HomeMy WebLinkAbout08-3150 1122 Eastland Dr N plans COMcheck Software Version 3.6.0
Envelope Compliance Certificate
20061ECC
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 Location(for weather data): Twin Falls,Idaho
Climate Zone: 5b
Heating Degree Days(base 65 degrees F): 6769
Cooling Degree Days(base 50 degrees F): 1995
Vertical Glazing/Wall Area Pct.: 1%
Activity Tyne(s) Floor Area
Office 7759
Section 3: Requirements Checklist
Climate-Specific Requirements:
Component Name/Description Gross Area Cavity Cont. Proposed Budget
or Perimeter R Value R Value U-Factor U-Factor
Roof 1:Attic Roof with Wood Joists 5980 38.0 0.0 0.027 0.034
Exterior Wall 1:Wood-Framed,16"o.c. 53820 19.0 0.0 0.067 0.089
Window 1:Metal Frame with Thermal Break:Double Pane with 509 — -- 0.340 0.550
Low-E,Tinted,SHGC 0.47
Door 1:Glass(>50%glazing),Entrance Door,SHGC 0.47 42 — — 0.240 1.200
Basement Walt 1:Solid Concrete:8"Thickness,Medium Density, 1728 14.0 0.0 0.073 0.351
Furring:Wood,Wall Ht 9.0,Depth B.G.8.8
Floor 1:Slab-On-Grade:Unheated 192 — —
Floor 2:Wood-Framed 5980 19.0 0.0 0.051 0.051
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
Air Leakage,Component Certification,and Vapor Retarder Requirements:
1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance
with the manufacturer's installation instructions.
2. Windows,doors,and skylights certified as meeting leakage requirements.
Ll 3. Component R-values&U-factors labeled as certified.
El 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that
achieves the rated R-value without compressing the insulation.
5. No roof insulation is installed on a suspended ceiling with removable ceiling panels.
Project Title:The Mac Mayer II Office Building Report date: 12/10/08
Data filename: C:\Check\COMcheck\mac mayer 2.cck Page 1 of 4
rl 6. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized
dampers.
7. Cargo doors and loading dock doors are weather sealed.
❑ 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a
0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material.
Lj 9. Building entrance doors have a vestibule equipped with closing devices.
Exceptions:
Building entrances with revolving doors.
Doors that open directly from a space less than 3000 sq.ft.in area.
10.Vapor retarder installed.
Section 4: Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications
and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2006 IECC
requirements in COMcheck Version 3.6.0 and to comply with the mandatory requirements in the Requirements Checklist.
ITT �'rzf� 6A611 t=,
Name-Title 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 11 Office Building Report date: 12/10/08
Data filename: CACheck\COMcheck\mac mayer 2.cck Page 2 of 4
i
COMcheck Software Version 3.6.0
Exterior Lighting Compliance
Certificate
2006 1ECC
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: Exterior Lighting Area/Surface Power Calculation
A B C D E F
Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed
Watts Wattage Watts Watts
/Unit (C x D)
Illuminated length of wall or surface 342 ft 5 No 1710 546
Total Tradable Watts*= 0 0
Total Allowed Watts= 1710
Total Allowed Supplemental Watts**= 86
*Wattage tradeoffs are only allowed between tradable areas/surfaces.
**A supplemental allowance equal to 5%of total allowed wattage may be applied toward compliance of both non-tradable and tradable
areas/surfaces.
Section 3: Exterior Lighting Fixture Schedule
A B C D E
Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
Illuminated length of wall or surface(342 ft):Non-tradable Wattage
Incandescent 1:Incandescent 75W 1 21 26 546
Total Tradable Proposed Watts= 0
Section 4: Requirements Checklist
Lighting Wattage:
1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable
areas/surfaces,total proposed watts must be less than or equal to total allowed watts.
Compliance:Passes.
Controls,Switching, and Wiring:
Lj 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting.
❑ 3. All lighting fixtures are controlled by a photosensor or astronomical time switch that is capable of automatically turning off the fixture
when sufficient daylight is available or the lighting is not required.
Exceptions:
Covered vehicle entrance/exit areas requiring lighting for safety,security and eye adaptation.
Project Title:The Mac Mayer II Office Building Report date: 12/10/08
Data filename:C:\Check\COMcheck\mac mayer 2.cck Page 3 of 4
Exterior Lighting Efficacy:
4. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt.
Exceptions:
Controlled by motion sensor or exempt from consideration under the provisions of Section 505.6.2.
Section 5: Compliance Statement
Compliance Statement: The proposed exterior 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 3.6.0 and to comply with the mandatory requirements in the Requirements Checklist.
Name-Tide � { Signature Date
Project Title:The Mac Mayer II Office Building Report date: 12/10/08
Data filename:C:\Check\COMcheck\mac mayer 2.cck Page 4 of 4
O O
W z C\2
A z x
„S-.Z � •cn w
yO..
z
(/) W U O
Q
m
Q N
= O
N Q U o 0
O Q w
U) 0
�
I
w ozQU
Q o � �
cvO x \ Z
x Q
I tn .lth
"I i I
O N
° m x m x CD x
� x
N .-
_
Q-Got-, \ T
Q
z fn C\j (N
Q ~ Z ~
(L Z p o Z
N U
LEI
Ln
Q� Ncli
=
e
\ r7 x y = O � N \
= cn
x� x r 17 N ih d x\ x Q
ro m
rnol
co 0
m x mx C 4 x m ® m x m x FU-
N �
w�
W
J
Q7
D
0
LO
F z
0 z •-i
1 Zoo zA F a
�L 0
o O Oa p�
_ s N O Z 00 w
IN r j z Q (a
1, eM N r SalJDA „�—�t O C)z O U
w E-
m z a
y
1— z z
Q c) o
W _ w z Q CQ
CQ
11 C w
.a i1') =N O CL U :.
N I \ E Hw�yy rn°D
M`a 3 Z We
y\ O Q
v v, z .: niRiauimo-
I x
N
..9—.Z
„L „9 6 „9
y 9 c
rN 0 03 0 ON
LLL
c� M x OCN
O
M I Nx3 d cLd
O
E0'�D
F- Z v o >U)
eO c� I z V x 3"
0
vi v o"
MCV I CLZ � Z a0.0
Wc
I Ld aLa O
T=4
yv
0 ,
M O v y O� Nt
1 1 I to 4)y y
co
a o.v a c
I av
N o ^ v v E
a � v
y �
....6. y W °' O- v
Z o �a2'v
L
Up "9 J z •-NM
O N
_
O I
O N
a
J
DATE: DEC 08
PRO]ECf 8: 0820
DRAWN BY: B-CRAIG
INDEX OF DRAWINGS CHECKED: B-CRAIG
" DESCRIPTION REVISIONS:
T TITLE SHEET /NOTES
SI PRE-APPROVED ENGINEERING SITE PLAN
62 PROJECT SITE PLAN
53 SITE CONCRETE NOTES
I STRUCTURAL NOTES
NEW SPECULATIVE LEASE PACES 2 FTG/ PLAN A.T BY BALTEUS DESIGN
GROUP,((BARRETT SKIVER
3 CONCRETE DETAILS CRAIG)7HESE DRAWINGS
4 CONCRETRET E DETAILS/BASEMENT PLAN PROPERTY OF THE
ARCHITECT AND MAY NOT
5 IST FLOOR PLAN BE REPRODUCED.
' 6 ELEVATIONS ERIFY
ARCHITEECTOFANY Y
MAC MAYER OFFICESELEVATIONS WRITTEN DIME SIO
VARIATIONS.
8 ROOF FRAMING PLAN WRITTEN DIMENSIONS HAVE
9 SECTIONS PRECEDENCE Ow R V ALED
DIMENSIONS.
10 SECTIONS/EXTERIOR LIGHTING
Q
a Q d a
FOR: CITY OF TWIN FALL6 z op --�-�
FPLANYSIS BASED ON 2006 INTERNATIONAL BUILDING CODE C7 ea a0 0NLATEST ADDITION OF INTERNATIONAL FIRE CODEUrd: BALTEUS DE516N GROUP,BARRETT SKIVER GRAIL,AIAoress: BE A5516NED City: TWIN PALLS State: IDAHO Zip;83301 G=LJ w
Legal Description:LOT 7,BLOCK I,EA5TRIDOE PROFI-5510NAL PLAZA SUBDIVISION, H
TWIN FALL,IDAHO L :3 M
Occupancy Glassification: B Occupant Load Per Area: Bsmt: 6 '�
CT10
B: CIO I: NA 2: NA ¢ z 0
® O U Number re Stories: ONE Total: bb CEO CCU Q
Floor Area: Exits Rectulred: Basement: 2TIK' F�
NSTR "I'M1
Basement. 1779 S.F. Ist. 5980 S.F. B, 2 O
_ 3: \ =3
f
2nd. NA Garage. NA Erwrgm.y Lights: Yes: X No: a
Type of Gonstruction: /-B Exit Slgne: Yes: x No: ^
Maximum Floor Area Allowed By Gode Electrical Plans: Yes:*X No:
5q.Ft. 15,150 S.F. Plumbing Plans: Yes:_No: X
Automatic sprinkler: Mechanical Plans: Yes:—No: X R
Yes No X Full Wind Load:'10 MPH Seismic Glass: G FCF�
Partial Net Dry Snow Load: 25 P5F o �cf�g Vl�p
Isis for rode Allowed Increases: FoundationBe u g Pressure: 1500 P5F e
rioklers: Yes:—No: X Fire Walls d: �NOo�9k
Other: ALLOWABLE AREA 75%FOR Yes;_NO: X
FRONTAGE INCREASE.(NOT REQUIRED) Occupancy Separation Wd: O
FL ANN I NGa AND ZONING Yes:_No: X
PROPERTY SIZE 21,655 5FPROPERTY DEVELOPED 0 5F Comments: 'EXTERIOR ELECTRICAL LIGHT Area Separation Req'd:
eL
21 6:55 S.F Yes:_No: X 0 ,
NEW PROPERTY DEVELOPED . Fire Hydrants Within 1000 ft.: LU v
CITY OF TWIN FALLS ZONE DESIGNATION - R2-PRO u1 n3' u2 ? Q
OCCUPANCY OR BUILDING USE OFFICE ? t4 H 4,
LANDSCAPING 10% OF PARKING REQ. (ANALYSIS BASED ON CITY OF TWIN FALLS,AND JEROME STANDARD FORMS)
CITY OF TWIN FALLS REQUIREMENTS:OR 3% OF DEVELOPED PROPERTY AREA
W
21,655 * .03 = 650 SF, 6,840 * .10 684 SF >
F- O
PROVIEX STING NA NEW— 5,423 S.F. V
s,a23 S.F. V �
SCOT OF WOR<
TOTAL LANDSCAPING PROVIDED _ a
ARTERIAL REQUIREMENTS
NO
PROJECT IS FOR THE CONSTRUCTION OF A SPECULATIVE LEASE
BUILDING SPELL. TENANT IMPROVEMENTS WILL BE DESIGNED z
OFF STREET PARKING AND PROVIDED TO THE CITY OF TWIN FALLS BUILDING
(I) PARKING STALL PER DEPARTMENT ON A LEASE BY LEASE BASIS
CITY OF TWIN FALLS REQUIREMENTS: U
500 SQUARE FOOTAGE OFFICE 5PAGE,(1) PARKING STALL w b tt
1,
PER 400 SQUARE FOOTAGE 5TORA6E/MEGHANICAL SPACE oDat z p
i!
5CI80/300 = Iq;177G /400 = 4;TOTAL REQ = 23 NOTES:
PROVIDED
EXISTING NA NEW 23 ALL GONSTRUCTION TO MEET OR EXGEED THE 2006 TITLE SHE TES
HDC SPACES I INTERNATIONAL BUILDING CODE, INTERNATIONAL ENERGY
GODE,AND ANY LOCAL GODE5 AS APPLICABLE.
SITE DRAINAGE t RETENTION: IF INFORMATION ON A PARTICULAR 5Y5TEM OR GONSTRUGTION r+�
DETAIL 15 LACKING OR IN5UFFIGIENT,NOTIFY ARGHITEGT FOR �C� SED
have lj
SEE SHEET Sl FOR PRE-APPROVED EAST RIDGE INTERPRETATION BEFORE STARTING WORK. C
got a'4. R-z '
PROFESSIONAL PLAZA SUBDIVISION SITE DRAINAGE �aDMWved goblet MAKE NO GHAN6E3 TO CONSTRUCTION DOCUMENTS WITHOUT
AND RETENTION DESIGN BY OTHERS. �n¢Nctwn n EXPRESS WRITTEN PERMISSION FROM ARCHITEGT.
motio
NiSoF'�e�1b THI5 15 A LIMITED SERVIGE5 ARCHITECTURAL CONTRACT.
VERIFICATION OF ALL EXI5TIN6 STRUCTURES,(ABOVE AND
UNDERGROUND),SITE 6RADIN6,GRADE ELEVATON5 B EXISTIN6 en L CRY
Date UTILITY LOCATIONS TO BE THE RESPONSIBILITY OF THE OWNER ,
AND GONTRAGTOR. ALL FINISHES,ELECTRIGAL,HEATING AND STATE F In
14
GOOLIN6,VENTILATION AND PLUMBING TO BE DETERMINED ki
BETNEEN THE OWNER AND THE GONTRAC:TOR. SH
T-TITLE
DATE: DEC 08
51TE BENCH MARK PROJECT#: 0820
SANITARY 5EWER MANHOLE EXISTING TRANSFORMER Q "B"BOLT ON FIRE HYDRANT DRAWN BY: B-CRAIG
RIM-g22q TELEPHONE RISER TO BE #4033-3127 B-CRAIG
5 INV.6"-Bb.Ol RELOCATED IN LAND56APE ELEVATION=36N.66 CHECKED:
EXISTING DEVELOPMENT N INV.8"-85.45 BED CITY OF TWIN FALLS DATUM REVISIONS:I-I3-0q,REM.
