HomeMy WebLinkAbout210 Carriage Ln N Chg Ord #1 Res Approved Plans [� No Exception Noted Per Section R402.2.10
of the IECC (clip below),
❑ Make Corrections as Noted the reviewed foundation
insulation can be
❑ Revise and Resubmit tapered at a 45-degree --
❑ Rejected angle where the floor O
meets the foundation
REVIEW IS FOR GENERAL stem wall.
CONFORMANCE WITH THE DESIGN
CONCEPT AND FOR COMPLIANCE WITH
THE CONTRACT DOCUMENTS. THE
CONTRACTOR REMAINS RESPONSIBLE
FOR CONFIRMING DIMENSIONS &
QUANTITIES, FOR CONSTRUCTION
MEANS & METHODS, AND FOR CO
COORDINATION OF THE WORK.4
' ,
M�
David Glancey, 12/ 019
■—
R402.2.10 Slab-on-grade floors. Slab-on-grade floors
with a floor surface less than 12 inches (305 mm) below W
grade shall be insulated in accordance with Table R402.1.2.
The insulation shall extend downward from the top of the 4-1
slab on the outside or inside of the foundation wall. Insula-
tion located below grade shall be extended the distance pro-
vided in Table R402.1.2 by any combination of vertical
insulation,insulation extending under the slab or insulation
extending out from the building.Insulation extending away ^♦ O
from the building shall be protected by pavement or by not W
less than 10 inches (254 mm) of soil. The top edge of the A__J
insulation installed between the exterior wall and the edge 0. ♦^
of the interior slab shall be permitted to be cut at a 45-degree 4-1V
(0.79 rad) angle away from the exterior wall. Slab-edge W
insulation is not required in jurisdictions designated by the ■ �
code official as having a very heavy termite infestation. W �^
� P1
a
CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
Page 1 of 6 FOR ALL INSPECTIONS
11/7/2019 EPS Specs I Physical Properties of EPS I Building Code Classification
rw7P. Call Us Todayl 208-734-7426 (tel:+12087347426)
NORTHWEST 2390 Rmo1oon Clnl■I Twin Folio.ID 83301
i •;;'�; _ �l =AzteA vYW1y1iR_ r- info@northwestfoam.com(mailto:info@northwestfoam.com)
(https://www.northwestfoam.com/index.php.html) _ Request A Quote(https://www.northwestfoam.com/contact-quote.phl
Northwest Foam Products, Inc. EPS Specs
Physical Properties of Expanded Polystyrene (EPS)
Federal Specifications:ASTM C 578-92
Minimum and maximum allowable values.
Property Units ASTM Type Type Type Type
Test I VIII II IX
Density, C303
pcf or 1.00# 1.25# 1.50# 2.00#
Nominal D1622
Density, C303
pcf or 0.90 1.15 1.35 1.80
Minimum D1622
Density, C3030.90- 1.15- 1.35- 1.80-
Range pcf or 114 1.34 1.79 2.20
D1622
Thermal BTU/(hr) C177
Conductivity @ 25°F (sq.ft.) or 0.23 0.22 0.21 0.20
K Factor (F/in) C518
Thermal BTU/(hr) C177
Conductivity @ 40° F (sq.ft.) or 0.24 0.235 0.22 0.21
K Factor (F/in) C518
Thermal BTU/(hr) C177
Conductivity @ 75' F (sq.ft.) or 0.26 0.255 0.24 0.23
K Factor (F/in) C518
Thermal
atlinch
Resistance @ 25°F thickness 4.35 4.54 4.76 5.00
R-value'
Thermal
atlinch
Resistance @ 40' F thickness 4.17 4.25 4.55 4.76
R-value'
CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
https://www.northwestfoam.com/eps-specs-physical-properties.php.html Page 2 of 6 1
FOR ALL INSPECTIONS
11/7/2019 EPS Specs I Physical Properties of EPS I Building Code Classification
Thermal
atlinch
Retsistancehtml#tPap75° F 3.85 3.92 4.17 4.35
T(eps-specs-physical-proper ies.p p. thickness
R-value*
Compressive
10/ psi D1621 10-14 13-18 15-21 25-33
Deformation
Flexural 30- 40-
Strength psi C203 25-30 38 50 50-75
Tensile 18-
Stren th psi D1623 16-20 17-21 22 23-27
9
Shear 26-
Strength psi 18-22 23-25 32 33-37
Shear 280- 370- 460- 600-
Modulus psi 320 410 500 640
Modulus of 180- 250- 320- 460-
Elasticity psi 220 310 360 500
Water / C272 < < < <
Absorption 4.0% 3.0% 3.0% 2.0
Water Vapor Perm. In E96 2.0- 1.5- 1.0- 0.6-
Transmission 5.0 3.5 3.5 2.0
*R-value means the resistance to heat flow.The higher the R-value,the greater the
resistance to heat flow.Typical tested R-values are based on the data provided by Nova
Chemical Co., BASF Corp.,and Huntsman Chemical Company.
