APPROVED ENG BLD RESUB1 BLD2024-1188+SITE & Architectural_Plan+11.25.2024_3.39.05_PM+4638835SHEET INDEX
N
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
SITE PLAN
SCALE: 1" = 10'
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
NO WORK PERMITTED IN THE CITY RIGHT-OF-WAY.
ALL STAGING, EQUIPMENT, MATERIALS, ETC. SHALL BE
LOCATED ON PRIVATE PROPERTY.
CB
❑®
196TH STREET SW (SR 524)
ENGINEERING DIVISION
APPROVED AS NOTED
12/23/2024
NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
ALL WORK SUBJECT'
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED B
10,
Height
Noise generated by mechanical
equipment must meet the
standards in ECC 5.30
----------------
Separate permit(s) are '
I required for Plumbing and
Mechanical.
I Please obtain a Mechanical
and Plumbing permit should
this project require them.
L---------------
City Of Edmonds
Building Department
Work CONDITIONED SHED
Address 8420 196TH ST SW
-------------------------------------
Owner 02DONTICS
-------------------------------------
Approved Date 12/16/2024
Building Official VfAXEIc
Permit Number BLD2024-1188
A1.0
SHED PLANS
A1.1
SHED DETAILS
A1.2
FLASHING DETAILS
A2.0
SCHEDULES
KEY NOTES
❑1 NEW PORTION OF CONCRETE PAD WITH BROOM FINISH AT SHED ACCESS
DOOR. SLOPE TO DRAIN AWAY FROM STRUCTURE, TYP. GC TO VERIFY
EXISTING CONDITIONS AND CONFIRM EXTENT OF WORK WITH OWNER AND
ARCHITECT PRIOR TO CONSTRUCTION.
❑2 EXISTING LANDSCAPE TO REMAIN AT AREA OF WORK AROUND NEW SHED. IF
DAMAGED BY CONSTRUCTION, PATCH AND REPAIR AS NECESSARY TO MATCH
EXISTING LANDSCAPING. REPLACE GRASS GROUNDCOVER AT DEMOLISHED
SHED TO MATCH ADJACENT. ENSURE PLANTINGS DO NOT INHIBIT ACCESS TO
NEW STRUCTURE OR INHIBIT BUILDING MAINTENANCE.
SITE DATA
LOT COVERAGE
LOT COVERAGE: AREA OF PRIMARY EXISTING BUILDING: C1,438 S.F.
AREA OF NEW SHED: 117 S.F.
AL1,655JSF1GROSS LOT AREA:
1,555/13,996 S.F. = 11%
AREA OF WORK:
270 SF (1.9% OF LOT)
SITE PLAN NOTES
1. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT NOTIFY ARCHITECT.
2. DIMENSIONS MARKED t MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM
INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT.
SECURE ARCHITECT'S APPROVAL.
3. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCAi ON(S) OF NEW
CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE
LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION.
4. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N.
5. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE.
6. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE.
7. AUTOMATIC IRRIGATION NOT REQUIRED PER ECDC 20.13.020.E
SITE PLAN LEGEND
_ _ PROPERTY LINE
BUILDING SETBACK
EXISTING CONCRETE CURB
x EXISTING FENCE
— — — — AREA OF DEMOLITION
g. r EXISTING PAVED AREA (CONCRETE)
177.7 NEW PAVED AREA (CONCRETE)
W W W EXISTING LANDSCAPE AREAS
BLD2024-1188
RESUB
Nov 26 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A
10448
r• RE . -RED
AR ECT
JAMIE L TRENDA
STATE OF wA51�lNGTJN
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REVISIONS
NO. DATE
BY
10/18/24
CITY
0
0
0
0
0
ISSUE DATES
DESIGN APPROVAL:
8/21/24
PERMIT SUBMITTAL:
9/09/24
PERMIT RECEIVED:
BID DOCS:
CONSTR. DOCS:
Ll
24"x36" SCALE:
AS NOTED
PLOT DATE:
11-18-2024
CAD FILE:
23-217_AO.5
JOB NUMBER:
23-217
CHECKED:
JB
DRAWN:
JB
STATUS:
SHED PERMIT
SITE PLAN
A005
SIMPSON HDU2 a
HOLDOWN W/
SSTB16 ANCHOR,
TYP. EA CORNER °
a
a
a 14°
a
��CD
° 4
a�-- °.--°—a 4 a _ —
MINI —SPLIT
° 101A
HEAT PUMP -------------
PER MFR.
NOTE: UNIT NOT TO
EXCEED 17,000 BTU/
HR. THERMOSTAT TO
BE RESTRICTED NOT 3'-6" 6'-0" 3'-6"
TO HEAT ABOVE 507.