FUTURE DEVELOPMENT INFILTRATOR AREA,ADD
—_��—�— —
I DETENTION
SANITARY SEWER MANHOLE SHEET 5-1 FOR DRAINAGE
INFORMATION PER 51TE
-- -- —•--
INV
-- °w--" --•----"----•----x----•-- —Twos --° — ,, ww —.——•——• —•——•— " I EI8257�q2
w w w --�— — ENGINEER B5G
ww — -- -- •----;,— x----•----• —
a. �/ ,. ' wl I + w •�,'� ,�V—�,p .' , , ~Pia w i w --— — C2008 BY BALTEUS DESIGN
� GROUP,T(BARRETT SKIVER
ARE ITHE PROPER OF THE NOT
,
RAWINGS
u. r '_ r
-
-� .,ux u. 4,, v�� a 1 ARCHITECT AND
1 — L.8 tx"x rocn I I BE REPRODUCED.
12—SD —I2—SD-12—SD RyD a SD \t I t CONTRIFY
ACTOR
NS TO VECTIFY
DIMENSEXISTING I ILTRATOR BED I ,® 'Zm°°� } I ARCHITECT OF ANY
B b VARIATIONS.
WRITTEN DIMENSIONS HAVE
PRECEDENCE OVER SCALED
I 9 I \�� I� aI } rI a DIMENSIONS.
owe Q d 4
o
IN I � I I n w (> � X
3 j C a LL
> N
�I I N I Ull n LAJ H F
9
Ld
OaSL'l hoar
FF 06g3.b3
(VERIFY) O
rn
FUTURE 5UILDING o
�—
LOT"6
LOT " -`"1 \ p0
EXISTING BUILDING\ I DETENTION AREA 2=2lll CUFT 1 I N
LOT#S 1
DETENTION AREA I=IIg2 GUF �� j
wv
I I
— — —- \' JMI, ..A -_— 9 LL
— — — — —— EASTGLEN WAY —Z _ E�} 222 Lu
_ _ _ _ SANITARY 5EWER MANHOLE v
RIM-88.81 Q
5 INV.8"-lq.88 vai
W INV.12"-lq.bl Lu
Q
W
SANITARY SEWER MANHOLE SCOPE OF WORK
RIM-g2.44 Lu
N INV.8"-52.21 >
5 NV.8"-85.06 f-
FULL SITE PLANS a
SCALE: I• 20'-0' Z
Lu
z
BUILDING SITE 2 -3, DRAINAGsE CALCULATIONS Q
Ii �nk
50 YR-24HR RAINFALL oe „'
COMMENTS VOLUME IN DETENTION AREA
VOLUME INFILTRATED p c
RUNOFF COEFFICIENT Lb INCHES VOLUME Q
OPEN/LAND56APE AREA TOTAL SITE UFT °G Q
AREA PHASE 2-3 43,054 5QFT 4,450 GUFT INFILTRATOR VOLUME 512 GUFT
ASPHALT S CONG AREA Ib,2015QFT OA5 2,053 GUFT DIRECTED TO INFILTRATION AREA DRAINROGK EFFECTIVE 10.bb'X 4'X 130'-512 GUFT=Ib5l GUFT BUILDING FOOTPRINT ALL BUILDIN55 2518 GUFT
v 99 VOLUME 3 8I3' E ING E PLAS n
OPEN/LANDSGAPE AREA 11,152 SOFT O GUFT DIRECTED TO DETENTION AREA TOTAL REQUIRED AT DETENTION AREA V&CUFT
EFFECTIVE VOLUME 2,22q GUFT
BUILDING FOOTPRINT 14,308 SOFT OA5 1,812 GUFT DIRECTED TO DETENTION AREA r
��9 REQUIRED VOLUME 2053 GUFT DETENTION AREA I,Ig2 GUFT A ENSED
TECT
OPEWLAND5GAPE AREA BLDG 1 5,061 SOFT 0�39 1J6 GUFT DIRECTED TO LANDSCAPE AREAS BEHIND CURB DETENTION AREA 2 2,111 GUFT 2780
NET SURPLUS Ilb GUFT Ilk-
BUILDING FOOTPRINT BLDG I 6,050 SOFT OAS lbb GUFT DIRECTED TO LAN05GAPE AREA AROUND BUILDING TOTAL VOLUME AT DETENTION AREAS 330 GUFT \
�i�O BAR ETE SKIVER CRAIG
NET 5URPLU5J GUFT
5"1'A IDAW ^
.SIZE #v
E RSITE _
DATE: DEC 08
PROJECT M: 0809
NG DRAWN e B-CRAIG
FUTURE BUILDI
I Il II I CHECKED:: B-CRAIG
REV
n i _3.
_1 To
PIPE TO INFILTRATOR AREA i i I INFILTRATOR(AREA.REM
t\n n I v 5EE DETAIL 1/53 FOR TYPIGAL r--- - I DETENTION AREA 5EE
o 11I II I - PRE-DE5I6NED INFILTRATOR I DETENTION AREA 1=1192 GUF I a I 5HEET 5-1 FOR DRAINAGE
I III INFORMATION 1g'-6' 1-6. I I I I II N I g221 TBC .77 TBG I ---------------- --14:1 ---------� I I INFORMATION PER 517E
kl 3.oa% 1 1 4.) 1 I
1 __ I ENGINEER.BSG
-_----- TE""q2
- �l ----1 1 I ;� INFILTRATOR INLET �., ., --�-�-�k�-�--TELEPN6 TRR SEROR BEd -- -- -- 4.11iRELOGATED INTO PLANTER I --- - -- ----- - 3.01% DSCAPING m1 4 _J I I \ I / I 020008 BY BARLTETS DESIGN
GROUP,(BAR ET SKIVER
hI CRAIG)THESE DRAWINGS
I I UP UP UP L-UP -------------------- T � O J I L=f / .
- -- -- - -- - - 90.50 S2-i I •I \ I ARE THE PROPERTY OF THE
OC_TBC-- -- 4:1 I ry�Ic ARCHITECT AND MAY NOT
3 a
- g230 1'BG I g2b9 TBG / I �+ BE REPRODUCED.
I ELEGTRIGAL METER5 d / CONTRACTOR TO VERIFY
I I ! ( 2 DISGONNEGT,VERIFY I / I I ARCHITECT
ODIMENSIONS FNANY NOTIFY
I I TYP 2 g325 LOCATION lW OWNER / r I I i VARIATIONS.
:I / WRITTEN DIMENSIONS HAVE
4 3 _ UNDERGROUND POV�R AND / PRECEDENCE OVER SCALED
PQb4 LIP 92.15 TA I �I I / I DIMENSIONS.
3 �, 53 TELEPHONE 3
I ' ¢ I� I
I 3 g3.06 BSW
a
a a
fig• 5EE DETAIL 2/53 FOR AGGE%I5LE 04 p
TA
4 q!5 FC RAMP INFORMATION I "
-g gS7FC.- 1 3 z �3 ao m
I
4" (MIN)PVC, � KNoxeox I �I I Z �/� > N
3 a SANITARY SEWER ! I 111 � i w
I } 6 GOTG
_ I SS �21 5EE DETAIL 5/53 FOR AGGE5515LE :� I }v '
aJRB cur 51GNAGE INFORMATION � N
FLOW 1RHU T ¢ Q g321 TA g334 B517 93.61 BSW
�I 9T007•L�N L C m
glJl T'BC g1.76 g221 TBG $ --- I I `1[{7q�TO m O Z O
.....:.....
r
O 3 SS 333% LOT wl 5 OCK I
T S
---------- ------- ------ i`. .,....'. `. EAST RIDGE PROFESSIONAL !I c
O� I LAN05GAPIN6 g326 TA PLAZA SUBDIVISION
P On's I g332 I- •�
^� o
u
g230 TBC 32-IAS 7 - Typ I •p \ .Q-
gI26 TBG g I
glbT LIP glbl TBG 53 g3.61 B5W \ Cry
I
q g (VERIFY)
\ {� q 4b7 TA L-
a � � 93.60 B5W Q I � :I I / I
/ 7
10
/i..a
SANITARY 5EWER MANHOLE I I 4,T LANDSCAPING / :i I / i O
g / I. Drywell inspections required as follows: �a RIM-q2 29 � g3b7 TA y _ rywell pit(length,width,
5 INV.5"-55A5 to g4.17 TT G
II I I andepth)with eotextile fabric in
N INV.8'-85.95 11 \ / '42 s. rock backfill c
.,:,,. .,,, ` \ 3 / II��y,'�(` :I I 2. Inspectionlof2eS-5„
I 4223 LIP \ -q2�1BG MATCH EXISTING \\ / J II I and catch basin installation. Q =/
LL L.i�
3. Final inspection.
I _ please ca11735-7294 H
3 _- 12 -W 3.44%W>� W / I• I F-'
I \\ --- 14bb B5W ,/ 3 z
9453 TFG g4b5 TSW \ 4 O II I = 1,w
V MIN WATER LINE LANDSCAPING \ '4• I LI J
g4Ag TBC
W
_. ......_.._. -. - __ _ (VERIFY PU OVd'ER) �
MATCH EXISTING g321 TA - - z.e x - -- - -- - - - I I lie O C)
94 TSW I 2
y EXISTING WATER METER g3.96 TA
4,03 TA
U
EX TO I5TING 19CTPAR BED I � Q a
I EXISTING BUILDING li I z O z
U WW W
o <
PRE APPROVED PARKING d DRAINAGE DESIGN CURB/ GUTTER NOTES: SIDEWALK NOTES z a
BY OTHERS,FIELD VERIFY W/OWNER
STANDARD THIRTY-51X FOOT(36)RE51DENTIAL STREET SHALL INCLUDE I EXPANSION MATERIAL SHALL BE REGOIRED EVERY FIFTEEN FEET 059 AND WHEN
TWO AND ONE HALF INCHES(2}')COMPACTED GRAVEL BASE UNDER C4JRB AJOININ6 ANY PREVIOUS CONCRETE WORK(SEE 5TD.DVS.E-1 AND STD.5PEC5. SITE PLAN
N 2 STANDARD FORTY NINE FOOT(4q')ARTERIAL STREET SECTIONS SHALL INCLUDE 401A2,CITY OF TWIN FALLS STANDARDS).
P RO J E G T S 1 T E PLAN 6 AND ONE HALF INCHES(bi')GOMPAGTED GRAVEL BASE UNDER CURB 6 GUTTER 2 EXPANSION MATERIAL SHALL BE REQUIRED BEHIND THE SIDEIALK HI REVER
THERE WILL BE OR 15 A DRIVfltAY,WALK OR STRUCTURE(SEE 5TD.DW6.E-I
SCALE: I' 10'-0' 3 COMPACTED GRAVEL BASE UNDER Q R6 AND CUTTER FOR ALL OTHER STREET AND STD.5PEG5 401A2,CITY OF TWIN FALLS STANDARDS).
„g SECTIONS TO BE DETERMINED BY Gltt ENGINEER 3 ALL CRACKED OR BROKEN SIDEWALK 5HALL BE REXY TED EXCEPT AS LICENSED
�y 4 CURB AND GUTTER NINTEEN FEET(lq9 LONG OR LESS REWIRE5 ONE EXPANSION INDICATED BE.OK ARCHITECT
0)MATERIAL JOINT. QJRB AND GUTTER TWENTY FEET(20')TO FORTY FEET(40'), (A) THERE SHALL BE ALLOWED ONE(1)RANCOR CRACK AR-2780
„q REQUIRE5 TWO EXPANSION(2)MATERIAL JOINTS. CURB AND GUTTER FORTY FEET PERPENDICULAR TO THE CURB AND WITHIN THE MIDDLE
(409 AND LARGER SHALL HAVE EXPANSION MATERIAL JOINTS AT FORTY FEET ONE-THIRD(j)OF THE FIVE FOOT(5)SIDEWALK SECTION
(409 INTEREVAL5.(5EE STD.DWG.E-I AND 5TD.5PEG5.401.02,CITY OF TWIN FALLS PER THREE HUNDRED LINEAR FEET(300')OF 51DEWALK.