Additional Infoomatlon on All Typee
Maximum Service Temperature: Long Term Exposure 167 degrees Fahrenheit,
Intermittent Exposure 180 degrees Fahrenheit
)'Oxygen Index:ASTM test D2863=24.0%
>Coefficient of Thermal Expansion:ASTM Test D 696=0.000035in./(in.)(F)
>Buoyancy-Flotation: Minimum 50lbs/Cubic Foot
>Capillarity- None
>Long Term Exposure 167' F, Intermittent Exposure 180'F
>ASTM Test D 2863=24.0
>ASTM Test D 696=0.000035in./(in.)(F)
>Minimum 5016s/Cubic Foot
Building Code Claulficatlon CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
https://www.northwestfoam.com/eps-specs-physical-properties.php.html Page 3 of 6 FOR ALL INSPECTIONS
11/7/2019 EPS Specs I Physical Properties of EPS I Building Code Classification
ICC ESR-1349
U.L. File#R12290 Control#85TC)Classification BRYX
UL� tS�
Flamma61lity Waining
Expanded Polystyrene(EPS)materials sold for construction use have a fire retardant
modifier,but are considered combustible,as are all organic materials.They must not be
stored or installed near open flame or any other source of ignition. In addition,when EPS
insulation board is installed in the interior of a structure,it must be protected by a proper
thermal barrier,and the installer must review applicable local,state,and federal building
codes to determine the correct thermal barrier for the particular application.
Adjoining Matedalm Waining
Expanded Polystyrene(EPS)is subject to attack by liquid solvent or some solvent base
adhesives and other liquid products such as gas,diesel,etc.Care should also be taken to
separate any coal tar pitch products or coal tar pitch vapors from any direct contact with
EPS foam.
We Cover the Following States:
Montana Wyoming Colorado Nevada Utah Oregor
Northwest Foam Products, Inc. 1 2390 Rostron Circle I Twin Falls, ID 83301 I
208-734-7426(tel:+12087347426) I
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CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
https://www.northwestfoam.com/eps-specs-physical-properties.php.html Page 4 of 6 FOR ALL INSPECTIONS
r A T B T C T D T E T F , REVISIONS
DESCRIPTION DATE
PLAN RE
RESPONSE,VIEW: 9/26/19
2 12 2 12 _�$M. Z CHANGES
19
A-3 2 6� A-3.2 6 CHANGES P&
� A-3.2 s Mlsa ¢/9/19
Sim. �% 12
\ / \ / I T.P T.P. I T.P.
1
1 1 1 1 I 1 ■ �
1 1 1
BEDROOM BATH BA. BEDROOM 3 BEDROOM HALL BEDROOM : : CLOSET HALL 1 BEDROOM
1 I Co a. A-3.z 1 1 9 0o 12
1 1 I 4 4 1 1 q p 1 I I 1
1 F.F 3
F.F. 1 F.F. : 1
1 I' T.O.B.ST. . T.O.B.&T.'. I 1 1
1 I r.o.e.&r.P.
' SIR. PWDR KITCHEN LIVING PATIO m - PORCH ENTRY KITCHEN LIVING ' PATIO m- PORCH ENTRY PANTRY i LIVING I PATIO:
: 1 F.F. F.F. 1 I F.F.
