Zip:
� Q o,
ljob Address: 1122 EASTLAND DRIVEN uty: TWIN FALLS rjtgte; IDAHO ZIP;83301bB
Legal Description:LOT 7,BLOCK I,EASTRIDGE PROFESSIONAL PLAZA SUBDIVISION, Cz7 ep N$
TWIN FALL,IDAHO rn L L XX
La V x Q
Occupancy Glas5iflcatlon: B,52 Occupant Load Per Area: B5mt(52): 2
SUITE #2 21 I: NA 2: NA
Number of Stories: ONE Total: 23 � � G.
Floor Area: Exits Required: Basement:I(EXISTING) H .i F
Basement. *I"I-79 5.F. i5t.**5980 5.F. B; 2(1)EXISTING(I)NEW n
2nd. NA Garage. NA Emergency Lights: Yes: X No:
Type of Gonstructlon: /-B Exit Signs: Yes: x No: tp su. OU O
Maxlmum Floor Area Allowed By Code Electrical Plans: Yes:***.X No: m m ¢ <
5q.Ft. NA,EXISTING BUILDING Plumbing Plans: Yes: No: X 1 o
Automatic Sprinkler: Mechanical Plans: Yes: X X No: O
Yes No X Full Wind Load:QO MPH Seismic Glass: G w oOWe
Partial Not Dry Snow Load: 25 PSF
TENANT IMPROVEMENTS SCO Basis for Gode Allowed Increases: Foundation Bearing Pressure: 1500 P5F
PE OF WORK
Sprinklers: Yes: No: X Fire Walls Req'd: —
Other: NA Yes:_No: X
Occupancy Separation Req'd:
Yes: No: X
I II III I I wT�MWIM Gomment5: *593 5.F.DEVELOPED FOR Area Separation Req'd:
I N III I I MEGHANIGAL AND 5TORA6E FOR SUITE Yes:_No: X
I III III I R2.**2098 S.F.DEVELOPED FOR z
Fire Hydrants Within 1000 ft.
— — — — — — — — — — — — — OFFICES FOR SUITE a2.
ql IT3' g2 ? O
***ELECTRICAL LIGHTING
' II (ANALYSIS BASED ON CITY OF TWIN FALLS,AND JEROME STANDARD FORMS) U
glevie g Plans haveoved
.I been reviewed and apP oL
' . I All C�sVlction Subject
LU
To FWd nsP�10 h
° I LU
� SCOPE OF WORiG o z
° 8 w PROJECT IS FOR TENANT IMPROVEMENTS FOR A CHIROPRACTIC °C O J
® II CLINIC IN AN EXISTING SPECULATIVE OFFICE BUILDING. PROJECT U e v
111k IMPROVEMENTS ARE FOR A SINGLE TENANT. NO ADDITIONAL F J
SQUARE FOOTAGE IS BEING ADDED.NOT ALL OF THE BUILDING O LL
° ° T IS IMPROVED AT THIS TIME. Z
EA"T RIO6E f'IB910NAL
RAtA WpDMeIQ! + �, � Y_'
I _ _ _ I � � '3 NOTES:
— — — — — — — A��y TITLE SHEET/NOTES
�`' ALL GONSTRUGTION TO MEET OR EXGEED THE 2006
INTERNATIONAL BUILDING GODE, INTERNATIONAL ENERGY
GODE,AND ANY LOGAL GODES AS APPLIGABLE.
'I
IF INFORMATION ON A PARTICULAR 5Y5TEM OR GONSTRUGTION
DETAIL 15 LAGKIN6 OR INSUFFIGIENT,NOTIFY ARGHITEGT FOR LIC SED
INTERPRETATION BEFORE STARTING WORK. ARCHITECT
MAKE NO GHAN&E5 TO GONSTRUGTION DOGUMENTS WITHOUT AR-2780
EXPRE55 WRITTEN PERM155ION FROM ARGHITEGT.
N THI5 15 A LIMITED 5ERVIGE5 ARGHITEGTURAL GONTRAGT.