V �n 5TANDARD5). (13) THERE SHALL BE NO SECTIONS LE55 THAN TYOTY-FIVE
5 FOR 6 NO SECTIONETE STREETS SEE STD.DWa G-1.OFF CURB SHALL BE LESS THAN FOUR FEET(4)IN LENGTH. SQUARE FEET(25 S.F)WHEN SIDEWALK IS RB40VED
AND/OR REPLACED. BARRETT SKIVE0.CRAIG
rr H` 7 BACKFILL BEHIND CURB5 SHALL CONFORM TO SECTION 403D%3),CITY of TWIN 4 GRAVEL MAY BE THRE-WARTER INCH(J')MAX OR ONE AND ONE HALF(I}")
FALLS STANDARDS. MAX GRADED Y�RA`/B-(SEE STD.SPECS.412,CITY OF TWIN FALLS STANDARDS). STATE OF IDAHO
SEE CITY OF TWIN FALLS ENGINEERING STANDARD DWG5 LOCATED AT: SEE CITY OF TWIN FALLS EIGINEERING STANDARD DPS5 LOCATED AT: SHEET,#
http://w ifidDrg/&gfrn iny/page&?5ta)dord.DraHIW2006 http://w .tfld.ory/miyMwlnq/poge#r?5tondard-DmH +2006
52-SITE2
DATE: DEC 08
PROJECT#: 0820
DRAWN BY: BCRAIG
4"GONGRETE WALK ON 7
CHECKED: BCRAIG
ENGINEERED FILL GOMPAGTED b'-O" 3'- IN b'0' REVISIONS:
TO q5%AND 3"LEVELIN6 COURSE -
4"GONG;BETE SLAB
-- - - -
Ys°RADIUS 0 GOP TED
ENGINEERED FILL AND
"LEVE:LIN6 GOUR5E
LANDSCAPING ASPHALT 3 _ ASPHALT
l Illy LI _ -
�Ir) lT4 �ii n = o
�-I
b it { li I�iF I jfl IiE 4 P =_
. --_� Q2008 BY BALTEUS DESIGN
-- � OROUP,TBARRETT SKIVER
RR 1�I 77� ���-------111 ' 77 ii �?�
21}J b.r 6 � 11��(�7 ZT�7�� jlll ,[ ) ARE
ETHTHEO DRAWINGSFTS
�m .,-� b II r_ k ly �-�9111 ��L'J f�-'i�- ;i,T --Ir„IU� HE
ARCHITECT AND MAERTY Y NOT
[Min,+ �.�7�I-=J11 I •Tr "�"'� T b ' rl� BE REPRODUCED.
Ilfl,r .-IIP- '1
b'8' ���� bu 'bP1 CONTRACTOR TO VERIFY
DIMENSIONS AND NOTIFY
ARCHITECT OF ANY
VARIATIONS.
WRITTEN DIMENSIONS HAVE
PRECEDENCE OVER SCALED
DIMENSIONS.
3 4"GONGRETE WALK ON 3 D E TA I L ® HDC CURB CUT RAMP
D E T 4 I L S3 ENGINEERED FILL COMPACTED
a S3 SCALE: 3/4' 1'-0" a
TO g5�AND 3"LEVELING COURSE � Q o a-CONCRETE SIDEWALIG /� � � a -
S3 SCALE: 3/4' I'-0' ��E T�I L 2 ® HDC CURB CUT RAMP
S3 SCALE: NTS Z a W
L7 L 0 0
IO" d N
STATE OFIDAHO APPROVED n
"HANDICAP"516NA61E Q L L Z O
2'-0'
CYO m Q J ¢
c
b I'b 2-1/2"ASPHALT,TO CITY OF TWIN
R ACCESS BLE STATE OF 551BLDAHO APPROVED FALLS PARKING LOT DESIGN \ C 0#„R I"BATTER "VAN ACCESSIBLE'S16NAGE 5PEGIFIGATION5 O
N K
I —�-. / W
2„R R Q
Q G a 4„OF G„MINUS CRUSHED I�"0(MIN)STEEL PIPE FACTORY �� >c�/` T >s j
ti er --��T -��+ S BASE COURSE(g5SK COMP MIN)
)
PRIMED AND FIELD PAINTED
Rv r 6"1�"PIT RUN SUB BASE GOURSE
a • - T' fc-L uT1 ilil,�� i`T to �T (g5%GOMP.MIN)
n n
-- w 45%GOMPAGTED 5UB6RADE
COMPACTED�q"OR I�'GRAVEL i f
BASE TO BOTTOM OF STREET
z 5EGTION(SEE NOTES)
— —1'-0 0 x 2-0'(MIN)50NOlUBE O
l- --
N � �
- - o U
4 DETAIL TYPICAL CURB i r%UTTER 0„ vai
s3 NTS �DET /4 IL N f-! m F}ANDICAP SICsNS 5 D E T 4 I L w ASPHALT
S3 SCALE: 3/4' I'-0' S3 SCALE: NTS w V)
> z
JQ
O am
LIP OF GURB d GUTTER w U
INLET GRATE. PAVED ROADWAY CULTEG 410 FILTER N
GUTTER DEPRE55 0.10 FT 40MANHOLE FABRIC,TO SEPARATE J
TOP BACK LINE BTM PAVEMENT
OF CURB MODIFIED AS GREASE CRUSHED FROM WASHED w LL
12"a PVC, AND 50LID5 TRAP, SECTION STONE z z
TO INFILTRATOR (4 EA)GULTEG SEE DETAIL H
REGHARGER MODEL 330 ¢ 3
INFILTRATOR INLET GRATE AND FRAME CAST a� x - ~
--------------- ------- ------- = UNIT5=25'TOTAL :' IN GUTTER Y �r:�Yr� r° u }._> . w w
z \,A
12"H520 Ua - s ✓ .� ry 0 a z ¢
30,
� E SLOPE INFILTRATOR Q CT�I` C SITE CONCRETE DETAILS
INFILTRATOR I-I/2" 2"
N � NATURAL -`�;;?. �„� WASHED DRAIN
r
GRANULAR "A b„ ROCK LICENSED
MATERIAL ARCHITECT
GAP ITO PVC, Ak2700
TO FUTURE �6'WASHED FUTURE A GULTEG MODEL 350 b°TYP
INFILTRATOR 4 GRAVEL EXTEN5ION(5)
WHEN REO'D 12"PLAN vIEW INFILTRATOR I PVC To NFILTRATIGHARC7IOON 5TRIPOL'r TUR ENE SECTION A-A
SECURE PIPE TO 12"OPENING W/
WALL W/55 STRAP FLEXIBLE SEAL,TYP. NTS NTS
AND HARDWARE, IARRETrm R GR
TYR 'a 1 S"
STANDARD 48"0 PRECAST STATE OF IDAHO
120 PVC MH NU INTEGRAL BASE DETAIL
INFILTRATOR BEDS
PIPE,TYP. S3 SCALE: NTS S E�#
S3-SITECONC
DATE: DEC 08
#:
General Design Criteria Structural Framing Lumber and Plywood Sheathing PROJECT 0820
Wood Framed Shear Walls BC0820
Solid Sewn Lumber: DRAWN BY:
RAIG
Structural design to accordance with the International Building Code 2006 edition. 2" - 4" thick lumber: CHECKED: B-CRAIG
g g I. WHERE PLYWOOD PANEL5 ARE APPLIED ON 130TH FACE5 OF WALL,PLYWOOD PANEL JOINT5 REVISIONS:
2" - 4" wide: Standard d Better Douglas Fir Larch
Design Loads: except stud grade for studs less than 10' SHALL OGGUR AT 3x OR THIGKER FRAMING,I1,16LUDIN6 BLOGKIN6,AND NAIL5 ON FA.SIDE OF
Roof Snow Load 25 psf 5 and wider: No.2 and Better Douglas Fir -Larch. THE E06E SHALL BE 5TA66ERED.
Roof Dead Load 12 psf 5" and thicker lumber: No. I Douglas Fir Larch.
2. THE MINIMUM ED6E DISTANCE FOR NAIL5 IN THE REGEIVIN6 MEMBER5 AND THE PLYWOOD SHALL
-
2nd and 3rd Floor BE I"FOR 2"NOMINAL REGEIVIN6 MEMBER5 AND�"FOR 3"NOMINAL REGEIVIN6 MEMBER5.
Live Load '75 psf -Offices Structural Glued Laminated Timber(Gluelom).80 psf Corridors Flo = 2400 si 3. THE HOLDDOWN ANCHOR IS IN ADDITION TO THE SILL ANCHOR BOLTS.
- p
Dead Load 12 p5F Fv = Igo psi 4. NO PANEL WIDTH LE55 THAN 12"5HALL BE U5ED.
E = IAE *6 psi 5. PLYWOOD MAY BE INSTALLED VERTICAL OR HORIZONTAL.
Wind qo mph -Exposure G Fc (perpendicular to rain) = 650 psi C2008 BY BALTEUS DESIGN
p p p g p GROUP, BARRETT SKIVER
Fc parallel to grain) = I650 psi b. SHEAR WALLS MORE THAN ONE VERTICAL PANEL IN HEIGHT SHALL HAVE EITHER VERTICAL OR CRAIGi THESE DRAWINGS
Seismic Design Category G HORIZONTAL 5TA66ERED SPLIGED JOINT5,AT GONTIW6 HORIZONATAL JOINTS THE BLOGKIN6 ARE THE PROPERTY OF THE
5011 Bearing Gapacity; 1500 psf (Minimum Assumed) Laminated Veneer Lumber(LVL) SHALL BE 3X AND
D.MAY NOT
Flo = 2600 psi BE
Fv = 2q5 p5i T. SHEAR WALL 5HEATHIN6 AND NAILING PATTERN TO BE CONTINUOUS ABOVE AND BELOW OPENING CONTRACTOR TO VERIFY
General: E = IAE *6 psi DIMENSIONS AND NOTIFY
U.N.O.. ARCHITECT OF ANY
All workmanship and materials shall conform to the requirements of the International Building Code Fc (perpendicular to grain,parallel to glue lines) _ -i50 p51 VARIATIONS.
2006 addition. Fc (parallel to grain) = 2310 psi 8. 6RADE EXP05URE I COX( ).
WRITTEN DIMENSIONS HAVE
PRECEDENCE
Parallel Strand Lumber(P5L) q. 2xb WALL5 5TUD5 AT lb"O.G.TYPIGAL,U.N.O.. DIMENSIONS.OVER SCALED
Shop drawings For all structural components,Including but not limited to pre-engineered roof Fb = 2g00 psi 10.NAIL5 IN P.T.WOOD SHALL BE 5TAINLE55 STEEL,HOT DIPPED 6ALVANIZED,SILICON BRONZE,OR
trusses,structural insulated floor,wall or roof panels,structural steel members,pre-cast Fv = 2qO psi
or pre-stressed concrete members,etc. shall be submitted to the Architect of record for review E = 2.OE 6 p si CAPPER.
prior to construction. Review bI�the Architect of record is for purposes of coordination with Fc (perpendicular to grain, arallel to wide faces of strands) = 650 psi
other buildin component's and For general conformance to the structural drawings. Review does Fc ((parallel to grain) = 2q po psf Wood Framed Shear Detail
not indicate that the shop drawings are correct or complete. Responsibility for correctness a Q a
shall rest with the contractor. Any engineering provided by others shall bear the seal of an Laminated Strand Lumber(1-50 t7 p P w
appropriatelu registered engineer.Ballteus Design Group, Is not responsible for the adequacy of Flo = 2425 psi (1100 psi for IAE rim board material)
engineering dI I ns performed by others. One copy of each submittal shall be retained for Fv = 400 psi Z bri •� o CO
Ba teus Design Groups records. E = 1.6E *6 psi (1.3E *6 psi for 1.3E rim board material) DOSLE TOP PL.SPLICE l7 L m N
p �n
Fc (perpendicular to grain,parallel to wideAT MIDPOINTS OF EACH
faces of strands) = 525 psi uj «+
Foundation /Concrete Slabs: Fc (parallel to grain) = 2150 psi (1400 psi For 1.3E rim board material). zz� TOP PLATE C V
Footings shall be placed on undisturbed existing soli or compacted granular back fill Manufactured Plywood Web Joists:
placed In accordance with the geotechnlcal report for the project. See plan for sizes and spacings. u a
All Installation per manufacture's specifications H Q
Contractor shall notify geotechnlcal engineer if clay soil or ground water are N
encountered during excavation. Manufactured Open-Web Wood-Flange Joists:
See plan for sizes and spacings. DOOR OR WINDOW HOR �� O1
For bearing partially on soil and partially on rock,provide minimum 6" sand cushion all installation,bridging,struct:bracing,and erection bracing per N L 3 p°D
between rock and bottom of footing. manufactures specil'ications. 5T22 ea z 0
Footing excavations shall be clean and free of loose debris,standing water or Manufactured Open-Web Wood-Flange Floor Joists: 2XBLK'&aSTRAP m m 0 :3 e
uncompacted material at time of concrete placement. See plan for sizes and spacings. N L E.N. F
all installation,bridging,struct.-brocing,and erection bracing per
e
Contractor to provide Compaction Testing of all underslab fill and bearing for footings. manufacturs specifications. ST22 WHERE NBNOOW ` ; O p
Provide test results to Owner,Architect and local Building Official. w SILL OCCURS w W
Main Roof Sheathing: 20 Gauge 1.5" B deck. 2x JOINT Bi E"G-Fur
Concrete Fc = 5000 psi for foundations Attach to roof Joists with 5/8"puddle welds,36/4 pattern OR 2x FIRE E3LK's FOR
4000 psi for floor. 10#TEK screws at 12"o.c.at all 51delop5. ALL HORIZ.JOINTS.
Reinforcing Steel: Conform to the requirements of A5TMA6 B (3x%K'6 PtERE 3x
Cn
Grade 6 of = 60 psi)deformed bars for#4 or larger bars. Entry Roof Sheathing: 5/6"(nominal) 05B or GD-X STUDS ARE F�Oq)
Minimum APA 40/20 span rating - STUD ANcHOR5 A5 RE V
Minimum coverage = 3""cast a alnst earth. Minimum panel width = 12" P.L.}'X3'X3'WASHE-R5(TYP)
g 9 Minimum panel length = 3 spans AT ALL SILL BOLT5,TYP. 2X SILL FL.(3X 5ILL
1.5 formed HOLDOWN AWHORS,RE:PLAN PL W/3x 5TUD5 As
Minimum lap splices = no.4 -- 15" u.n.o. 2-inch nominal blocking required at all sheathing panel edges. REOV)SILL 1301-1I145
no.5 -- 18" u.n.o. Nall sheathing panels all for edges with IOd nails at 4"o.c.
field nail wlth 10d nails a 12" o.c. O
All reinforcing shall be tied or otherwise held in place to prevent movement
during concrete placement. Mezzanine Floor Sheathing: 1-1/8" tongue and Groove Sheathing,24" span r
rating or better. Structural Steel
Anchor Bolts: A5TM A307 Minimum panel width 24" d
Size and spacing per plan Minimum panel length = 3 spans Structural steel shall conform to A5TM A52q Grade 50(Fy = 50 ksU unless otherwise noted except; O 1
Provide additional anchor bolts not more than 12" and not less than Glued and Screwed Square and Rectangular structural steel tubing shall conform to A5TM A500, LU
4-1/2" from the ends of all still plates. Screw y =s at 6"o.c. edges Grade B(F 46 kst) V U
12" o.c.field <
Provide minimum(2)anchor bolts per sill plates or wall segments. n,
All framing Wallin shall meet the minimum requirements of IBC Table 2304.q.1 Steel pipe columns shall conform to A5TM A53 Type E or 5,Grade B(Fy =35 ksi) Ln {s.