..y - M
J.
A-3.3 �� O
a U
00
BUILDING SECTION BUILDING SECTION BUILDING SECTION �' Q
CSCALE 1/8"=1'_O" SCALE 1/8"=11-01, A SCALE 1/8"=T-0„ Q O
CG Uj
A-5.1
.... ♦ I—I—I �-I H
6 12 _ 2 6 12
A-5.1
41
1 I O
2 A-3.2 T.P 1 T.P T.P. 1 4-1LZJ
I 1 1 1 z
l 1 1 I I 1 1 1 1
BEDROOM ; I HALL LDR BATj jATH DR HALL HALL BEDROOM 4 BEDROOM LAUNDRY BA. BEDROOM: I ?m BEDROOM LAUNDRY BA. BEDROOM
1 1 CoA3.2 : 1
F.F 7- 1 F.F 4 4 F.F.
T.P. 9ww 09 MUM � I0 0 0 0 0 ' 1
STAIR TA 1 1 T.P. 1 T.O.B.&T.P. T.O.B.&T.P.
1 � 1 1 ■�
m BEDROOM KITCHEN : KITCHEN I I KITCHEN PAN. KITCHEN PORCH ENTRY KITCHEN LIVING i PATIO Co
PORCH ENTRY KITCHEN LIVING ' PATIOi CO2Y0118GHT
1 1 I I
F.F.� 1 1 I 1
F.F. ' F.F. F.F.
Q.A 3.1
BUILDING SECTION OE
BUILDING SECTION BUILDING SECTION o
F SCALE 1/8„=1,_p„ SCALE 1/8„=1,_0„ D SCALE 1/8"=1'_O" m
EXTERIOR WALL BATT INSULATION
O
(R-21),INSTALL VAPOR BARRIER
WALL SHEATHING,SEE ON WARM SIDE PRE-FINISHED 26ga PRE-FINISHED 26ga
METAL COPING SYSTEM METAL COPING SYSTEM
STRUCTURAL w U
2x WOOD STUDS,SEE � O
WEATHER RESISTANT BUILDING--,,,," RE
STRUCTURAL FOR SIZE AND
5/4x6 PRIME TRIM 5/4x6 PRIME TRIM
PAPERSPACING MIN.4X6 SCREEN WALL MIN.4x6 SCREEN WALL F� 00+ t`p
(PAINT) (PAINT)
BOARD AND BATT SIDING,SEE SUPPORTS @ WALL END, SUPPORTS @ WALL END, 3
3 ELEVATIONS 112"GYPSUM BOARD,U.N.O. CORNER&@ 6'-0"O.C. CORNER&@ 6'-0"O.C. C I Uj
WALLSHEATHING, TYR WALLSHEATHING, TYR 111---Urrrlll m
WALL SHEATHING,SEE ANCHOR BOLT,SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL N U
RUN BUILDING PAPER OVER
STRUCTURAL FLASHING FLANGE �I O O V W
SEE DETAIL 2/AJ.1
FOR THE REMAINING TYPICAL PRESSURE TREATED 2x PLATE WEATHER RESISTANT WEATHER RESISTANT
WEATHER RESISTIVE NOTES PRE-FINISHED 26 GAUGE Z WITH SILL SEALER BARRIER BARRIER N ...�
BARRIER:(2)LAYERS OF FLASHING OVER TRIM BOARD ■
GRADE'D'BUILDING WRAP 0 r�
WITH 1/4"GAP TAPER INSULATION AT TOP OF
W
OR'TEK'STUCCOWRAP 5/4x12 PRIME TRIM PAINT FOUNDATION WALL. _ _
(PAINT) - HORIZONTAL HARDBOARD - HORIZONTAL HARDBOARD in
CONCRETE SLAB,SEE 2x6 STUDS @ 24"O.C. 2x6 STUDS @ 24"O.C. N y 1n
LAP SIDING LAP SIDING
W/COAT STUCCO SYSTEM PRE-FINISHED 26 GAUGE ST U M M