JI\p OJEGT SITE FLAN VERIFICATION OF ALL EXISTING STRUGTURE5,(ABOVE AND
UNDERGROUND),51TE GRADING,GRADE ELEVATON5 d EXISTING BARRETT SKIVER
SCALE: 1' 20'-0' S1_ t
UTILITY LOGATIONS TO BE THE RE5PON515ILITY OF THE OWNER
AND GONTRAGTOR. ALL FIN15HE5,ELEGTRIGAL,HEATING AND STATE OF ID O
GOOLINC5,VENTILATION AND PLUMBING TO BE DETERMINED
BETWEEN THE OWNER AND THE GONTRAGTOR. SHEET# 11114116
Al
11 Al-TITLE
DATE: FEB 10
A2)Storage shall be maintained 2 feet below the ceiling(315.2.1).Combustible storage shall not PRO]ECF#: 1002
be stored in boiler rooms,mechanical rooms or electrical equipment rooms.In large rooms DRAWN BY; B-CRAIG
Storage shall be separated from heaters or heating devices by distance or shielding(315.2). B-CRAIG
CHECKED:
REVISIONS: 2-24-10
ADDED(2)HOUR WALL
AND GEILIN6,ADD
LUALL/CEILINC4 SCNEQULE BD5GGSI6NA6EDETAILS,
EXI5TING 8"CONCRETE WALL5
CRAIULSPAGE
UP 02010 BY BALTEUS DESIGN
IMMEMOMM 2X6(2)HOUR INTERIOR WALL5,2X6'5 0 16" cRAlcj>(HESEDRAWINGS
O.G.,DOUBLE TOP PLATE,51146LE BOTTOM ARE THE PROPERTY OF THE
0 G PLATE,(2)LAYER5 J'TYPE FIREGODE GORE ARCHITECT AND MAY NOT
BE REPRODUCED.
FURN a 6YPBD.EA,51DE,W/VERTICAL JOINT5 OVER CONTRACTOR TO VERIFY
FURN
STUDS,BASE LAYER APPLIED VERTICALLY, ARCHITECT OF ANY NOTIFY
FACE LAYER APPLIED HORZONTALLY OR VARIATIONS,
VERTICALLY FASTENED IN/2 "TYPE 5 WRITTEN DIMENSIONS HAVE
PRECEDENCE OVER SCALED
DRYWALL 5GREW5 5PAGED T O.G.PER(UL DIMENSIONS.
DE5 U301)
SUITE 03
605 6F. 2X6(1)HOUR INTERIOR WALL5,2A 5®Ib"
� Q a
(FUTURE) SUITE 01 O.G.,DOUBLE TOP PLATE,51N6LE BOTTOM O ¢ a
SUITE 02 Biro SF, PLATE,J"TYPE"X"6YPBD.EA.51DE,W/ C7 w w
5,33 S.F. o v
I (EXISTING ❑2 VERTICAL JOINTS OVER 5105,FASTENED Z co W
bA
■ ■ ■ W/2 J"TYPE 5 DRYWALL SCREWS 5PAGED (7 r7 N N
T O.G.PER(UL U305) W U a �
au
2X4(1)HOUR INTERIOR WALL5,2X4'5 0 I6"
ra
O.G.,DOUBLE TOP PLATE,51N61 F BOTTOM
FUTURE DEVELOPMENT PLATE,J"TYPE"X"6YPB0.EA.51DE,W/
y� ❑3 VERTICAL JOINT5 OVER 5TUD5,FASTENED [--• a+ v M
W/2�"TYPE 5 DRYWALL 5CREW5 5PAGE0
T O.G.(PER UL U305) ¢ L O a'
(1)HOUR DOOR ❑ m pip Q j s
4 (1)HOUR GEILIN6/FLOOR A55EMBLY,q = c
"I"J015T5®Ib", RC-1 CHANNEL,(2)LAYER5
}"FIREGODE"C"GORE 6YPBD,Sq"T66 �1 0 S
APA RATED SHEATHING.(PER UL L544) W v N 0
Iq'-I"
(2)HOUR CEILIN6/FLOOR A55EMBLY,q
"1"J015T5®I6", BA5E LAYER J"FIREGODE
"C"GORE 6YPBD,RG-I CHANNEL,(2)LAYER5
�"FIREGODE"C"GORE 6YPBD,NU JOINTS
EXISTING BASEMENT FLOOR PLAN FINISHED, "T$6APA RATED 5HEATHIN6.(PER
SCALE: 1/4" . 1'-0' Z UL L538)
z
0