Unless noted otherwise (u.n.o.) embedded bolts shall be placed prior to any concrete 9 9 q wj
N
placement.,and shall be held In place Nth templates or other suitable means to All nails specified by penngNaIght. In these notes,on the plans and in all Bolts for structural steel: A5TM A325 unless otherwise noted.
to prevent movement during concrete piacement. schedules are common nails unless otherwise noted. Unless noted otherwise on plans,all bolted connections are bearing type connections with threads
Provide divider marks ® 4'-O"o.c.for sidewalk not excluded from shear plans.s and expansion joints ® 20'-O"o.c.. All framing hardwore shall be full nailed or bolted. Except where specifically shown on plans,all holes for bolts shall be.standard holes: holeLU
Any exposed steel (lintels,bollards,etc.) shall be factory primed and field painted. Bolts: ASTM A307 unless noted otherwise. diameter not more than FlI6" larger than nominal bolt size(not more than 1/5" larger for anchor bolts). F
Where oversize or slotted holes are detailed on the plans,provide hardened washers. o
All concrete to comply with AGI 301 4 AGI 318 standards. Provide washers at all bolt heads and nuts. p p - O xQ
6rout beneath column bases plates shall be minimum 5000 psi,non-shrink,flow able grout or dryy-pack. V in
Masonru Wood Framed Shear Walls Install grout under column base plates after column has been plumbed but prior to floor or rooF V
Level I Special Inspection is required per IBG Table 1-104.5.1 Installation. Grout depth shall be sufficient to allow placement wlthout voids. LU
All materials shall conform to the applicable standards of quality specified In chapter All steel Fabrication and erection shall conform to the current edition of AISG"Specification for the p
21 of the International Building Code,2006 ed. SILL PLATE ANGHORA6E Design,Fabrication and Erection of Structural Steel for Buildings." w z
MARK PLYWOOD NAIL E.N. ALLOWABLE g"k 12"HEADED 60 NAIL5 REMARKS Z
Fm = 1500 psi. THICKNESS 51ZF 5PAGIN6 SHEAR ANGHOR 5PAGIN6 5PAGIN6 Light-gauge Steel
Concrete masonry units: Minimum net area compressive strength = 1500 psi. O " 8D 6" 260#/FT 48"O.G. (2)AT 12"O.G. Carbon sheet steel must meat the requirements of A5TM A570: o
Grade 50 ksl for 12 qau e p Q o
Mortar : Type M or 5 per ASTM G210 O Grade 5q ksi or Grade 33 ksi for 14 and 16 gauge a z Q
81) 4" 380#/FT 32"O.G. (2)AT 8"O.G. Grade 33 ksi for 16 gauge or lighter members.
Grout: 2000 psi minimum compressive strength
Structural members must be designed in accordance with AI51 "Specification for the Design of
Reinforcing Steel: conform to the requirements of A5TM 65 O 8D 3" 4qO#/FT 32"O.G. (2)AT 8"O. ,G g pp STRUCTURAL NOTES
Gold-Formed Steel Structural Members" Iqqb edition including Supplement No.I.
Grade 60(fy = 60 ksi) deformed bars for#4 or larger bars.
Grade 40(fy -40 ksi) deformed bars permitted for #5 pO Ox 5TUD5) SD 2" (240#/FT 24"O.G. (2)AT b"O.G. A Locate Joists directly over bearing studs or headers.
and smaller u.n.o.. Provide web sttfFeners of bearing points and at locations of concentrated loads from above.
Vertical Reinforcing: #5 typical at walls. Spacing varies -see plan. O 80 4" 160 It/FT 16"O.G. (2)AT 4"O.G. B 8 G Provide blocking For Joists not otherwise restrained from rotation.
(4) #6 ® pilasters. Studs shall be plumbed securely attached to flanges of both upper and lower runners. ISTATEOCIII'I'A..
One #5 required each building corner and at each side F Ox 5TUD5) 8D 3" q60#/FT lb"O.G. (2)AT 4"O.G. B d G AR
of all openings. O Runners shall be securely attached to the supporting structure.
Horizontal Reinforcing" (2) #4 at bond beams a 4'-0" o.c. BOTH 51DE5 8D 2" 1280#/FT 12"O.G. (2)A 4"O.G. B t G Abutting lengths of runner shall be securely attached to a common structural element or shall be butt-
welded or spliced.
Reinforcing shall be secured against displacement withpositioners spaced not more REMARKS
than 200 bar diameters on center. Studs not laterally braced with sheathing shall be laterally braced with horizontal straps or cold-rolled
chonne 15.
All construction shall conform to the provisions of chapter 21 of the International (A) 3X SILL PL15,3X 5LK'6 d 3X 5TUD5 AT ADJOINING PANEL EDOE5.Building Code,2006 ed. (13) 3X SILL PL'S,(2)3Xb TOP PLS,4X BLK'6 d 4X 5TUD5 AT ADJOINING PANEL EDGE 3 3X INT.STUDS. Bracing shall conform to section D3 of the AI51 Specification.
Unless noted otherwise (G) SHEATHING ON BOTH SIDES OF WALL.(u.n.o) embedded bolts shall be placed prior to any grout Maintain temporary bracing at all bearing wall studs until the permanent bracing system is completed.
placement.,and shall be held in place with templates or other suitable means to SHEET#
to prevent movement during grouting. Splices in axially loaded studs are not permitted.
i-STRU CTN OTE
DATE: DEC 08
1� I 22'-0" 25'-4" 14'-8" PROTECTM 0820
�EHI I SCt'-t pl.IL II DRAWN BY: B-CRAIG
2'-0" 23'-4" 2'-0' 10'-4° 2'-0" 4„ 4 ;� CHECKED: B•CRAIG
(2)2x8's W/�'PLYWOOD GLUED 8 NAILED 2-0 6 0" 2-0" rl
REVISIONS:
ii
FOR HEADER(TYP®PONY WALL5) I'- rr
01"-0' Olb A 4 I —— — —__ J I v
❑B 3 i"X9}"PARALAM HEADER Q Q ■ 3 m I,
I _ �
--- --- ----------- —J — — — — — — 4'-0 I
❑G 3�"XI I�"PARALAM BEAM(TYP) 10 = _ _ _ — _ _ _ _ _ _ _ —— __J I I 1171,
I I I Q n
POST SCNEIDULE Q 3'b' 4 II'0" 3'b" Q 41 4'-O" I 1 I I B 1 I I
-O l,_b, -0' b„ I I 1 `r
� I I SIM 6 02006 BY BALTEUS DESIGN
O4x6 PARALAM P05T W/51MP50N G564 A I I I I I I I I GROUP(BARRETT SKIVER
I I I I CRAIGj THESE DRAWINGS
P05T BA5E d GG64 P05T GAP 1 4 I I I I THE HESEROP R AWI THE
Q Q ■ ■ ■ Q Q 2 I I I I I 3 ARCHITECT AND MAY NOT
bxb PARALAM P05T W/51MP50N GBbb r+ 8'0' 3 I I I I I I
3 BE REPRODUCED.
J a_L_
POSTBASEdGG64PO5TGAP — _-- ------ -- — — — — -- — — — — — — — —�—�—1 -------- — — I CONTRACTORTO
I I I I I
---------'- VERIFY
O bxb PARALAM P05T W/51MP50N Br,b0 10 I DIMENSIONSARCHITECT AND NOTIFY
3 P05T 5A5E(FRAMED IN HALL) 4 Q Fl,
— — —— — — — — — —— — — — — —T— — — —1 — — — — —� — — I — I I q VARIATIONS.
SIMPSON NOLpOUJNS SIM `r I A 1 1 I I A I 11 I PRECEDENCES OVER SCALEDE1 1 I I I I I I I I
_ I DIMENSIONS.
❑i 5IMP50NBOLT 5HO��Y5TEM W/55TBIb 5114 I 1 I I 1 I I I I I I I I I 1 I I
5HEARWALL TYPE PER 5CHEDULE 5HEET#I, 2 I I I I I I
A (APPLIES TO ENTIRE WALL LINE) Q 3 I 1. 1001-01
A I I� I I I 1 — I I I I I I 1 I I I I I I I I I I m Q b
I I I I I II I V NN
5'-4" 2'-0" 8'8" 2'-0" 18'-0' 2'-0" 11
I 1 1 1 I 1 I I I I I I I I I z bA
4'-0" B 51M I I 3 I i I 1 1 12 12 I I I I I I I V cp N$
�uw II 11 I I I I I I A 4 A 4 1 4 A
r — 4 r — 2 B D — — I I 3 I If — I 1 L, V C a
L-- —r -- —t —r — —T) IL�— — — — — -- — — —I 1 6 �.•�� A
— — `� >-- — — — -- — — -- — — — -- — -- — — — — — 17771
I 1t.t lI I L _ I L — — L — — 2I'-A" I L J
v I I I I
I I I I I I I I I I I I I I I I I I 6 I I I I I I I II I J W
I GROUNDING BAR(IN FOOTING) ¢ v O
3 I f I I I 1 I I I I I I I en
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I STUB UP THROUGH FOUNDATION m
I I z x
d? I 1 I I I I I I SIM I I I I I 1 1 I I I I I I WALL FOR ELECTRICAL 5VG. 1 �; m Q =a
_ I 1 I I I 1 I (20'-0'MIN LENGTH)(VERIFY I I I — 5 r
A I 1 I I I I I I 1 LOCATION W/ELECTRICIAN) 1 i I q O O
51M I I I I I I I I I I I I I I I I II 1/8"TJI/210's®Ib"O.G. I I I I I I I I I 1 a W
I L11
3 I
4 cv IiIII �IiI1 III1I--IIII --IIIIII —IIII—— 1I1--IIIII--IIII --IIII——IIII-- II R—N— —3 —I— I--A II--AI1 --�III— II— IIII— IIII —IIII —IIIII— IIIII—Y� I III1—I(II —1II)IIIII♦—_-6 IIII—3—IIII— III--IIIII --IIIII——---3�--TII---�II --—�II—�III--�III—--�II ——I1II--III—I--I--I—
—--�I J--I
1I II
---—r--------- I 1
-------B—r--8 s---—I-------I— -- — 1—a--I— —4—� ----
4 i I SI —II-----
—iII
1IAME OPENINGS FOR MEGH TO 4201V 1I
I1
I1IIIII
SS3IIM
A
D MAINTENANCE TYPIGA — — -3'-Ox3'-0 GRAWL5PAGE AGGE55 W/ -- —
ACCE55 DOOR,5EE DETAIL 9/4
(51MILIAR),FIELD VERIFY LOCATION4 M mQ � OU^U OWNER UP
— — —
A ----- — LH-L-J— 4 ,I T ,11�1_71T
q 1
9
m I II I I I I I l l l l II 1 1 1 1 1 1 1 1 1 1 1 I II I I I I I I I I I I I I I I I I I I 3 F Z
N 1 II I I I I I I I I I 1 I I O
I I I I I IST R N
I I I S O E/ i STQR¢1Cs / I I E IHAIIIIC L — r l o
IMEFHPNI A4 I I EC(HA�I ill C L I I I I I I I rn V
I I I I 1 1 I I I 3 1 I I I I I I 1 1 G I I 2 1 G 1 2 1 1 G G I I G 2 I I G I I 3 O <
I � r— —� r r Its �j ttJ "gam
�_ I —r—r'1— _I 1 I I i i 1 1 1 1 * I I I xl I A a F
— — I I I I I I I I I I I Rr�
51M1 I -J L_ _J L_ _J L_ _� L_ J L_ _J A N
1 1 43
A I P 4'-b" I I q'-T" I 10'-0"I I I y(
3 I I I I I I I I I I 1 I I I I I I I I SIMf I i I I I I I I I I I I I I I i I I I I I I I I I 5 I I I 1 I 151M p Q �
I 1 I I 3 A FP.® BASEMENT TYP OF(T) 13
I
N I I I I 1 I I I I I I 1 I I I I I I 1 I I I 1 I I I I I I N FrciFNo/BASEMENT PLAN
II I I I I I I I I I I I I I I I I� I 1 1 I I I 11 1 1 1 I I I I I I I I i l I 1 1 i 1 1 1 1 1 1 1
1 �IiLL]
i
I
CL
— -- — I LICENSED
— — -- — ARCHITECT
— — -- -- — — — — CHTTE.
-- — ----- ---------------- -------L — — — --- —
13 — -- ------ -- — ---------- ---- -------------- -- — ----- ---- — -------
B I b x8"xlb'GALVANIZED FOUNDATION 10 b'S" 5'7" 14'0"
3 VENT W/NELL(TYPIGAL OF(10) 4'-b' IQ'b" 3'-II" 19'6" IQ'-
4'-0'.