W/SELF-FURRING METAL FLASHING,MINIMUM 1/2"
LATH CLEARANCE BETWEEN TRIM AND PRE-FINISHED 26 GAUGE PRE-FINISHED 26 GAUGE \ 'n
HORIZONTAL SURFACE REINFORCED VAPOR RETARDER, / N p
GALVANIZED 26 GAUGE LAP AND SEAL JOINTS FLASHING,MINIMUM 1/2" FLASHING,MINIMUM 1/2"
PRE-FINISHED 26ga METAL PRE-FINISHED 26ga METAL `.J
CONTINUOUS FLASHING/ ACCORDING TO SPECIFICATIONS, CLEARANCE BETWEEN COVER TO PROVIDE A CHASE CLEARANCE BETWEEN COVER TO PROVIDE A CHA
WEEP SCREED FINISH GRADE,SLOPE AWAY EXTEND OVERTOP OF STEM WALL TRIM AND HORIZONTAL TO CONCEAL UTILITIES TO TRIM AND HORIZONTAL TO CONCEAL UTILITIES TO
d a FROM STRUCTURE,SEE CIVIL d a SURFACE CONDENSING UNITS, SURFACE CONDENSING UNITS,
Q COORDINATE SIZE&HEIGHT COORDINATE SIZE&HEIG
5/4x6 PRI
d d d WITH MECH.CONTRACTOR WITH MECH.CONTRACT
ME TRIM 5/4x6 PRIME TRIM
(PAINT) $IMP$DN ABW46Z (PAINT) $IMPSON ABW46Z '
LICENSED
C JARCHITECTS
AR
COMPACTED GRAVEL BASE,SEE FINISH GRADE ° FINISH GRADE °
STRUCTURAL AND GEO-TECH - ° - - 2" °
REPORT
THICKEN SLAB @ — ,/ ucr
L2"RIGID FOUNDATION INSULATION CONC.SLAB,SEE
SCREEN WALL HnJ
' (R-10). SUPPORTS STRUCTURAL � •
8"THICK TURN
Q Q FOUNDATION,SEE STRUCTURAL .° DOWN @ SCREEN
o a � 6" �, WALLSUPPORT
4 d d �i�-
PERIMETER CONDITION OVER SLAB CONDITION @ SLAB EDGE EET DATA
a ° INSULATION TO DRA Y: DG
EXTEND 24"BELOW M CHEC JG
a - a - GRADE.TYP. scALE:
d �1 d 4 Im d 1 DATE: / /2018
TPR JE #: 7036
UNDATION DETAIL FOUNDATION DETAIL SCREEN WALL DETAIL CITY APPROVED PLANS V, SEE MEER
Reviewed for Code Compliance .1
3 FOSCALE SCALE 1-1/2"=1'-0" � SCALE 3/4"=1'-0" PLANS MUST BE ON JOB SITE
AFOR ALL INSPECTIONS
L _j_ -L _j_ _j_ _1
Page 5 of 6
r A T B T C T D T E T F , REVISIONS
DESCRIPTION DATE
AN R 9/26/19
RESPONSE#1
WNER 9/26/19
2 CHANGES
ARCHITECTURAL COMPOSITE SHINGLES 3 cxAN MlG as 1&19
2x6 SUB-FASCIA o/ROOFING FELT DACE&WATER SHIELD
BOARD @EAVES and VALLEYS,SEE ROOF PLAN
lx4 and lx8 PRIM ROOF SHEATHING,SEE STRUCTURAL
TRIM BUILT-UP PRE-ENGINEERED TRUSSES @ 24"O.C.,PROVIDE
FASCIA(PAINT) ADDITIONAL TRUSSES or ALTERNATE SPACING
CONTINUOUS /61—REAS SUPPORTING OTHER ELEMENTS OWNER
METAL DRIP
HARDBOARD SIDING(SEE ELEVATION EDGE