A2)An automatic fire sprinkler system shall be installed in every story or basement ofall E�
buildings where the floor area exceeds 1500 square feet and where there are openings directly to U
ground level by an exterior stairway.(1FC 903.2,10.1).See review by Jon Victor#I.concerning the basement. 0
" a/
PAPER TOWEL DISPENSER W
4'-0"MAX TO ANY GONTROL5
PAINT ON WATER q" 6" q" z
RE515TANT 6YPBD — p 0
BULLN05E®TOP 15"GRAB BAR U
v 6 ��
3'-4" [MEN � WOMEN ~ °-Rr
a ���444444 }
3 0" IT 3'-b" Q 0 a'
q x4"MEN§TACTILE q'xq"WOMBI'e TACTILE
r CERAMIC TILE UP 5'-0" — _ _. _ 1 —._ __ RESTROOM SIGN W/ BRAILLE,COMPLY ON ALL 4 WALLS BRAILLE C 3_ ._. I.,.. _ __ .�. _,. . OMPLY VV LY IN
.. .. _... ADA 28 CFR PART 56 A PART 56
REGULATIONS. C4L.OR REG IILA ON TION5.COLOR
PROVIDE FLANGE GONERS N"
- -- -- - ON HANDRAILS f-. .- .. -� TO BE Ci4 S BY a*IER TO BE CH05EN BY OWNER ••
OF DOOR
36"GRAB BAR __ _ FRAME of 700R 4 FRAME 4 z
LATCH SIDE LATCH SIDE
V —
REVISED BASEMENT PIL
5'-0"CLEAR INTEGRAL COVED TILE 42 GRAB BAR
BASE REQUIRED AT LICENSED
RE5TROOM5 ---- ARCHIT
AR•2780
`,'s '
E L E VAT I ON RE5TROOMS 2 E L E VAT I ON RESTROOMS E L -VAT I ON RE5TROOM HOC SIGNAGE
SCALE: I/2' = I'-0' SCALE: 1/2' P-0" 3 SCALE: NTS
RARRM SKIVER GUAM
SIzsl ,
STATE OF IDAHO y,
"W
SHEET
A2
A2-BSMT-R
DATE: FEB 10
PRO]ECT#: 1002
DRAWN BY: B•CRAIG
CHECKED: B-CRAIG
REVISIONS:
WALL SCHEDULE ❑
O EXI5TIN6 2xb WALLS O Oi) rT
2xb INTERIOR WALL5,2Xb'5®lb"O.G. 02010 BY BALTEUS DESIGN
(PLUMBIN6) GROUP,(BARRETT SKIVER
CRAIG)THESE DRAWINGS
ARE THE PROPERTY OF THE
ARCHITECT AND MAY NOT
2x4 INTERIOR WALL5,2x4'S®Ib"O.G. BE REPRODUCED.
O . O CONTRACTOR TO VERIFY
DIMENSIONS AND NOTIFY
2xb(1)HOUR INTERIOR WALL5,2xb'S®lb" ARCHITECTOFANY
VARIATIONS.
O.G.,DOABLE TOP PLATE,51N6LE BOTTOM
WRITTEN DIMENSIONS HAVE
PLATE,J"TYPE x'6YPBD.EA.SIDE,VU PRECEDENCE OVER SCALED
DI VERTIGAL JOINTS OVER 5TUD5,FASTENED DIMENSIONS.
K/2�"TYPE 5 DRYWALL 5GREW5 SPACED
1"O.G.PER(UL U305 d PER IBG TABLE
120.I(2),15-1.14) a Mo a
ce
oN
I I • � M
10 A I CZ7 •� 0 0
I LEASE SPACE 'I' �Ln u L N N
10
V a
010#ABG
ENTRY O N
❑ ro
I WAITINCs
LL1
v
m CCU m Q z =
T-2"
(V 1 \\III ~
2'2' W v W
RECEPTION O
LANDINGS FOR DOOf.on eecn vde of a door.
A Door or landing is req — N
Landings shall be level, tr.1
exledor Iarldings maY have 2%slope for dmiidth ^ I -
WidN of landing shall nol be less Ikon door width. m I
Length of landing shall not be less Nan 44 I I
'Ezaeprions may apply (V I
I
N 3P-7
EXET DOOR HARDWARE.