33'-0" bl'-0° BARRETFSKIVERCMIG
I00'-01' 121s Iw
STATE OF IDAHO
3 9 3
3 FTIS/FNp/5,45EMENT PLAN Z TYP 3 SHEET#
A SCALE: 1/4" = 1'-0' 2
2•FTGFND
"GYPBD OIL U•S. "0513 EXT SHEATHING (NAILED '�— "GYPBD OVEp U•� DATE: DEC 08
2x6'S(D.F.#2 OR BETTER)® �"GYPBD OVER VAPOR� FOR SHEAR)NV 15#FELT OR
2xb R.W.OR P.T.SILL PLATE PU PROJECT#: 0820
2x6 R.W.OR P.T.SILL PLATE W/ APPROVED BUILDING WRAP SILL SEAL d j"mx 10"A.B.(W/ DRAWN BY: BCRAIG
6 OG.W/OR INSULATION d 2xb R.W.OR P.T.SILL PLATE W/
2x6's(D.F.#2 OR BETTER)® SILL SEAL d�"mx ID'R.B.(W/ b MIL.VAPOR BARRIER WASHER]®4'-0"O.G.d 12"FROM
16"O.G.W/R-Iq INSULATION d WASHER)®4'-0"O.G.d 12"FROM 51LL SEAL d�"mx 10"A.B.(W/ LIFETIME SIDING CHECKED: BCRAIG
6 MIL.VAPOR BARRIER EA.END(MIN.SEE 5HEAR 5GHED. WASHER)®4'-0"O.G.d 12"FROM EA.END(MIN.SEE SHEAR SGHED. REVISIONS:
�"OSB EXT SHEATHING (NAILED 2x6'S OF.#2 OR BETTER)® SHEET I)
j"05B EXT 5HEATHIN6 (NAILED SHEET 1) FOR SHEAR)W/I5#FELT EA.END(MIN.5EE SHEAR 56HED. I6"O.G.W/R-Iq INSULATION d Td6 APA RATED SHEATHING,
SHEET 1) b MIL.VAPOR BARRIER
FOR SHEAR)W/I5#FELT OR BRICK TIES®24"O.G.E.W. GLUED AND NAILED
APPROVED BUILDING WRAP "T46 APA RATED SHEATHING, Jq"TSG APA RATED SHEATHING, GALVANIZED'Z"FLASHING W/ F.F.
GLUED AND NAILED BRICK VENEER W/I"AIRSPACE GLUED AND NAILED SEALANT = 0 100-0�
LIFETIME SIDING F•F• F•F• Z
----- ®100TO ---- ®100 O
s
GALVANIZED"Z"FLASHING W/ Z R-Iq INSULATION,(ENTIRE FLOOR) FLASHING Z I R-Iq INSULATION,(ENTIRE FLOOR)
SEALANT a' 4' ' 51MP50N HIT JOIST HANGER �zooe By BALrEus DESIGN
SIMPSON HIT JOIST HANGER WEEP HOLES®48"O.G. i GROUP,IBARRETT SKIVER
_ AND FILLER BLOCKS(TYP) z AND FILLER BLOCKS(TYP) IH='a�i—1 JTI= CRAIGJ YHESE DRAWINGS
I :F 1{!-. IIiI—III �0i" i4 :Illii "{ ARE THE PROPERTY OF THE
J -1 ARCHITECT AND MAY NOT
If—1 Q r�I r 11 J'TJI/210's®16"O.G. 4"BRICK LEDGE"-ERE—,, ¢„ I II�"TJI/210'5®16"O.G. Flit=I'!I 111 (2)LAYERS�"FIREGODE GORE BE REPRODUCED.
11iv IT I� II, OCCURS) 3111��IL4 I'il I, 1. - llll —'� � GYPBD CONTRACTOR TO VERIFY
CONCRETE FOUNTATION WALL 10 MIL.VAPOR BARRIER,RUN. P 11 Tl l .) 10 MIL.VAPOR BARRIER,RUN, ;Ia�1(I�' ° DIMENSIONS AND NOTIFY
({ II{{=r -III OVER FOOTING AND UP FND. CONCRETE FOUNTATION WALL OVER FOOTING AND UP FND. ARCHITECT
Aw TIaNOFANY
W/#4 REBAR®IE O.G.,CONT. _ ..._ ._.. �' I '
HORIZ.d(U#4 REBAR VERT. I r WALL,SEAL TO WALL S.
W/#4 REBAR®I6"O.G.,GONT. 1L la,l., °.a WALL,SEAL TO WALL CONCRETE FOUNTATION WALL WRITTEN DIMENSIONS HAVE
�I HORIZ.d(I)#4 REBAR VERT. W/#4 RE13AR®Ib"O.G.,GONT. ,�IL� ill.-�1 n PRECEDENCE OVER SCALED
®24'O.G.,ALT.BENDS(TIE TO o T, ���I as r I ,(( i111. DIMENSIONS.
STEEL IN FOOTING) {(�0111 {•{ ®24"O.G.,ALT.BENDS(TIE TO w- Ili l-3'I HORIZ.d(I)#4 REBAR VERT. L liiF .I
STEEL IN FOOTING) ( ' r "` ®24"OG.,ALT.BEND5(TIE TO
COMPACTED UNDISTURBED 501E 1liJ COMPACTED UNDISTURBED 501L TI 1L1
�' 1 d I l OR COMPACTED ENGINEERED 1 1 OR GOMPAGTED ENGINEERED STEEL IN FOOTING) 1 I f I u 11 2x2 R.N.OR P.T.FURRING STRIPS
CONCRETE FOOTING W/(3) b 6' b CONCRETE
FOOTING K/(3) 6 6 b F
#4 HORIZONTAL REBAR GONE FILL TO q5% FILL TO q5% Q o a
Q ®Ib"O.G.Wl I�"FOAM INSULATION,
V. .AND 5g"GYPBD(TO BE INSTALLED °�B ¢ d
DET 4 f L r� :a'llIlij f- AS TENANT IMPROVEMENTS ARE C7 en co
CTYP.WALL) 2 D E I A�L (TYP.BRICK VENEER WALL) M
L� z .
BITUMIN�15 WATER PROOFING !' �'� !' COMPLETED). �7 L N N
3 SCALE: 3/4' 1'-0" 3 SCALE: 3/4' 1'-0'
EXPANSION JOINT W/SEALANT C(� � �
4"CONCRETE SLAB W/FIBER > a
SOLID BLOCKING REG. idd, REINFORCING d 10 MIL.V.B.ON q5% LW
lam' COMPACTED ENGINEERED FILL d 3"
"TdG APA RATED SHEATING bxb PARALLAM P05T I�i II GRAVEL LEVELING COURSEco
GLUED AND NAILED 61 i, O
R-19 INSULATION,ENTIRE FLOOR I��iV F.F.@ m pip Q ?a
F.F.® :I - ql'IT. F o
4�,-0„ --- ---_---._ 51MP50N GB-66 P05T p
4"CONCRETE SLAB tW FIBER
RBNF_ CONCRETE FOOTING W/(3) 'III--III 1= � O f
II�'TJI/210'5®Ib"O.G. EN6INEEREID FILL 45 3GOMPTED - BASE W/(2)sg"THRU BOLTS #4 HORIZONTAL REBAR GONE 1i1 p L` IAI I,1i(I ^O
LEVELING COURSE w
2x4'9 STANDARD OR F.F.@ - -
_ BETTER®16"O.G. ql'15q" COMPACTED UNDISTURBED 501L
HOLD BACK VAPOR BARRIER
OR COMPAGTED ENGINEERED 2'-O"
ri ,! d I i� , ! FILL TO q5%
FROM WOOD(TYPICAL) I[L- I I' 'l l ll, o
0 10 MIL.VAPOR 2x4 R.W.OR P.T.SILL PLATE iI 1'11 13 D I �L g BASEMENT FOOTINGS
2,� �2" i� �
Lu BARRIER WI/}"mx 10"A.B.(W/WA5HER)® [Ilr lii ' Ili II II SCALE: 3/4" P-0'
4'-0'O.G.,d 12'FROM EACH END
G I'-6"x8'GONT.CONCRETE GONG.FOOTING W/(4)#4 O
-0°
FOOTING ON COMPACTED HORIZ.RE13AR E.W. 3
—..
"T46 APA RATED SHEATHING,
(I— D--'!!I e '-I{I' UNDISTURBED SOIL,OR q5%
- COMPACTED ENGINEERED COMPACTED UNDISTURBED 501E GLUED AND NAILED -- _-
_ F.F.
COMPACTED UNDISTURBED SOIL I b" I II FILL OR COMPACTED ENGINEERED ®100 OGG� Lu
OR COMPACTED ENGINEERED
FILL TO 45% V v
FILL TO q5% �- (2)#4 HORIZONTAL REBAR GONE 2xb R.W.OR P.T.51LL PLATE W/
N
4 I L ® TYPICAL PONY WALL �� / SILL SEAL d "Q�x 10"A.B.(W/ W W �/
( 5 1®E TA I L 1'-0' THICKENED FOOTINGS WASHER)®4'-0'O.G.It 12"FROM �y
3 SCALE: 3/4'= I'-0' EA.END
3 SCALE: 3/4' F-0" cu
10 MIL.VAPOR BARRIER,RUN. (2)LAYERS�"FIREGODE GORE 1P AND SEAL TO FND WALL GYPBD >
° 51MP50N HIT J015T HANGER O
"GYPBD bv61z V•t3• AND FILLER BLOCKS(T(P) O
U u o
BG-60 P05T BASE
bxb PARALLAM POST(FRAMED IN WALL) CONCRETE FOUNTATION WALL IuW/#4 REBAR®I6"O.C„CONT.
2xb RW OR P.T.SILL PLATE W/ 2X4's(STAND.OR BETTER) I�I�� 3 O LL
2xb'S(D.F.#2 OR BETTER)® SILL SEAL d�"mx 10"A.B.(W/ HORIZ.d(U#4 REBAR VERT.
16"O.G.W/R-Iq INSULATION d ®16"O.G. Z ui
WASHER)®4'-0"O.G.d 12"FROM �"GYPBD — ®24"O.G.,ALT.BENDS(TIE TO Ij( { Q
6 MIL.VAPOR BARRIER(BEYOND) STEEL IN FOOTING) f I 2x2 R.W.OR P.T.WRRIN6 51RIP5
EA.END(MIN.SEE SHEAR SGHED. Q n I ®16'O.G.W/I}"FOAM INSULATION,
05B EXT SHEATHING (NAILED SHEET 1) =--�.I�7IIIr
FOR SHEAR)W/I5#FELT OR 4"CONCRETE SLAB W/FIBER 2x4 R.W.OR P.T.SILL PLATE W/ .,jJ V.B.d sg"GYPBD(TO BE INSTALLED y
APPROVED BUILDING WRAP 'T46 APA RATED SHEATHING, REINFORCING ON q5%GOMPAGTED w _ AS TENANT IMPROVEMENTS ARE w
GLUED AND NAILED ENGINEERED FILL d 3"GRAVEL SILL SEAL d x 10"A.F.(W/ RI I-,' r COMPLETED). Q c
WASHER)®4'-0'O.G.d 12"FROM BITUMINOUS WATER PROOFING ff O
LIFETIME SIDING F.F. LEVELING COURSE1 f a Z Q
-—-—- ®TOOT EA.END `
GALVANIZED'Z"FLASHING W/ Z_ I� R-Iq INSULATION,(ENTIRE FLOOR) _ F•F_®� J)) I "EXPANSION JOINT K/SEALANT
a� 91 1 I11 I)
SEALANT SIMPSON HIT J015T HANGER 11 4"CONCRETE SLAB FIBER
f �Iil J IL- I AND FILLER BLOCKS(TYP) -. i-11 a . CONCRETE DETAILS
=� Ali=9iil�li�=111{l` II J"TJI/210'S®Ib'O.G. 111,II I i f J� REINFORCING d I MIL.V.B.FILL
q5%
=I1 COMPACTED ENGINEERED FILL d 3"
ill I'�I I=3 �I{II III I!I' GRAVEL LEVELING COURSE
CONCRETE FOUNTATION WALL ry 10 MIL.VAPOR BARRIER,RUN. Ilil _i{,1F= I +I.q" q'
W/#4 REBAR®Ib'OG.,GONT. II{l - Ii
.. OVER FOOTING AND UP FND. LICENSED
HORIZ.d(1)#4 RE13AR VERT. I ITEM�= WALL,SEAL TO WALL
I-6 COMPACTED UNDI5TURBED SOIL ( !1 F.F.® ARCHITECT
®24"O.G.,ALT.BENDS(TIE TO _ o b i i" GONG.FOOTING W/(3)#4 OR COMPACTED ENGINEERED =={,_ -—qI'1 AR•2780
5TEEL IN FOOTING) I)T i I HORIZ.REBAR HORIZ. FILL TO q5% GONGRETE FOOTING W/(3) L a
y _-' ° WALL FOOTING
r BE #4 HORIZONTAL REBAR GONT.