1 FOR TYPE&LOCATION)(PAINT),PROVIDE
ALL MANUFACTURER REQUIRED ARCHITECTURAL COMPOSITE SHINGLES o/ROOFING FELT o/ICE&WATER SHIELD
FLASHING and CLOSURE ANGLES @ EAVES and VALLEYS,SEE ROOF PLAN
1/2"SOLID HARDBOARD 2x OVERBUILD FRAMING,
WALL SHEATHING,SEE STRUCTURAL PRE-ENGINEERED TRUSSES E NA24'O.C.,PROVIDE SEE STRUCTURAL
------EXTERIOR WALL SYSTEM,SEE PLANS FOR ADDITIONAL TRUSSES or ALTERNATE SPACING 12 SOFFIT PANEL(PAINT)
FURTHER INFORMATION FOR AREAS SUPPORTING OTHER ELEMENTS
5/4x4 PRIME TRIM
WEATHER RESISTANT BUILDING PAPER TRUSS BLOCKING,SEE STRUCTURAL 6 FREEZE TRIM(PAINT) T a
RUN BUILDING PAPER OVER FLASHING FLOOR SYSTEM,SEE PLANS FOR FURTHER ( J
FLANGE INFORMATION ROOF SHEATHING,SEE STRUCTURAL VENTING •y\`�/�/
BATT INSULATION(R-30) HEEL HEIGHT / W
PRE-FINISHED 26 GAUGE Z FLASHING CONTINUOUS METAL DRIP EDGE �� O
OVER TRIM BOARD WITH 1/4"GAP
TOP PLATE _ TOP PLATE w a U
5/4xl2 PRIME TRIM(PAINT BLOWN-IN CELLULOSE ATTIC BLOWN-IN CELLULOSE ATTIC INSULATION(R-38) �/'� Q
INSULATION(R-38) CA
PRE-FINISHED GUTTER,ANCHOR U GYPSUM BOARD(CEILING)o/VAPOR RETARDER ^ 1�
PRE-FINISHED 26 GAUGE FLASHING z �- MINIMUM 2NV NF ING SPACE E 7� Q a
INTO SOLID BLOCKING w 11"�—I��� II
a> 2x6 DOUBLE TOP PLATE I-� 'z
1x8 PRIME TRIM FASCIA(PAINT) - O a
2x6 SUB-FASCIA BOARD
1 Q
WEATHERPROOF SEALANT OPTIONAL or PAINT 1/2"SOLID NARD80ARD SOFFIT PANEL(PAINT) 1/2"SOLID HARDBOARD SOFFIT q_g,1
PANEL(PAINT) - W z
2x BLOCKING AS NEEDED 8"xl6"SOFFIT VENT,SEE PLANS FOR
R.S.GLU-LAM BEAM(STAIN),SEE STRUCT. SPACING
WALL SHEATHING,SEE _ W
STRUCTURAL
ENTRY PORCH DETAIL u
WINDOW,SEE WINDOW SCHEDULE
3 � �` WEATHER RESISTIVE _ � U
2 SCALE 1-1/2"=1'-O"
Z. BARRIER z
HARDBOARD SIDING(SEE
ELEVATION FOR TYPE& -
6 LOCATION)(PAINT),PROVIDE
PRE-FINISHED 26 GAUGE FLASHING,MINIMUM 2" A-6.1 ALL MANUFACTURER
WALL SHEATHING,SEE STRUCTURAL CLEARANCE BETWEEN TRIM AND HORIZONTAL REQUIRED FLASHING and _
EXTERIOR WALL SYSTEM,SEE PLANS FOR SURFACE('Z'FLASHING IS ACCEPTABLE) CLOSURE ANGLES
FURTHER INFORMATION -
WEATHER RESISTIVE BARRIER:(2)LAYERS 5/4x4 PRIME TRIM(PAINT) BASEBOARD,SEE ROOM FINISH SCHEDULE