Doors shall be readily operable from the inside withou 2'-3" b'-b°
the use of a key or special knowledge. STORAGE
Manually operated flush bolts or surface bolts are not .'� hr fie �11A
permitted. m UV k2Z �J T107'i 11>r7� 1'••-
The unlatching of any leaf shall not required more than O
'. one operation. WAITING
Handles,pulls,etc.shall not require tight grasping,tigl _
pinching,or twisting of the wrist to operate. •
•E—prions m Y Ppiy 1 J''n h� 5
LEASE SPACE Pro �V II'-4" b'-lo" 15'-b" V
LEASE SPACE '2' LL
❑ 8 0 O
�# 0
DCS 8'9" 4'4" �0#A 3C z E....
z ILA
EXTERIOR DOOR SPECS — 4,,K1TC-qEN
s AGGOIRDIAN w z
—°— q KALL
ALL EXTERIOR DOORS TO BE INSULATED. I Q o
d PROCEDURE "I O
(SOLID DOOR U-VALUE .30 MAX.) REAK 1 CIl-0x9-5)(GLASS DOOR U-VALUE .34 MAX.) PROCEDURE "4O
3'_4 b'S " 4 oC15-0x9-5) z ry z z
EXISTING STAIRS 3°1° 3'-0" g'-6" NURSES =1-11-11 H
cv - STATION '
N
m m EXI5TIN6 STAIRS o w o
I b'-5"
10#AEa c z Q
32a =759
�° 3°l°
OFFICE OFFICE SHORE UP ROOF TRU55E5,REMOVE REVISED 1s FLOOR PLAN
C9'-5"xl5'-10') l9'-5"x15'-107 SECTION OF WALL,FRAME OPENING
RE 03 5TORAGE PROCEDURE Is = FOR NEW DOOR,USE (2) 1 Jq"x 9}"
-5') CII'-0°x9'-5') — PARALLAM5 FOR HEADER,INSTALL
INSULATED 5TEEL YXT EXTERIOR
DOOR LICENSED
Fn ARCHITECT
AR-2780
q_g 1• q_q BARREIT SKIVER CRAIG
2 3'10" I'4" 4'9" 7
STATE OF IDAHO
let. FLOOFz PLAN SHEET#
SCALE: 1/4' = 1'-0' z A3
A3-FLPLI
DATE: FEB 10
PROJECT#: 1002
DRAWN BY: B-CRAIG
CHECKED: B-CRAIG
REVISIONS:
Ic-J � I [
I _
i ! 02010 BY BALTEUS DESIGN
j GROUP, BARRETT SKIVER
i
CRAIGJIHESE DRAWINGS
4 _ ARE THE PROPERTY OF THE
- �j'�. �I i- ARCHITECT AND MAY NOT
BE REPRODUCED.
i
-V CONTRACTOR TO VERIFY
I-- DIMENSIONS AND NOTIFY
ELECTRIC/�L L fCNTINC S1�MBOLS
ARCHITECT OF ANY
VARIATIONS.
WRITTEN DIMENSIONS HAVE
LITHONIA 5URFAGE MOUNT 2x2 PARABOLIG H16H PERFORMANGE FLUORE5GENT LIGHT PRECEDENCE OVER SCALED
; ( DIMENSIONS.
MODEL 2PMOX 2 Il 12LO MVOLT 13 6EBI015
LITHONIA 5URFAGE MOUNT 2x4 PARABOLIG H16H PERFORMANGE FLUORE5GENT LIGHT
ED MODEL 2PMOX 2 32 21LD MVOLT I/3 6E5I015 :3
o a
� LITHONIA SURFACE MOUNT 2x4 PARABOLIC HIGH PERFORMANCE FLUORESCENT LIGHT
7 O MODEL 2PMOX 2 32 2lLD MVOLT 1/3 6EBI015(NL=NIGHT LIGHT) B
Z bA w ao
�I LITHONIA LIGHTING EMERGENCY LIGHTING,ELM2 W u
=4---_._.--d ...,f._1f
1 L
LITHONIA LI6HTIN6 EXIT 516N5,WALL MOUNT �t a N
SINGLE POLE(ILL= ILLUMINATED)
51N6LE POLE(DOUBLE 5WITGH TO REDUGE OUTPUT BY 50%) �' v
�y1 DOUBLE POLE 5WITGH Q O
L ZO
j \ EEI !�t3 THREE WAY 5WITGH m CalQ c
x
J l' EXHAUST FAN GROAN QTR 110,(I.5 5ONE5 MAX)VENT TO EXTERIOR
z VERIFY ALL FIXTURE-5 AND LAYOUT WITH OWNER \II I W
O ALL ELEGTRIGAL TO BE IN AGGORDANGE WITH THE 2006 N.E.G.AND ANY STATE 8 LOGAL GODE5.
� I �
To
Cie
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i.