HEATING AND COOLING
LOADS AND SYSTEM 7 4
SIZING TO MEET 2021
WSEC C403.1.2 &
C403.3.1.
FLOO�RPL AN
SCALE: 1 /4" = 1'-0"
L0.+9--j_lL/4-'A. f
PATE
+ 0'-0" A.F.F.
T.O. SLAB
L
5" CONCRETE SLAB (USE REBAR
AS NOTED ON 6/A1.0) OVER
GRANULAR BASE COURSE
6X6 POST TYP. EA. CORNER
LINE OF FOUNDATION, TYP.
8" X 12" STATIC WALL VENT WITH
INSECT SCREEN.
3
1.0
SURFACE MOUNT LIGHT FIXTURE
WALL MOUNTED SWITCH; SEE
ELECTRICAL PLANS
(2) WALL MOUNTED SCONCES
FASCIA BOARD AND TRIM — PAINT
ACCENT COLOR PER CLIENT
WOOD SIDING AT SOFFITS — PAINT
MAIN BUILDING COLOR PER CLIENT
STATIC WALL VENT WITH BIRD SCREEN,
PAINT TO MATCH SIDING COLOR.
VERTICAL WOOD SIDING — PAINT
MAIN BUILDING COLOR PER CLIENT.
FOUNDATION BELOW
_J
SIDE ELEVATION (EAST)
SCALE: 1 /4" = 1'-0"
+8'-11" A.F.F
T.O. PLATE
+ 0'-0" A.F.F.
T.O. SLAB
L
FASCIA BOARD AND TRIM — PAINT
ACCENT COLOR PER CLIENT
WOOD SIDING AT SOFFITS — PAINT
MAIN BUILDING COLOR PER CLIENT
VERTICAL WOOD SIDING — PAINT
MAIN BUILDING COLOR PER CLIENT.
MINI —SPLIT HEAT PUMP, PER MFR.
FOUNDATION BELOW
_J
15-0"
ROOF PLAN
SCALE: 1 /4" = 1'-0"
+9'-4 r 1/4" A f
T.O. PLATE
+7'-2" A.F.F.
T.O. DOOR (
+ 0'-0" A.F.F.
T.O. SLAB
L
NOTE: REFERENCE 11/A1.1 FOR FRAMING Q
1
J
2X OUTRIGGERS @ 16" O.C.
W/ (2) 16d END NAILS TO
ADJACENT JOIST AND
SHEATHING EDGE NAILING, TYP.
2X6 WOOD JOISTS @ 16" O.C.
WALLS BELOW, TYP.
MC ELROY MIRAGE II METAL
PANEL ROOFING (COLOR:
GALVALUME PLUS). INSTALL PER
MANUFACTURER'S REQUIREMENTS
OVER ICE/ WATER SHIELD OR
(1) LAYER 30# FELT, OVER
15/32" APA—RATED PLYWOOD
ROOF SHEATHING. FACE GRAIN
PERPENDICULAR TO ROOF
FRAMING & NAIL W/ 8d ® 4"
O.C. @ EDGES, 12" O.C. @ FIELD
TRANSOM WINDOWS. SEE
DETAILS 4&7/A1.0 FOR MORE
INFORMATION.
EXTERIOR WOOD FRAMED WINDOWS
3 ® 1'—O" x 3'-11" EA.)
ASCIA BOARD AND TRIM — PAINT
ACCENT COLOR PER CLIENT
JOOD SIDING AT SOFFITS — PAINT
IAIN BUILDING COLOR PER CLIENT
2) WALL MOUNTED SCONCES
XTERIOR WOOD DOOR —
:EDAR COLOR WOOD STAIN
'ERTICAL WOOD SIDING — PAINT
IAIN BUILDING COLOR PER CLIENT.
FOUNDATION BELOW
FRONT ELEVATION (SOUTH)
SCALE: 1 /4" = 1'-0"
dh +8'-11" A.F.F
T.O. PLATE
+ 0'-0" A.F.F.
T.O. SLAB
L
J
c'ASCIA BOARD AND TRIM — PAINT
ACCENT COLOR PER CLIENT
JOOD SIDING AT SOFFITS — PAINT
IAIN BUILDING COLOR PER CLIENT
'ERTICAL WOOD SIDING — PAINT
IAIN BUILDING COLOR PER CLIENT.