OF GRADED'BUILDING WRAP Or'7YVEK' FLOOR SYSTEM,SEE PLANS FOR FURTHER PRE-FINISHED 26 GAUGE _
STUCCOWRAP INFORMATION PRE-FINISHED(26 GAUGE)FLASHING, FLASHING,MINIMUM 2" FLOOR SHEATHING,SEE STRUCTURAL COPYRIGHT
ANCHOR w/NEOPRENE FASTENERS CLEARANCE BETWEEN 2018
(2)COAT STUCCO SYSTEM w/SELF-FURRING BATT INSULATION(R-30) PRE-FINISHED(26 GAUGE)ROOFING PANEL TRIM AND HORIZONTAL _ P.E.FLOOR TRUSS @ 24"O.C.,SEE STRUCTURAL
METAL LATH SURFACE('Z'FLASHING IS
PRE-FINISHED(26 GAUGE) ACCEPTABLE) P.E.FLOOR TRUSS(CANTILEVER)
CLOSURE ANGLE @ 24"O.C.,SEE STRUCTURAL
BEAM,SEE STRUCTURAL TOP OF SHEATHING TOP OF SHEATHING
^ RIM JOIST,SEE
( \ CONT.METAL =� STRUCTURAL +
2x4 SOFFIT BLOCKING @ 24"O.C. DRIP EDGE I` 00
TOP OF BEAM and BOTTOM OF TRUSS
BOTTOM OF TRUSS Q O
1 / 2x4 SOFFIT BLOCKING @ 24"O.C. 5/4xl2 PRIME TRIM C/D
PROVIDE SOLID RIGID INSULATION @ ACCENT TRIM(PAINT) 1/2"GYPSUM(CEILING)BOARD C/U b
1x4 and 1x8 PRIME TRIM DOOR and WINDOW HEADERS 1x4 PRIME TRIM(PAINT) BATT INSULATION(R-30)
BUILT-UP FASCIA(PAINT)
7RAM
HARDBOARD O
1/2"SOLID HARDBOARD SOFFIT 2x6 DOUBLE 70P PLATE
ANEL(PAINT) 2x6 SUB-FASCIA BOARD PANEL(PAINT)
OUS'S TRIM @ R.S.GLU-LAM BE (STAIN),SEE ./��
TERMINATION, STRUCTURAL CON7IN000S'J'TRIM @ STUCCO FBI ^''0
EATHER TIGHT 1/2"SOLID HARDBOARD SOFFIT PANEL TERMINATION,CAULK WEATHER TIGHT • .Q+ _,A
3 NG MEMBER (PAINT) TO FRAMING MEMBER V1�\xIT BLOCKING A 6.1 y.y VJ 'tt V
M
@ 24"O.C. f Q N V
O
SEE WALL SECTIONS ON SEE WALL SECTIONS ON n/ tj O 4"
Fi V1 N O
SHEEN TYPICAL
FOR THE SHEET A-3.2 FOR THE
ENTRYPORCH DETAIL REMAINING TYPICAL NOTES REMAINING TYPICAL NOTES 0
4 SCALE 1-1/2"=T-0" 4 BATT INSULATION(R-21) C
-\ 1/2"GYPSUM BOARD o/VAPOR („)
RETARDER M
(2)COAT STUCCO SYSTEM 1r
CONTINUOUS METAL DRIP EDGE ARCHITECTURAL COMPOSITE SHINGLES w/SELF-FURRING METAL LATH 2x6 WOOD STUDS @ 24"O.C.(U.N.O.),
O
N
o/ROOFING FELT o/ICE&WATER SHIELD SEE STRUCTURAL
(�
(2)2x6 SUB-FASCIA BOARD @ EAVES and VALLEYS,SEE ROOF PLAN WEATHER RESISTIVE BARRIER:(2) _% �•/
PRESSURE TREATED 2x SILL PLATE
LAYERS OF GRADE'D'BUILDING WRAP _
or TYVEK'STUCCOWRAP WSILL SEALER
lx4 and 1x8 PRIME TRIM BUILT-UP TAPER INSULATION AT TOP OF STEM -� TAPER INSULATION AT TOP OF STEM