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t'I
i
tl ......... -- _-
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ELECTRICAL LIGHTING PLAN
LICENSED
ARCHITECT
I
L _-_._J L-_
z�
MUM SIWER OWG
Uc)
STATE OF IDAHO
1st FLOOR ELECTRICAL LirPTING Z 5,4SEMENT ELECTRICAL LIGHT INCs Z SHEET#
SCALE: 1/4' 1'-0' SCALE: 1/4' = 1'-0' El
j I El EELECI
DATE: FEB 10
PRO]ECF#: 1002
DRAWN BY: B-CRAIG
CHECKED: B-CRAIG
REVISIONS:
` ALL SCHEDULE
O EXISTING 2xb WALLS O O ❑
2xb INTERIOR WALL5,2xb'S®16'")L. C2010 BY BALTEUS DESIGN
(PLUMBING) GROUP, BARRETT SKIVER
CRAIG)4HESE DRAWINGS
ARE THE PROPERTY OF THE
ARCHITECT AND MAY NOT
Ennommomm 2x4 INTERIOR WALLS,2x4'S®Ib"O.G. BE REPRODUCED.O O O CONTRACTOR TO VERIFY
DIMENSIONS AND NOTIFY
2xb(I)HOUR INTERIOR WALLS,2x6 ARCHITECT OF ANY
(IL., ®Ib" VARIATIONS.
(I.G.,DOUBLE TOP PLATE,SINGLE BOTTOM WRITTEN DIMENSIONS HAVE
PLATE,J'TYPE"X"GYPBD.EA.SIDE,W/ C ECEDENCE SCALED
VERTICAL JOINTS OVER STUDS,FASTENED
IV 2 j'TYPE 5 DRYWALL 5GREW5 5PAGED
_ T O.G.PER(UL U305 d PER IBC TABLE
120.1(2),15-1.14) Q M N
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CA tv('Q tc, wl/G 1. �. 1
I MAR1
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1 STORAGE o
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.�
PROCEDURE #1 r ITCHEN
(I 0'x9'-57 r O
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UNISE n 3°1° l 3010
w O z
0
F-
��' STATION F
m
X N
EXI5TIN STAIRS /' w o
1 6-5" IOR ABG� ` z Q
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OFFICE OFFICE N'1 SHORE UP]'OOF TRUSSES,REMOVE
�`� C9'-5'xl '110/7 C9'-5'zl5'-107 cv�A,(L SECTION OF WALL,FRAME OPENING REVISED 1st FLOOR PLAN
PROCEDURE #2 PROCEDURE-3 STORAGE ROCEDURE #5 FOR NEW DOOR,USE (2) 1 Jq"x,1
1✓"
-0'x9'15') - PARALLAM5 FOR HEADER,INSTALL
N�RTED STEEL YxT EXTERIOR
j l LICENSED
Ib/ )� %„ ARCHITECT
AR•2780
— F\
� I�"`S +u✓�nr J5L�TCaI oU�(-fJO� .c q'-8�' q�_ql��
elf �1(` ✓ 2 3'10" 11'4' 4" 4'4- II'-8" VE`1�11CRAIG
0
I STATE OF IDAHO
/r I let. FLOCIRp FLAN SHEET#
SCALE: 1/4' 1'-0'
Z A3
� A3-FLPLI
o
09
14'-0" UNIT A8• 14'-0" UNIT AL. DOOR HDWE H.M. WELDED FRAME
o VARIES CLEAR
NO STOPS
a 12"H x 24"W MET. LOUVER DOOR PULL ON ROOM CLEAR PLASTIC BBTBB°IE'Iw°B°TBE°0°,B°'
6'-7 1/2" 6'-7 1/2" SIDE/RECESSED PULL g x30" VISION
N MET. FRAME ON RETAIL SIDE
a TRANSOM BY AUTO DOOR LITES "
a T.G. T.G. T.G. T.G. 4"HM HEAD WHERE
= z T.G. MFR T.G. SCHED.
3 DOOR DECALS(08410)
? "AUTOMATIC SLIDING DOOR" T.G.
ON GLASS ABOVE RAILS (—•� VIEWER WHERE
ff DOOR DECALS(08410) "IN 'ol SCHED. T.G.
T.G.
w a z EMERGENCY PUSH TO OPEN 0
d T.G., T.G. T.G. ON LOCK RAILS, TYP. T.G. T.G. I iv T.G.
T.G. T.G. T,G. 10 fN
LOCATE KEYSWITCH ON a
0 o V) DOOR STILE AT RETAIL SIDE EXIT ALARM, /' O" v SX.