CONCRETE FOOTING W/(b) i' Ea
IIJ Ii1 �T
A• .•s•~ ,-r .)III WIRETi SKIVER CRAIG
#5 HORIZONTAL REBAR GONT. L _�I{ � I k I COMPACTED UNDISTURBED 501E
b" 1.4. OR GOMPAGTED ENGINEERED
a b" a" 121 S a3
FILL TO q5% COMPACTED UND15TUR13ED SOIL STATE OFIDAHO
4'-0' OR COMPACTED ENGINEERED
_ �
Z E TA I L THICKENED FOOTINGS FILL TO q5% I SHEET#
6 DETAIL (r IRDER TRUSS BEARING) 3 SCALE: 3/4' = P-0' g D E TA I L g BASEMENT FOOTIWG _
3 SCALE: 3/4" = P-0' (TYPICAL OF(2)) 3 SCALE: 3/4' = 1'-0"
3-CON
DATE: DEC 08
2x4's(STAND.OR BETTER)a PROJECT#: 0820
GYPBD V/YPoR P,kRPJEtL Ib"O.G. DRAWN BY: BCRAIG
BRICK VENEER PV V AIR SPAGE J"OSB EXT 5HEATHIN6 (NAILED CHECKED: BCRAIG
2xb R.W.OR P.T.51LL PLATE W/ FOR SHEAR)H115#FELT BRICK VENEER hV I"AIR SPACE 2x4's(STAND.OR BETTER)® REVISIONS:
Ib'O.G.
05BfXT SHEATHING (NAILED SILL SEAL 4 1"mx 10"A.B.(W/ BRICK TIES a 24"O.G.E.W. 4x4 PARALLAM P05T NV
FOR SHEAR)N 15#FELT OR WASHER)®4'-0"O.G.4 12"FROM FLA5HIN6 5IMP50N GB44 P05T BASE BRICK TIES®24"O.G.EA.
05B EXT SHEATHING MAILED
APPROVED BUILDING WRAP EA.END(MIN.SEE SHEAR SGHED. WEEP HOLES®48"O.G. + EXPANSION JOINT V-V SEALANT FOR SHEAR)N IS#FELT
LIFETIME SIDING SHEET I) SLOPES 1 � FLA5HING I
2xb's(D.F.#2 OR BETTER)® "T46 APA RATED SHEATHING, WEEP HOLE5®48"O.G. z .
Ib"O.G.NV R-11 INSULATION 4 6LUED AND NAILED
b MIL.VAPOR BARRIER FF 4'' a h
n
®Io0— fI,I ) �i ; II GROUP,(BARRETT SKIVERN
GALVANIZED'Z"FLASHING W/ _ .. — E
z �, , I11�1 �i.� �P' - =�11 z I CRAIG)7HESE DRAWINGS
II II- I 1 3 I" { „ A E ARE THE PROPERTY OF THE
�� II f III.-i(
SEALANT II "TJI/210's®Ib'O.G. �t11 IIbFi ° L� �1{r z e i I � ARCHITECT AND MAY NOT
, -. ((�, �_ �� >: p, QIt
BE REPRODUCED.
mi� CONTRACTOR TO VERIFY
4"CONCRETE WALK(W/FIBER DTI i 2'-0"x2'-0'd 3'b"x 3'-0"MIN. �` ( � DIMENSIONS AND NOTIFY
'Iji ..d 1,�ii' T PIER FT6 l^V#4 VERTICAL Q (� '""'"'"'"" _ L I ARCHITECT OF ANY
GALVANIZED WINDOW I^ELL R-Ig IN51JL.ENTIRE FLOOR REINFORCING)ON q5% -I 1 rt��-� �; 4, _ 2'8"x 2'b"x 3-0"MIN.BUMP VARIATIONS.
COMPACTED ENGINEERED FILL j �IT7 BARS®12"O.G.4#3 TIES® n J' �LI �� OUT FT6 W/(4)#4 VERTICAL WRITTEN DIMENSIONS HAVE
W/HINGED GRATE LID (2)LAYERS "FIREGODE GORE d 3"GRAVEL LEVELING COURSE 1' - 12"O.G. a PRECEDENCE OVER SCALED
GYPBD �' n�',r� li: (3)#4 HORIZ.REBAR E.W. COMPACTED UNDISTURBED SOIL _ = BARS®d#3 TIES®12"O.G. DIMENSIONS.
COMPACTED UNDISTURBED SOIL 2 0 x• OR GOMPAGTED ENGINEERED
(4#5 HORIZ.REBAR TIED TO ��(3)#4 HORIZ.REBAR E.W.
OR COMPACTED ENGINEERED 2 0 4 3'-b" FILL TO g5% 2 8"x 2'-b'
(2)#4 VERT.REBAR a EA.SIDE FILL TO q5% 5EE SHEET#2
OF OPENING LOCATIONS. Q o
10 DETAILDETAIL
2x8 RA.OR P.T."BUCK"FRAME � (g ENTRY PIERS) II C® BUMPOUTSJ l7
E FOR VINYL WINDOW 4 SCALE: 3/4' 1'-0' 4 SCALE: 3/4' 1'-0' Lz7 •� N N
4
� ' L
(2)#5 HORIZ.REBAR TIED TO V
(2)#4 VERT.REBAR®EA.51DE d
OF OPENING LOCATIONS. p� w
FILL}"JOINT W/FILLER FOR LV Vf �..i ~
I DIA,x 18"SMOOTH DONEI-5
WASHED GRAVEL ra "EXPANSION JOINT W/SEALANT ®24"O.G. EXPAN51ON AND CONTROL OF y n
4"CONCRETE SLAB NU FIBER 2'-b" 2'-b' ug SECTION 2'-6" 2'-b" •� �� 00
#4 43 24"O.G. b' `� 6 <E� v O
BITUMINOUS WATER PROOFING� , ;) m REINFORCING d 10 MIL.Y.B.ON q5% iv I"MIN. iv � � L x=
x r COMPACTED ENGINEERED FILL 4 3" m m Q
FREE DRAINING GRANULAR GRAVEL LEVELING COURSE " " w ...."" �#ABG 10#ABG FIRE:EXTINGUISHER
MATERIAL x S ,,,,,,,,,,,,,,,,,,,,,,,,, _
...,.....o.... \
O�
__F F•® "DIA.x b"SLE FILLED INDUCED CRACK FM L16HTED EXIT SIGN w
x ql'I CONSTRUCTION JOINT W/GREASE #4®24"O.G. SAUIED JOINT
°
CONCRETE FOOTING PV(3) EMER6ENGY L16HTIN6
_ - ,. _ + `b
#4 HORIZONTAL REBAR CONT. Q:�^I TYFICAL CONTROL JCINT`J
=. - _ =7T NTS
COMPACTED UNDISTURBED 501E 8 8" �8"
OR COMPACTED ENGINEERED
FILL TO 015% 2--0"
47'-0" 20'-0"
g D E TA I L ® TYP.BASEMENT WINOOLU 3'-0"x3'-0"CRAWLSPAGE
4 SCALE: 3/4' - I'-0' AGCE55,VERIFY LOCATION O
W/OWNER o O
UP V
3°7° U o-
0#AB�_3 2MIN to
Y Y LU
N 4'-6"
bxb PARALLAM P05T �+
4"CONCRETE SLAB W/FIBER >
"T46 APA RATED 5HEATIN6 REINFORGIN6 4 IO MIL.V.B.ON 95% v GLUED AND NAILED COMPACTED ENGINEERED FILL 4 3" ry O =
GRAVEL LEVELING COURSE
R-14 INSULATION,ENTIRE FLOOR FUTURE STORAGE/ FUTURE STORAGE/ t) / , c
MECHANICAL MECHANICAL V
`t FUTURE STORAGE/ vai !2
,p F.F. ® r'v — MECHANICAL 3 O LL
r F F ................ - -- -
t II TJI/210's®Ib"O.G. Z
z
10'-0" yr
2x4 PONYWALL(BEYOND) LU
IVI O Q Q
' HOLD BACK VAPOR BARRIER m °' z Q
10 MIL.VAPOR 2" ; 2, FROM WOOD(TYPICAL) Q
BARRIER _ �* '$ F•F•m
- '
GBbb 5D52 POST ANCHOR
w 91'- I ry
— CONCRETE DETAILS
N1(2)j"m THRU BOLTS D- CL
y 2x4 R.W.OR P.T.51LL PLATE n m
W/J"(Px 10"A.B.(W/WASHER)® TEMP TEMP TEMP — -
4'-0"O.G.,4 12"FROM EACH END — 3°3° 36 3°3" LICENSED
=t_i1—...a._ TI!,
ti- �.�.y� (BEYOND) ARCHITECT
m i -Tt1J)1c-,y "= GALVANIZED WINDOW WELL AR-veo
W/HINGED GRATF Arno
4'-0"xl'-4"CONCRETE PIER FOOTING 13 8'-IO" 10'-8" 12'-5" T'-I" 4'-II" 14'-8"
W/(5)#4 HORIZ.REBAR EA ON
COMPACTED UNDISTURBED 501L,OR 4'-b" Iq'-b"
q5%COMPACTED ENGINEERED FILL
67'-0° 1 B VER ARRETT Sg CRAIt;
DETAIL GIRDER TRUSS AUXILLARY BEARING heating
combustible in buildings shall be orderly and separated from beaten or l2Tswv
12 9c)Storage shall devices by distance
be aintained 2 shielding feet below the ce Img.cannot occur. STATE OF IDAHO
4 SCALE: 3/4' v 1'-0" 9d)Combustible storage shall not be stored in boiler rooms,mechanical rooms or
B A 6 E 1"1 E N T PLAN electrical equipment rooms. SHEET#
9e)Under Floor areas used for the storage of combustible material shall be protected on
z
the storage side m required for 1-bour fire resistive construction.Openings shall be
SCALE: I/4" a 1'-0' I,i tg SF
protected by assembles that are self closing and are of noncombustible construction or
solid wood construction not less than 1.75 inches in thickness.(IFC 315) 4-CONCD ET2
DATE: DEC 08
22'-0" 25-4" 14'-8` PROJECT a: 0820
DRAWN BY: B-CRAIG
WINDOW/DOOR SPECS 2'-0" 23'-4" z'o" 10'-4" 2'-0"
CHECKED: B-CRAIG
ALL WINDOWS TO HAVE LOW-E COATIN6 2'-0" 6'-01 2'-,O
REVISIONS:
B DUAL PANE(U-VALUE .34 MAX.) I'01"-O OP-0' A
ALL EXTERIOR DOORS TO BE INSULATED.
o — —
(SOLID DOOR U-VALUE .30 MAX.) Q Q p 10 n
(GLASS DOOR U-VALUE .34 MAXJ 4 4°4°
l�// 4 V-2" II'-4" 5'10 B A
1� =
E�
-0"1'-b'11-0' b" 51-0,1 51�n
GROUP BY BALTEUS DESIGN
(10#ABC 10#ABG FIRE EXTIN605HER 9 Q Q . ■ Q Q A GROUP, BARRETT SKIVER
CRAIG) HESE DRAWINGS
ARE THE PROPERTY OF THE
'.N ARCHITECT AND MAY NOT
LIGHTED EXIT 516N BE REPRODUCED.
CONTRACTOR TO VERIFY
EMER6ENGY LIGHTING b°9° DIMENSIONS AND NOTIFY
10#ABC b b 404 5'-0" ARCHITECTS. ANY
� VARIATIONS.
5HEARWALL TYPE PER SCHEDULE SHEET#I,(APPLIES WRITTEN DIMENSIONS HAVE
OA A DIMENSIONS.
� r � � PRECEDENCE OVER SCALED
TO ENTIRE WALL LINE) in °
A IC It ABC Q o a
9 Q m 0 Q dd
5-4- 2'-0" 5'-8" 2'-0" 18'-0" 2'-0" Q LEASE SPACE "G' °v Z bAED
v00
B 4'-4" 1. 4'-4" 4'-4" 8'-0" ll_5,1I 10#OAB(. 10# bxb PARALLAM P05T FOR 61RDER m t7 L w w
L
TRU55 HEARING COORDINATE AND ^ p V a s
B VERIFY W/TRU55 MANUFAGTURER a "
21-A" a
W
8°4e dOde 4°4► 4'-0" H u
bxb PARALLAM P05T FOR GIRDER J -v co
A bxb PARALLAM P05T FOR GIRDER TRU55 BEARIN6 COORDINATE AND bxb PARALLAM P05T FOR GIRDER
TRU55 BEARING COORDINATE AND VERIFY PU TRU55 MANUFACTURER TRU55 BEARING COORDINATE AND °`t v O co
VERIFY W/TRU55 MANUFACTURER VERIFY W/TRUSS MANUFACTURER `r m m Q z Gx
J a
C) W
('� O O
T � W
A
fV
r
Q
od.
tt
POTENTIAL TENANT DEMI511,16 WALL5,
2x4's t 2xb's®Ib"O.G.5/b"FIRE CODE 20 b a
o� (.ORE ON EA.SIDE,3-1/2"SOUND INSULATION. O
LEASE SPACE "E3' 4 W.
W U
10#ABG 10#AfTG6 <
4 4 A 19'-4' �
LEASE SPACE "A" Ind
0#ABG W
4tn
1z w
LANDINGS FOR DOORS.
A now or landing is required on each side of a door.Landings shall be
'd level,exterior landingsmay have 2%slope for drainage. O
°'d• Width of landing shall not be less than door width. V
Length of landing shall not be less than 44". W U
*Fxceptionsmay apply
LL
cc�11 _z
-- EXIT DOOR HARDWARE T _7 Q
4 Dcar shall ba readily operable from the inside without ry
faaaaal
the use of a key or apeclA knoWedge.
O jn IP Manually operated flush bolts or surface bolts am not lJJ p
permitted.
The unlatching of any lest shall not require more than z Q'
—operation.
Hantlles/pulls etc.shall not require tight grespirg,tight
pinching or roosting of the wrist to operate.