FOUNDATION BELOW
4DE ELEVATION (WEST) REAR ELEVATION (NORTH)
5 6
LE: 1 /4" = 1'-0"
DEFERRED PERMITS
THE GENERAL CONTRACTOR (GC) AND THE CC'S SUBCONTRACTOR(S) SHALL BE RESPONSIBLE FOR
COORDINATING ALL DEFERRED SUBMITTALS AND VERIFYING COMPLIANCE WITH LOCAL AUTHORITIES
AND ALL CURRENT CODES, REGULATIONS AND REQUIREMENTS. THE DEFERRED SUBMITTAL ITEMS
SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED
BY THE BUILDING OFFICIAL.
MECHANICAL AND/OR PLUMBING:
1. THE MECHANICAL AND PLUMBING WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN —BUILD.
THE GC SHALL SUBMIT WITH THE BID A PROPOSED HVAC, PLUMBING AND MED GAS DRAWINGS THAT
COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND
REQUIREMENTS.
2. THE GC'S MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL
NECESSARY MECHANICAL PERMITS AS APPLICABLE.
3. THE GC'S PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL
NECESSARY PLUMBING PERMITS AS APPLICABLE.
ELECTRICAL / LIGHTING AND/OR LOW VOLTAGE:
1. THE ELECTRICAL, LIGHTING AND LOW VOLTAGE WORK FOR THE PROJECT SHALL BE PERFORMED AS
DESIGN —BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED ELECTRICAL DRAWING THAT
COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND
REQUIREMENTS.
2. THE GC'S ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL
NECESSARY ELECTRICAL PERMITS AS APPLICABLE.
GENERAL DESIGN REVIEW NOTES
A) BUILDING DESIGN SHALL COMPLY WITH ECDC 20.11.030 TO AVOID CONFLICT WITH EXISTING
CHARACTER OF THE NEARBY AREA. PAINT COLORS TO AVOID EXCESSIVE BRILLIANCE OR
BRIGHTNESS. MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE SCREENED FROM VIEW
FROM THE STREET LEVEL BY THE EXISTING FENCES AND LANDSCAPING.
BUILDING DESIGN INCLUDES ARCHITECTURAL FENESTRATION AND THE USE OF PRIMARY AND ACCENT
MATERIALS AT A SCALE APPROPRIATE TO THE STRUCTURE. NO SIGNS ARE INCLUDED ON THE SHED.
B) SITE TREATMENT TO BE LOW IMPACT WITH MINIMAL REMOVAL OF EXISTING SHRUBBERY AND
INCLUDES NO CHANGES TO GRADING. EXISTING LANDSCAPING ADJACENT TO NEW SHED TO BE
APPROPRIATELY TRIMMED BACK TO PROVIDE CLEAR ACCESS TO SHED DOOR AND AROUND
STRUCTURE FOR PROPER CONTINUED MAINTENANCE. EXISTING SURROUNDING GROUNDCOVER TO
REMAIN. AREA WHERE EXISTING SHED IS REMOVED SHALL RECEIVE GROUNDCOVER TO MATCH ITS
SURROUNDINGS. ALL STORED ITEMS TO BE CONTAINED WITHIN THE SHED, AND NOT LEFT TO
ACCUMULATE OUTSIDE. EXTERIOR LIGHTING PROVIDED FOR NECESSARY SAFETY AND SECURITY, AND
SHALL AVOID EXCESSIVE BRIGHTNESS.
C) OTHER CRITERIA: N/A
PROJECT DATA
SITE & BUILDING:
JURISDICTION: CITY OF EDMONDS
ZONE: RM-2.4
OCCUPANCY CLASSIFICATION (USE): W
CONSTRUCTION TYPE/CLASS: TYPE V—B
SITE AREA: 1Q 13,996 S.F. (0.3 ACRES)
SHED AREA: 117 S.F
LHUMAN
ED IS INTENDED TO HOUSE ELECTRIC EQUIPMENT WITH INSTALLED
TALING NOT LESS THAN 7 WATTS PER S.F. AND NOT INTENDED FOR
CCUPANCY.
DESIGNCODES:
2021 INTERNATIONAL BUILDING CODE
2021 INTERNATIONAL FIRE CODE
2021 INTERNATIONAL MECHANICAL CODE
2021 WASHINGTON STATE ENERGY CODE
WITH WASHINGTON STATE AND CITY OF EDMONDS AMENDMENTS TO THE
ABOVE CODES.