N (INTERIOR DOOR UNIT) AND N FIRE/EXIT DEVIC
$ ON VESTIBULE SIDE WHERE SCHED. F AL_1 6'-9 1/2" UNIT 29 BP
r T.G. T.G.;' T.G. (EXTERIOR DOOR UNIT) T.G. T.G.;' T.G. PER LANDLORD SCOPE
w I Tb• T. Ij ONE-WAY GLASS(08800) AT JAL_2
5 g i� 0 SX SX 0 DOOR DECALS(08410) 0 SX \ SX 0 n DOOR 5 w/MIRROR SIDE VIEW FROM
"DAILY SAFETY CHECK" ON WHEN VIEWED FROM CAT VISIT ROOM SIDE H.M. WELDED
c y w AU-1 STILE ABOVE SWITCH, TYP. AU_2 GROOMING RECEPTION, AND FRAME W/NO
'a qg EXTERIOR UNIT EACH DOOR 81 INTERIOR UNIT AT DOOR 6 w/MIRROR SIDE STOPS
o ' COLOR TO MATCH EXTERIOR DOOR DECALS(08410) CLEAR ANOD. FINISH WHEN VIEWED FROM
F o STOREFRONT "CAUTION STAND CLEAR"ON NET BREAKOUT CLEARANCE 72.00" GROOMING SALON
g NET BREAKOUT CLEARANCE 72.00" RAIL AT TRAVEL PATH SIDES T.G.= 1/4"TEMPERED GLASS(08800)
PER LANDLORD SCOPE OF DOORS, TYP. I.G.= INSULATED GLASS(08800) LICENSED
T.I.G.= TEMPERED INSULATING GLASS(08800) ARaee sT
HEADER BEARING AT HEADER BEARING
o •. PARTITION FRAMING AT PARTITION
g 13 03 03 13 13 03 FRAMING 03 13 03 13
r-----------------------------------1 (2) 6"x 16 GA C-JOIST A8. 8.
8. 8. BOXED HEADER A$• (2) 3-5 8% 1-5/8"x 8. Al B. A8. CAR0aN0.JQNES
f / �(2) 6"x i6 GA
3 r- r------------- ,12 GA. POST r- ---- ---- ---- --� r_ ____ _� STATE OF IDAHO
--- ----- - -- - - --- C-JOIST BOXED
r ---- --------- HEADER -
LL F II I I I I 1 II 11 I II
I.G. I.G. I.G. I.G. i i i i i I i i i I I 20
o I ii I 03 i i i i ii II 8•
O 0 I I II I 8. I I I I II II II
T.G. T.G. T.G. T.G. i i T.G. i i i T.G. T.G. Ss I T.G.
II I 1 I I II II I II
II I 08 1*OL8 1 I D3 II II I II O3
I i o 04 II A8. 1 IA 8. •I I 1 I I I I II I I II
I 1 II ii i ii S
16 i T.I.G. T.I.G. T,I.G. T.I.G. i 16 l i i t i t i t
8. i A8. it ii i ii ii i.
Ti
(2) 35/g"x 1`•%"�Ci 12 i i i i o f i 0 o I (2) 3-5/8"x I I o (2) 3-5/8"x •C
I I I I I I I I-I I 1-5 8 x 12 GAS i I 1-5/8"x 12 p
10
I I II GA. POST II II II II l a / I Y II ° m
I 1 II II II II II I II POST II I II GA. POST
II II II II II ________________J LL______________JJ ______-u ° N 2.0
LL_____________JJ LL___--------_-----_-_L LL_
-Ne
---- ---___J uj
L CLEAR ANODIZED(FRONT CLEAR ANODIZED CLEAR ANODIZED CLEAR ANODIZED CLEAR ANODIZED CLEAR ANODIZED co��_
SF01 ELEVATION/REFER TO 01 SF02 GROOMING SALON) SF03 (GROOMING SALON) SF04 (GROOMING RECEPTION) SF05 SF06 J M
A81 ( (GROOMING RECEPTION) (GROOMING SALON) y"
BUILDING SHELL DRAWINGS) * 0.