1 s[FLOOR PLAN
SO E—PTIONEMRyMP—
P A A r
4046 4046 4°4° 4ade 4o4e 4°4° 4°46 4°4° LICENSED
ARCHITECT
AR�2780
10 B B
B 13
b'-0" 11'-011 111-011 51�n 4'-6" 10'-O" TT
l'I" 12'-0" 9
4'-011 19'-T" 3'-10" BARRETT SKIVERL'RAIG
100'-01, 1215�o°a
STATE OF IDAHO
let. FLOOR PLAN Z SHEET#
SCALE: 1/4' = 1'-0' 5,980 SF. 5
5-FLPL1
DATE: DEC 08
PRO)ECT#: 0820
DRAWN BY: KRAIG
CHECKED: B-CRAIG
REVISIONS: 1-13-01
A CORRECT PLATE HEIGHT,
9 55G
RIDGE VENT
01008 BY BALTEUS DESIGN
_ GROUP,(BARRETT SKIVER
_—— — -- -- ---- — -_-_— -- -- -- -_ - - - _ _ - -- CRAIG)THESE DRAWINGS
ARE THE PROPERTY OF THE
::= •-..-. .... _ - -.� - - - ARCHITECTMAY NOT
BE REPRODUCED.
12 ® iARCHITECTURAL A5PHALT
- __ _.._ - _ 5HING E5(40 AR)ON 30# DIMENSIONS AND NOTIFY
FELT VARIAARCHITION OF ANY
S.
RECE ENEN DIMENSIONS
E OVER SCALED E
Ix B W/COLORED
METAL—� - - U.FAA
LIFfTIMEHRAPNG
-111 I I _ --- -_-- _ - MAC .MAY;8R :.' - - ------ - - -PL.HT.® p ^o
V Q o v
��:�,. ..., , .,.. ...E . .,• . ..'• •��--. • . :; - -- SOLDIER COURSE � o 0
—
�.: .
' •; ••: ••• •' SYNTHETIC STUCCO aV �
F11111111 III[IIiIIIIII11milill 111 Pilf.1111I i1IIIIIIIIIIIIIIIIIIIIIIIIIJI11 IIIIIIIISOLDIER COURSE
-
�2
. _. . fir. . � _ -- -
_-.: _4. .. � � ,i_t_ � - _ _ .`-' ,-'�.� z��'i�Ti.�r'..i r�.�'r; -rzrf�-. .-T�.--_� - _ s - r _ �r._. �_ .....x ..—.—__-__ LIFETIME SIDING
1 ---- 100'-0� Q A v 80
BRICK VENEER m pp Q
————————————————————————————————— ——————————————————————
PRE-MANUFAGTURED
COLUMN WRAP5 \ O X
� W
LUEST ELEVATION
SCALE: 1/4' = P-0'
9a)Buildings shall have approved address numbers,or approved building Identification
placed in a position that is plainly legible and visible from the street or frontage road
fronting the property.They shall be contrasting in color and be a minimum of 4 inches
` high(IFC 505.1)
p
RIDGE VENT 12 5a)A rapid entry(Imo.Box)system is recommended for immediate fire department p
—�— access to tlro facility.An application may be obtained at She 1 during normal business ILL.0 6 — _. hours.OFC 506.1)
8 - W ► 1
LLJ
12
ARCHITECTURAL ASPHALT _.--_-- :- — --- ---- -- - _ -- -
5HIN6LE5(40 YEAR)ON 30R — �-- - -
FELT -
P
_ O
_
W
Ix BU.FA5GIA PU COLORED
METAL WRAP
PL.HT.0 - - - -� -
loql
3 a
:
50LDIER COURSE 6
5YNTHETICSTU000 WE
—
SOLDIER GOUR5E — ------- -----_. _.—_..
s--IT,
ELEVATIONS -
100,-5 --
I I
BRICK VENEER 1 I
rj
PRE-MANUFAGTURED ----------- ------------------------------------------------------------------------------ LICENSED
ARCHITECT
COLUMN WRAP5 AR-2780
LIFETIME SIDING
SOUTH ELEVATION
SCALE: 1/4' = 1'-0'
BARB Tl`SKIVER CRAIG
STATE OF IDAHO
SHEET#
6
6-ELEV 1
DATE: DEC 08
PROJECT#: 0820
DRAWN BY: B-CRAIG
CHECKED: B-CRAIG
REVISIONS: 1-13-N
GORREGT PLATE HEIGHT,
-- -_- B5G
--- — '—" -- - — - 12 C2008 BY BALTEUS DESIGN
-- - - -- - - -- - - 6
GROUP, BARRETT SKIVER
CRAIG) HESE DRAWINGS
ARE THE PROPERTY OF THE
ARCHITECT AND MAY NOT
12 - - _- -- -- --- -_ -- —
BE
(7 REPRODUCED.--. ... .- -- :m�-� _.�— _ CONTRACTOR TO VERIFY
ARGHITEGTURAL ASPHALT DIMENSIONS AND NOTIFY
ANY
- - - SHINGLES(40 YEAR)ON 30� VARIATIONS.
FELT WRITTEN DIMENSIONS HAVE
PRECEDENCE OVER SCALED
COLORED
-- Ix B.U.FASCIA Vil
=- — -- - — — -- — -- -- — --� METAL WRAP
— _— — — — G
09'-O' e oC Q o.
a—— — — --
— __-- —
�- - LIFETIME 510INO
- -- -- — - — ---------- F.F.®- V N m
100-0 ' Z rMn
J'
rF� F _=1l 1 1 a L 8=
,J 1 11 � III 1 11 � Ill 111 � 11 1 1 c° z
L-___________________ 1 I 1 I �.,, I m OD Q J Q
AND WINDOW
---�, 1 I I ��I 1 III ��I I III �- I 1 BASEMENT WINDOWS =o
1 III �� III III�� III 1
Lam- L-_--0 L�--�J l ELLS ?W
L--- J L--- J L----� ED GRATE II p O
COVER
I
I I
L-------------------------------------------------------------------------------------------
EAST ELEVATION
SCALE: 1/4' I'-0'
- - = RIDGE VENT O
ILL.
12 _ u V
ro
Ln
Ln
ARGHITEGTURAL A5PHALT
5HIN6LE5(40 YEAR)ON 30#
- - - - ---- --- - -- FELT
Q
-_ ---- Ix B.U.FASCIA W/COLORED w V c
- - -- - - - - - -- - METAL WRAP H
- 3 a
PL.HT.®4 z z
-- - - -- --- -- -- 109'-0' a
2'-0" - --- - -- ----- - - - - ----- - SOLDIER COURSE
al
-- - -- -- -- - LIFETIME SIDING Q o
z a
- SOLDIER GOUR5E
-- -- --
_ -- -------------------.....__--_..--.--' —_._—_. _---.--.---------- ELEVATIONS -
_----- ---------- F.F.
-------- 100'-O
I I
BRIGK VENEER
uCENSED
r — -------------------------------------------J ARCHITECT
AR
NORTH ELEVATION
SCALE: I/4' 1'-0'
I I
BARRM SRIVE R OWG
L ------------------------JSYATE OF IDAHO
SHEET#
7
7-ELEV2
P.E."JACK"TRUSSES 2xb LOOKOUT5®24"O.G.(U5E REVER5ED J015T HAN6ER) L_J G DATE: DEC 08
0820
ROOF.TRUSS SPECIFICATIONS 5E,4� C JC-4EDULE 2'b• DRAWN O]ECT BY-.
RAIG
®24"O.G. 2'-b" 2'-0' 2-O DRAWN eY: B-CRAIG
HOLD GABLE END DOWN S�"AND RUN k--#
TOP CORD WIND(LIVE)LOAD qO MPH OR Ili P5F ❑q 3 " x cl PARALLAM -. A LOOKOUT5 OVER(TYP.ALL GABLE ENDS CHECKED: CRAIG
TOP CORD SNOW(LIVE)LOAD 25 P5F v I D - - REVISIONS:
TOP CORD DEAD LOAD 12 P5F - 10 2'-0, G G --- - 1
❑B 3 " x II " PARALLAM fl i 2 2 fl
W N _
ll
TOTAL DE516N LOAD(TOP GORD) 31 P5F ❑G 5 " x G " PARALLAM • 'I
BOTTOM CORD DEAD LOAD 10 P5F A q _ _ _ -- _ _
I
e
CEILING(LIVE)LOAD 10 P51F ❑p 5
" x 11 PARALLAM 3'-0 3,-0„ i �` - ' _.. _-_ N
1 1 - - - - - - - - n
TOTAL DE516N LOAD(BOTTOM CORD) 20%F F05T &CHE D UL Q 1 ,= 1 4 G i I C2008 ( BALTELIS 7..✓ ...-.� m - - - - - - - - - - - - - - - - ARRETT SKIVER
N
BY
TRU55E5 TO HAVE 1'-0 INSULATION HEEL U.N.O. C -1 1( lI 1 F cR OIG)THESE DRAWINGS
O TRIPLE TRIMMERS 9 I 1 + d ARCHITECT ARE THE OAPERTY ND MAOYF THE
NOT
CONTRACTOR TO IN5TALL 51MP50N H5 GLIP5 ON EACH --" 1 GIRD TRU55 I 2 - - - - - - - - - - - - - - - - � y BE REPRODUCED.
END OF EACH TRU%. O2 4x4(NOM)PARALLAM POST 2 - T +� T_�, - r1 DIMENSIONS ONO AND VERIFY
OT V
_._
A - �- - ARCHITECT
�TOF ANY
PROVIDE SHOP DRAWINGS SEALED BY STATE OF IDAHO 3 I I I - - - - - - - - - - - - - -
EN6INEER TO OWNER OR ARCHITECT BEFORE FABRICATION. O3 6xb (NOM) PARALLAM P05T -
Lj I WRITTEN DIMENSIONS HAVE
t - - - - - - - - - - - - - - PRECEDENCE OVER SCALED
ry - - —III II: RIDGE VENT DIMENSIONS.
® w
2xb LOOKOUT5®24'O.G. A R - -rt - -
2'-4" (USE REVER5ED J015T HAN6ER) 2'_4° 9 N � � o I ..-- I _I I - - - - - - - - - - - -�/ ui
OVER5TAGK AREA,USE 2xb's O Q a a
D G ®Ib"O.G.- - - - - - - - - - - - - V . No
fl �\-
__ I ❑ 00
ll
G Ell f I I I V L N N
61RDER TRJ%
n
i _ I OVER5TAGK AREA,USE 2xb's I I i? 1 I I _ i ¢ O o
®Ib°O.G. I I I I I II ' ( I II; I I I I � - - -�- ❑ � m Q � c
II I I I I I I I I I II I I I I I I I Ij I I I I I II
0O
❑ , I I I I I I _ W
- - - ---0 1 1 I 1 1 1 I I I DRAFT STOP �tl I 1 ( I I I�DRAf"T STOP f I I I I I I I I IF- - - -I
- - -
- -4I I I I I I I I i � �; I I I 1 I I I � 1 � I I I I I I I I I I I I IF-
�_
1i- - - 2nccE�ssNERiFY 0
I- - - -�I N I I I I I I I I I I 1 fill I I I I I I I I I I LOCATION) - I ---I- I 1 1 I 1' , I I it i (I -i+ N Q V
w RIDGE VENT I .- .-� I _. .._I --- L_.. ---I 1 :--1 q�-A'-" " '_. _-'..'1+T.�+'. =❑ ._:;__:_....�_: I — w va'i
LU
V) Cie
II I I I I I I I I I I I I I III I I I i I I I I 1 I II I I I I I I I I I I I I II w
Fr I
111IF
®) a
�i- -•II 1 I I I I I I I I , L.-.¢III I I I I I I I N S
I- - - III I I I I I I I I I I I I I 1 -- I I I I I I I I I I 1 I►- - - -I� � o
.._..II_ 1 I I I I I 1 I I I I Il - - G ROOF FRAMING PLAN
1 ' u I I I 1 I 1 1 1 1 1 II 1 I 1 I 1 �� 1 I I I I I 1 I I 1 I I 1 1 1 11 ❑
11 I I I I I I I I I I I - - I --- ;ill I I I__..I_.. I I I + I II I 1 I I I I I I I I I I I I 11 LICENSED
) ._..__-__.__.-� .; _ � .. -- _....-.- — -�. _ +-_-_.-- -_ ARCHITECT
+--H---1 - I-1---F - -- AR-E780
TIC
ry
G G G Ell G Ell Ell g Ell 2'-0"
F
BARRM SKIVER CRAII
P.E TRUSSES®24"O.G. 2-
S
P.E."JACK"TRU55E5®24"O.G. P.E."JACK"TRU55E5®24"O.G. L
STATE OF IDAHO
FCCr— Ffi`x- INCH FLAN Z SHEET#
SCALE: 1/4" = l'-O' Q
8-ROOFPLAN
DATE: DEC 08
PROJECT#: 0820
DRAWN BY: BCRAIG
CHECKED: BCRAIG
REVISIONS:
ARCHITECTURAL ASPHALT 5HINGLE5 ARCHITECTURAL ASPHALT 5HIN6LE5 ARCHITECTURAL ASPHALT 5HIN6LE5
(40 YEAR)qO MPH (40 YEAR)q0 MPH (40 YEAR)qO MPH
P.E.TRU55E5 0 24"O.G. 12 P.E.TRU55E5®24"O.G.- 12 12
P.E.TRUBLE SES61R ER 0 O.G.
'APA RATED SHEATHING 6 INSULATION BAFFLE "APA RATED SHEATHING b INSULATION BAFFLE (DOUBLE GIRDER®POSTS) b
02008 BY BALTEUS DESIGN
INSTALL'ICE 8 WATER SHIELD" I'6' GROUP,(BARRETT SKIVER
nNGS
INSTALL"ICE 8 WATER SHIELD" ARE THE
THESE OR Y OF T
®ALL EAVES E VALLEYS 50LIP BLOGKIN6 INSTALL"IGE d WATER SHIELD" SOLID BLOGKIN6 ®ALL EAVES Q VALLEYS ARE THE PROPERTY OF THE
ARCHITECT AND MAY NOT
®ALL EAVES&VALLEYS BE REPRODUCED.