FASCIA(PAINT) DOOR ASSEMBLY,SEE DOOR SCH WALL WALL SHEATHING,SEE STRUCTURAL WALL
CONCRETE SLAB,SEE STRUCTURAL CONCRETE SLAB,SEE STRUCTURAL
5/4x4 PRIME TRIM FREEZE BOARD(PAINT) 9 2 2 ucERseo
1 A SOLID HARDBOARD SOFFIT A-6.1 A-3.1 REINFORCED VAPOR RETARDER,LAP A3.1 REINFORCED VAPOR RETARDER,LAP aAARrecn
PANEL(PAINT) HARDBOARD SIDING(SEE ELEVATION SIM. AND SEAL JOINTS ACCORDING TO AND SEAL JOINTS ACCORDING TO R
RUN BUILDING PAPER OVER FLASHING FOR TYPE&LOCATION)(PAINT),PROVIDE SPECIFICATIONS,EMEND OVER 70P OF SPECIFICATIONS,EXTEND OVER TOP OF
FLANGE ALL MANUFACTURER REQUIRED STEM WALL STEM WALL
FLASHING and CLOSURE ANGLES FINISH FLOOR FINISH FLOOR
PRE-FINISHED 26 GAUGE Z FLASHING ^ ;a _ - •sr rosuroc
OVER TRIM BOARD WITH I/4"GAP - - A
j ° ° 2 FINISH GRADE ��R.
5/4x4 PRIME TRIM(PAINT) d
WEATHER RESISTANT BUILDING PAPER z z FINISH GRADE,SLOPE AWAY FROM
PRE-FINISHED 26 GAUGE ROOF TO 4"COMPACTED GRAVEL BASE o/ 77,
RAVEL BASE o/
E 2 STRUCTURE,SEE CIVIL
WALL FLASHING CONCRETE PATIO&COMPACTED STRUCTURAL FIILL OR UNDISTURBED _ LL OR UNDISTURBEDPRE-ENGINEERED TRUSSES @ 24"O.C., BASE,SLOPE AWAY FROM NATIVE SOIL,SEE STRUCTURAL GALVANIZED 26 GAUGE CONTINUOUS IVE SOIL,SEE STRUCTURAL4 PROVIDE ADDITIONAL TRUSSES or STRUCTURE,SEE CIVIL FLASHINGNVEEP SCREED SHEET DATA
ALTERNATE SPACING FOR AREAS 2"RIGID FOUNDATION INSULATION(R-10), IGID FOUNDATION INSULATION(R-10),
SUPPORTING OTHER ELEMENTS STEP FOUNDATION AS REQUIRED STEP FOUNDATION AS REQUIRED DRAWN BY: DG
ROOF SHEATHING,SEE STRUCTURAL CONCRETE FOUNDATION SYSTEM,SEE CONCRETE FOUNDATION SYSTEM,SEE CHEC—BY: JG
ASEE DETAIL IW-5.1 FOR STRUCTURAL .a .° STRUCTURAL - SCALE:
REQUIREMENTS AT FIRE WALL FOOTINGS TO BEAR ON COMPACT FOOTINGS TO BEAR ON COMPACT
CONTINUOUS LEDGER,SEE STRUCTURAL LOCATIONS 3 NATIVE STRUCTURAL
SOIL FILL OR UNDISTURBED NATIVE STRUTURAL
SOIL FILL OR UNDISTURBED DATE: 10/23/2018
PROJECT#: 17036
ROOF TRANSITION DETAIL WALL SECTION WALL SECTION SHEETNOMBER
5 SCALE 1-1/2"=1'-0" SCALE 1/2"=1'-0" SCALE 1/2"=1'-0"
CITY APPROVED PLANS A-3.2
Reviewed Jor Code Compliance
L PLANS MUST BE ON JOB SITE J
FOR ALL INSPECTIONS Page 6 of 6