LL
PER LANDLORD SCOPE c m LL
DOOR&STOREFRONT TYPES 04 0 z_To C
REF.: SOURCE: 1/4"=1'-0" � �U�
DOOR FRAME
U
A2.1 SWING FINISH HDWE FIRE
MARK FROM/TO TYPE MATERIAL WIDTH HEIGHT THK. FROM/TO MATERIAL HEAD FINISH SET LABEL REF REMARKS C
14'-0" 7'-7 1 2" AUTO DR. UNIT W/BRE w TRANSOM LLI
1 VESTIBULE/EXT. AU-1 - UNIT UNIT - - - - - 1 - 08410 PER LANDLORD SCOPE NO E Q w
2 RETAIL/VESTIBULE AU-2 ALUMINUM/GLASS LITES 14'-0"
UNI 7'-7 12'
UNI STD. MFR. PREFIN. AL UNIT STD. MFR. PREFIN. 2 - 08410 NO E R. UNIT W/BRE .w TRANSOM; '''���\��1 cl)
3 - - - - - - - - - - - - - NOT USED u ¢'o
4 - - - - - - - - - - - - - NOT USED 0 J
GROOMING CAGE IV_IL
CL
5 RECEPTION ROOM AL-1 ALUMINUM/GLASS LITE 3'-0" 7'-0" STD. MFR. PREFIN. ALUMINUM 1-3/4" MFR. PREFIN. 3.1 - 08410 OFFSET PIVOT HINGES, ONE-WAY GLASS LU:)
GROOMING CAGE CENTER PIVOT HINGES, PUSH BAR BOTH SIDES, D-(A
6 SALON ROOM AL-1 DOUBLE ACTING ALUM 3'-'0"" 7'-0" STD. MFR. PREFIN. ALUMINUM 1-3/4" MFR. PREFIN. 4 - 08410 ONE-WAY GLASS
7 RETAIL/CAT ROOM AL-2 ALUMINUM/GLASS LITE 6UN172" UNIT" STD. MFR. PREFIN. AL UNIT STD. MFR. PREFIN. 5 - 08410 MANUAL SLIDING DOOR
DATE:
8 RETAIL OFFICE F HOLLOW METAL 3'-O" T-0" 1-3 4' PTD. PT-01 SG HOLLOW METAL 2" PTD. PT-Ot SG 6 - 08100 SEE SIMILAR DETAIL FOR DOOR STOP AT 15/A8.1 25iCD �N 11-05-14
/ / KNOCK-DOWN
9 HALL./BREAK RM. F HOLLOW METAL 3'-0" 7'-0" HOLLOW METAL-0" 1-3/4" PTD. PT-01 SG KNOCK-DOWN 2" 88 CD 11-19-14
PTD. PT-01 SG 7 - 08100 SEE DETAIL FOR DOOR STOP AT 15/A8.1
1 o0%CD 01-054E
10 HALL/EXTERIOR - - 4'-6" T-O" - - - - - 8 - - PER LANDLORD SCOPE BLDG REV.1 02-MIS
11 HALL./MEWS RM. F HOLLOW METAL 3'-0" 7'-0" 1-3/4" PTD. PT-01 SG HOLLO KNOCK-DOWNWL 2" PTD. PT-01 SG 9 - 08100 SEE DETAIL FOR DOOR STOP AT 15/A8.1
12 HALL,/WOMEN'S RM. F HOLLOW METAL 3'-0" 7'-0" 1-3/4" PTD. PT-01 SG HOLLOWKNOCK-METAL
2" PTD. PT-01 SG 9 - 08100 SEE DETAIL FOR DOOR STOP AT 15/A8.1
13 HALL./WORK RM. F HOLLOW METAL 3'-0" 7'-0" 1-3/4" PTD. PT-01 SG HOLLO KNOCK-DOWNWL 2" PTD. PT-01 SG 7.1 - 08100 SEE DETAIL FOR DOOR STOP AT 15/A8.1
14 WELLNESS RM./ FL HOLLOW METAL/LOUVER 3'-0" 7'-0" 1-3/4" PTD. PT-01 SG HOLLOW METAL 2" PTD. PT-01 SG 10 - 08100 FIXED MET. LOUVER
WORK ROOM KNOCK-DOWN
15 NO SWING CO CASED OPENING 5'-0" 7'-0' - MFR. PREFIN. HOLLOW METAL
2" PTD. PT-01 SG - - 08100 HM WELDED FRAME W/NO STOPS (16 GA. FRAME)
KNOCK-DOW16 RETAIL/PRE-SALES DA ELIASON DOOR 2)3'-0" 8'-0' 1" MFR. PREFIN. HOLLOW METAL 2" PTD. PT-03 SG - - 08300 HM WELDED FRAME W/NO STOPS
17 PRE-SALES/EXT. - - 3'-0' 7'-0" - - - - - 13 - - PER LANDLORD SCOPE
JOBK PETCO P.N.JOBp
18 PRE-SALES/EXT. - ROLLING DOOR 8'-0' 8'-8" - - - - - 14 - - PER LANDLORD SCOPE 14020701A T550
- - - - - - - - - - - - NOT USED - CHECKED
AD MIA
GENERAL DOOR NOTES
1. INTERIOR DOORS SHALL BE FITTED WITH LEVER-TYPE, ACCESSIBLE DOOR HARDWARE THAT DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. DRAMS TITLE:
2. INTERIOR EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE, WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE, WITH UNLATCHING FORCE OF LESS THAN 5 POUNDS.