R-38 INSULATION,MAINTAIN R-38 INSULATION,MAINTAIN APA RATED 5HEATHIN6 CONTRACTORENSIGNSAND NERVY
o I-I/2"AIR SPACE®ENDS INSULATION HEEL I-I/2"AIR SPACE®ENDS DIMENSIONS AND NOTIFY
INSULATION HEEL ARCHITECT of ANY
PL.HT. PL.HT. PL.H_T. ° VARIATIONS.
----- ®lOq'0"� ----- ®IOT-O F ®Oq�r-- - PRECEDENCE
- PRECEDENCE OVER SCALED
Ix4 FASCIA(RADIU5ED) SYNTHETIC STUCCO ON DIMENSIONS.
I "x4"8 I "x8"FASCIA ( sg"GYPBD I�'x4"$ 1 i�"x8"FASCIA "6YPBD W/COLORED METAL WRAP WONDERBOARD,15R FELT
W/COLORED METAL WRAP
W/COLORED METAL WRAP .ill AND�"058
SIMPSON HURRICANE GLIP5 ON 2,-0„ 51MP50N HURRICANE CLIPS ON I�'WY 8 1 A"xI0"FASCIA Q o a
/2--0 EA.END OF EA.TRU55 EA.END OF EA.TRU55 W/COLORED METAL WRAP n
2x4'5(STAND.OR BETTER)H 0 Q b d
16"O.G.(BOX FRAME) N N
COLORED METAL SOFFIT � f 5 4"xq�°PARALLAM COLORED METAL SOFFIT SYNTHETIC STUCCO ON}" C7 � �
PERFORATED I PERFORATED SOLID BLOGKIN6 W NIVERBOARD,15R FELT, z
d I,"05B SHEATHING 51MP50N GG-44 P05T L N N
5YNTHETI6 5TUGGO ON I j V
GAP p = c
WONDERBOARD STOREFRONT WINDOW SYSTEM (� y
Ix4 SYNTHETIC STUCCO ; PRE-MANUFAGTURED COLUMN
TRIM ON I"NOWERBOARD �"0513 EXT 5HEATHIN(5 MAILED WRAP(12'd)) Jhd
FOR SHEAR)W/15R FELT OR "6YPBD-6 VATM R AZRICPP, L.V N
i WRAP WINDOW AND DOOR FRAMES APPROVED BUILDING WRAP d 'M
W/APPROVED WINDONUDOOR
SYNTHETIC STONE GAP
FLASH AND COUNTER FLASH i FLASHING MATERIALS 4x4 PARALLAM POST s cz V o
O
LIFETIME 51DIN6 m OD < ?Q
2x4's(STAND.OR BETTER)® I
2xb's(D.F.R2 OR BETTER)® 9,,6YPBD 4 VAW MRRIER Ib"O.G. \ 0 xO
Ib"OG.VJ/R-Iq INSULATION b 16"O .h/R2 q I BETTER)®
b MIL.VAPOR BARRIER 2xb R.W.OR P.T.SILL PLATE W/ 6 OG.W/OR INSULATION 8 2x8 R.W.OR P.T.SILL PLATE VJ/ �"055 EXT SHEATHING (NAILED W
_.
BRICK VENEER W/I"AIR SPACE `<.
056 EXT SHEATHING (NAILED v b MIL.VAPOR BARRIER SILL SEAL 8�"(Px 10"A.F.(W/ FOR 5HEAR)W/15R FELT
SILL SEAL 8�"fix 10'A.B.(W/ _
FOR SHEAR)W/15R FELT m .G.4 12' FROM
WASHER)®4'-0'O.G.8 12"FROM WASHER)®4'-O"OEA.END BRICK TIES®24"O.G.E.W.— 4x4 PARALLAM POST I^U
EA.END FLASHING 5IMP50N GB44 P05T BASE
BRICK TIES®24'O.G.E.W.
Jq"T86 APA RATED SHEATHING,, �q"T86 APA RATED SHEATHING, WEEP HOLES®48"OG.
GLUED AND NAILED !°+ }"EXPANSION JOINT W/SEALANT
GLUED AND NAILED F.F. F.F.
BRICK VENEER INI"AIR SPACE F.F. GALVANIZED"Z"FLA5HIN6?V
,.
-—-—- ®100'0'� SEALANT -----®100�-0Dp 0• -
FLA5H1% Z } R-Iq INSULATION,(ENTIRE FLOOR) a u
WEEP HOLES®48"O.G. SIMPSON HIT J015T HANGER Iu �Z
AND FILLER BLOCKS(TYP) - 4-4
T'
I I _ P
"'��JI1(' , t1--
4"BRICK LEDGE WERE ilt II�'TJI/210s®16"O.G. �(�(:AIl'
OGGUR5) N ). n�� ail( I �� Ilfr T }Jl�=mill' O
i 10 MIL.VAPOR BARRIER,RUN. iiii �.;lk� 1 (2)LAYERS FIREGODE GORE 2'-0"x3'-b"x 3'-0"MIN.PIER _ ..�� t 4"CONCRETE WALK(W/FIBER
I1h1L=11fk :. °
T11 fl!�z ,�l; ,1 FT6 W/R4 VERTICAL BARS �IJ I it- I' REINFORGIN6)ON q5% Q CONCRETE FOUNTATION WALL _ OVER FOOTING AND UP FND. 6YPBD ®12"O.G.d R3 TIES®12"O.G.
Py/R4 REBAR®Ib"O.G.,COW.
rJ a.i WALL,SEAL TO WALL o-
COMPACTED ENGINEERED FILL
HORIZ.B(I)R4 REBAR VERT. k ;i n __ - d 3"GRAVEL LEVELING COURSE
,, CONCRETE FOUNTATION WALL ! R3 HORIZ.EA. N
®24"O.G.,ALT.BEN05(TIE TO ! 1 Jil ,;lp- R4 REBAR®16"O.G.,GONT. (3)
STEEL IN FOOTING) "" OR COMPACTED
UNDISTURBED SOIL
j i:!( i COMPACTED UNDISTURBED 501E HORIZ.d(I)R4 REBAR VERT. OR COMPACTED ENGINEERED SEE SHEET#2
OR COMPACTED EN6INEERED
CONCRETE FOOTING W/(3) ®24'O.G.,ALT.BENDS(TIE TO Z y FILL TO q5% ;
FILL TO q5% STEEL IN FOOTING)
R4 HORIZONTAL REBAR GONE FILL
— 2x2 R.W.OR P.T.FURRIN6 5TRIP5 I=
Q 0 I b"O.G.W/I�"FOAM INSULATION, O 0
VD.AND J"6YPBD(TO BF IN51ALLED 4
AS TENANT IMPROVEMENTS ARE w
COMPLETED).
BITUMINOUS WATER PROOFING
A 5EGT I ON g TYPICAL BRICK VENEER WALL ,iir li C &ECT I OI V - EIqTRY O LL
9 SCALE: 3/4° I'-O' +•_ }"EXPANSION JOINT W/SEALANT g SCALE: 3/4' 1'-0' z z
4"CONCRETE SLAB W/FIBER
REINFORGIN6 8 10 MIL.V.B.ON q5%
COMPAGTED EN6INEERED FILL d 3" w Lu
6RAVEL LEVELING COURSE
I p C
c
a � Q
q1'1� WALL SECTIONS
CONCRETE FOOTING W/(3)
R4 HORIZONTAL REBAR CONT.
i
LICENSED
ARCHITECT
AR•2700
B S�GTION - BASEMENT WALL
e SCALE: 3/4 I'-O' eA1RE1TSIwERtRuc
STATE OF IDAHO
SHEET#
9
9-SECTI
DATE: DEC 08
PROJECT A: 0820
DRAWN BY: BCRAIG
ARCHITECTURAL ASPHALT SHIN5LE5 CHECKED: BCRAIG
(40 YEAR)QO MPH 12
REVISIONS:
P.E.TRUSSES®24"O.G.
"APA RATED 5HEATHIN6
INSTALL"ICE d WATER SHIELD"
®ALL EAVES d VALLEYS
I'-b"IN5UL.HEEL
I "HANDRAIL®3'-0` TdG APA RATED C2008 BY BALTEUS DESIGN
IX4 FASCIA(RAC IU5ED) = ABOVE N051N65 SHEATHING GROUP,tBARRETT SKIVER
A^U COLORED METAL WRAP RHESE DRAWINGS
A
PLYWOOD RISERS AREE THE T THE PROPERTY OF THE
I�"xb"d I J"x10"FASCIA II-l/b"TJI'210's®Ib( " ARCHITECT AND MAY NOT
W/C 8 TREADS O.G
OLORED METAL WRAP BE REPRODUCED.
Q DIMENSIONS AND NOTIFY
T.O.B.® SYNTHETIC STUCCO ON 7CONTRACTOR TO VERIFY
I�"x II�"VERSARIM ARCHITECT OF ANY
VARIATIONS.
WONDERBOARD,I5#FELT WRITTEN DIMENSIONS HAVE
PRECEDENCE OVER SCALED
OSB'�AND Q
"TYPE"X"FIRECOVE GORE DIMENSIONS.
SYNTHETIC STUCCO ON�" II,. m p GYPBD
WONDERBOARD,150 FELT, 2x4's(STAND.OR BETTER)
a SEE DETAIL FOR TYPICAL
d J"OSB SHEATHING e , A O.G.AR J"055 NAILED BASEMENT WALL INFORMATION
2x'si(STAND.OR BETTER)® oa
3?x9 "PARALLAM I b"OG.(BOX FRAME)(OR 3}" (� KI(J, jZ1�/�/ 2x4's(STAND OR BETTER)® Q a d
fl 16.1O.G. V n
STEEL STUDS) bB
51HP50N GC-44 P05T 71r MAX M5F w co
°GYPBD U L a N
GAP 2xb R.W.OR P.T.PLATE 4 "TYPE X'FIRECODE GORE ai
2xb R.W.OR P.T.SILL PLATE C a u
PRE-MAt91FAGTURED COLUMN FASTENED W/"HILTI"TYPE m GYPBD AU SILL SEAL d}"x 10"A.B. d e=
FASTENERS (4)1 JNII MI(ROLAM . o> _
WRAP(I'-4"0) ;'I STRINGERS (W WASHER)®4'-0"O.G.d --Nd F, w
Im 12"FROM EA.END N ��
I �
GONG.FOOTING W/(2)#4
SYNTHETIC STONE GAP
ll, IS TREE®I I ! I r 11 r
4x4 PARALLAM P05T (I' !r l Ill„i?lh..iilt qlr fib .,:IP.le — `
t I 1 HORIZ.REBAR CONT. „� ?00
a:_drll! luj!n,01M If .',l1).'..I(I ,:MITI_)ii'} l' [li.._IlI1 :I(Il �I�I::'IGi_I[I_4.i �n a ` o 0
UNDISTURBED 501L COMPACTED m onQ z=
2X4's(STAND.OR BETTER)® TO gSAS
13 DETAIL T A(L ® STAIRS � =u;
Ib"O.G. Im SCALE: 1/2' 1'-0' \\II _—I 0 O
BRICK VENEER W/I"AIR SPACE J"05B EXT SHEATHING (NAILED W v N W
FOR SHEAR)W/15#FELT
BRICK TIES®24"O.G.E.W. 4x4 PARALLAM P05T W/
FLA51-1ING ~ 51MP50N GB44 P05T BASE
WEEP HOLES®4b'O.G.
I"t �'EXPANSION JOINT W/SEALANT
® 00 ---
-r-ir-
o u d l a I m li EXTERIOR LIGHTING LEGEND
11T ill IIIL PT \
�rj!�(r f�(ll III _Y_ a , II 'I I )I�'I I 6 2/26DTT MVOLT F602AZ
7 1 b'COMPACT FLUORESCENT DOWN LIGHT,
[fI'I lTia�llIll� �I jfj; I� 1111 00 [ooJ olRauALF o
VERIFY LOCATION OF TIMER t^U OWNER 0
2'-0"x2-0'x 3'-0'MIN.PIER f.l Xli! 11I1; 4"CONCRETE WALK(A/FIBER w "
FTG NV#4 VERTICAL BARS l i �? nI�: Ifl_ll�" REINFORCING)ON 95�
r' j w_. l V
®12"O.G.d#3 TIES®12"O.G. T. l; �I COMPACTED ENGIIERED FILL
d 3"GRAVEL LEVELING COURSE
"x -0Ir Ili.,:
COMPACTED UNDISTURBED SOIL 2-0 2' (3) 4 HORIZ REB r-tER
AR E.W. '�-� `I ` `"
SEE 5
OR COMPACTED ENGINEERED HEET#2 # T
FILL TO 95 K 11
f > z
if i1 1 Q z0
i Q
u o
a
D SE C I �ON m ENTRY_ I I W
Im SCALE: 3/4" 1'-0" t Z Z
V i
w w w
O o
r:
a z Q
Ij II I , WALL SECTIONS
!i
II II
LICENSED
ARCHITECT
AR-2780
_. �:.: •'• ':.....:::. rw•r':...'._. :'. l.:.,_..'.:'...:^—..N...n:.:. :.::.:::W ih+•<f..::'::._.. ".:�.:I"�.r r.^N."....':.. �I l z
VT77
.
�---'- BAR0.E1'F SKIVER CRAIG
STATE OF IDAHO
EXTERIOR LIGHTINGZ SHEET#
SCALE: NTS
10
I 0-SECT2