3. INTERIOR DOORS WITH CLOSERS SHALL BE OPENABLE WITH AN UNLATCHING FORCE OF LESS THAN 5 POUNDS.
4, REFER TO FLOOR PLAN /LARGE SCALE PLANS FOR ALL DOOR"LEFT/RIGHT"HANDING. DOOR SCHEDULE
5. * EXTERIOR H,M. DOOR & FRAME PAINT COLOR TO MATCH ADJACENT BUILDING COLOR. DOOR TYPES
** EPA P IR-Ex1pil,IG O W E R U E T M TC P T 0 H D A T. I /�
7. P 0 DE SIN T AI E T AN E 00 Si " IS DO R 0 REMAI U LOCK D H IL IN I o CU IE .Q DOOR/FRAME SCHEDULE SOURCE: 1/20'--1'-0" Al l
t
0
N
Q CA I
yy I WP.M0.0i0P 1 WY.IWAmt
K K _
MUX.Wy02mm
w � T.O. FRAMING
�s'
o .0. FRAMING I I 2 '-6"
T.O. MASON Y
a 15 .0. MASONRY
a o
0 0
u� G
3� c
rc LT. FIX.
o DOCK SHELTER
a EDGE OF DOCK LEVELER
o DOCK BUMPERS
° g
g W FINISH FLOORMJ
F FLOOR FIN. FL B.O. TRUCK WELL LICENSED
NISH
ARCHITECT
I-kAR98539B
W Z
j CAROLYN O.JONE3
RIGHT SIDE ELEVATION 11 BTATEGf19NG
$§ $ REF.:A2.1 SOURCE:
FRAMING 03
I 26'- I m M
i .0`rT FRAMING r ! .,� y a0
.oa-6" ---------------------------------- —- -------------------------------
r MASONRY
i O• LLD_—m
0 Cml�
LT. FIX.
U
LT. FIX. Z
Lu
�O
0'-0" —
H
NISH FLOOR __ ---------- <Lup
--------------------------- 6_B. WL
---- ------__ 0. TRUCK WELL
Ifi
T.O. PAVING ADJ. CMU RETAINING WALL REAR ELEVATION 0 a.U)l
TO RAMP (BEYOND) ADJ. TO RAMP REF.:A2.1 SOUR =11-0
GAre:
(1 25 11-W14
elE9®r Y
Di 4 5 90 C 1-19-14
0
�36O_O" 1-05-15
BLDG 0
T.O. FRAMING eLooR .1 oz-aeu
CONCEALED PLYWD. SHEATHING OR OTHER w^
I SOLID ANCHORAGE BEHIND BUILDING r -.6950
i SIGNAGE �QQoxo3ce
BANNER ANCHORS AT COPING -w --
(05500) REF. DET. 04/A6.1 - PETCO/LOGO BUILDIN 1'
a
I ••,' SIGNAGE(SEPARATE 03 05 � 1�v
2' ,. 10'-0" 1 o'-0" ;.....;•; "•.. ..:' PERMIT) 5. 5.
T.oh23
SIM. SIM
MASONRY
00
r -- ---a
"GROOMING"BUILDING
SIGNAGE(SEPARATE PERMIT)
BANNER ANCHORS AT WALL _ � �Ali �SeP Gs. PT55 P.MJO6N
BANNS)REF. DET. 03/A L 2 IF 1 " yW t402070tA T550
T.O. STOR (�PA1' yy OMWN CHECKEG:
AO JAD MM
BANN R ANCHORS TO BE PROVIDED AT ALL NAMING TTTE:
BUILDING ELEVATIONS WHERE APPROVED SIGNAGE EXTERIOR ELEVATIONS
IS LOCATED. BANNER ANCHORS SHALL MEET
PETCO PROTOTYPE DESIGN STANDARDS.
FINISH FLOOR
WIN. SHADE 1030 z STREET NUMBER IN. SHADE 10300 FRONT ELEVATION 01 A4.
36"H WINDOW GRAPHIC p,A GRAPHICS IF REQ'D BY
o JURISDICTION REF.:A2.1 SOURCE:
`N V"