CLIENT: PROPERTY OWNER:
GREEN CITY DENTAL MOONBEAR 74 LLC
8405 196TH ST. SW 8420 196TH STREET SW
EDMONDS, WA 98026 EDMONDS, WA 98026
CONTACT: DR. REBECCA TAYLOR
EMAIL: drbecddse@gmail.com
ARCHITECT-
MAGELLAN ARCHITECTS
8383 158TH AVE NE #280
REDMOND, WA 98052
PH: (425) 885-4300
FAX: (425) 885-4303
RECORD ARCH: JAMIE TRENDA
PM CONTACT: PAIGE LAUER
EMAIL: paige@mmagellanarchitects.com
METAL PANEL ROOF
ICE/WATER SHIELD OR (1) LAYER 30# FELT
15/32" APA—RATED PLYWOOD ROOF SHEATHING PER 2/A1.0 7
2X6 ROOF JOISTS ® 16" O.C. PER 2/A1.0 1.1 9
R-21 BATT INSULATION WITH VAPOR BARRIER ON WARM SIDE 1.1
> 6 5/8" TYPE Y GWB AT CEILING 1/2" PER FT _
A1.1 MIN. SLOPE
> _ _ tl
+g'-4 1 /4" A.F.F.
Y I.O. PLATE 'J
Ah +8'-11" A.F.F. I
T.O. PLATE
6"
DBL 2X TOP PLATE TYP UNLESS o
NOTED OTHERWISE. WHERE SPLICED, f r 1
PROVIDE 4'-0" MIN. LAP W/ (2)
+7'-2" A.F.F. ROWS 16d @ 6" O.C. STAGGERED.
T.O. DOOR R.O.CORNER CONNECTIONS PER 10 & 3
11/A1.1. 1.1
#4 VERT @ 16" O.C. W/
STD HOOK @ BOTTOM,—
TYP. @ CURB
+0'-0" A.F.F.
T.O. SLABNXv o
/\I_ \ v /
// /� /
\�\\ 1'-0" TYP.
BUILDING SECTION
SCALE: 3/4" = 1'-0"
TYPICAL WALL CONSTRUCTION
VERTICAL WOOD SIDING
WATER RESISTIVE BARRIER
15/32" APA—RATED PLYWOOD SHEATHING W/ 8d @ 6" O.C. ® EDGES,
12" O.C. ® FIELD (PROVIDE BLKG FOR EDGE NAILING @ HORIZONTAL
PANEL EDGES)
2X6 WOOD STUDS ® 16" O.C.
R-21 BATT INSULATION W/ VAPOR BARRIER ON WARM SIDE
5/8" TYPE Y GWB ON INTERIOR SIDE PAINT COLOR PER CLIENT
24"
#4 X ® 24" O.C.
TYP; ALIGN W/ SLAB BARS
I
2
1
STRUCTURAL NOTES:
1. ALL WOOD FRAMING SHALL BE HEM —FIR #2 OR DOUG—FIR #2.
2. CONCRETE SHALL BE 4000 PSI MIN W/ 6% f1% AIR ENTRAINMENT.
3. CONCRETE REINFORCING SHALL BE GRADE 60 DEFORMED BARS.
4. NAILS SHALL BE FULL—LENGTH COMMON.
5. PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.2 FASTENING
SCHEDULE UNLESS NOTED OTHERWISE.
6. INSTALL ALL HARDWARE PER MANUFACTURER RECOMMENDATIONS.
#4 ® 12" O.C. MID —DEPTH
OF SLAB, TYP. EACH WAY
4
1.1 CONCRETE FOUNDATION
r �
v a
CLER TYP.
CLR.,
— 4" COMPACTED GRAVEL /CO\ TYP\/\ (2) #4 LONGITUDINAL
— 6 MIL VAPOR BARRIER \BOTTOM BARS, TYP.
10448
4'.
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JAN11E L TRENDA
STATE OF VVASI�INGTJN
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REVISIONS
N0. DATE
BY
A 10/18/24
CITY
A
0
A
0
ISSUE DATES
DESIGN APPROVAL:
8/21 /24
PERMIT SUBMITTAL:
9/09/24
PERMIT RECEIVED:
BID DOCS:
CONSTR. DOCS:
24"06" SCALE:
AS NOTED
PLOT DATE:
11-19-2024
CAD FILE:
23-217 A1.0-A1.1
JOB NUMBER:
23-217
CHECKED:
JB
DRAWN:
CK
STATUS:
SHED PERMIT
SHED PLANS
Al
■
5/8" TYPE 'X' GWB
WOOD STUDS WITH BATT
INSULATION AND VAPOR
BARRIER ON WARM SIDE PER
SECTION
PLYWOOD SHEATHING PER
SECTION
MOISTURE RESISTANT FURRING,
DIRECT APPLIED
WOOD SIDING PER ELEVATIONS
WATER -RESISTIVE BARRIER,
LAP OVER AND BEHIND
FLASHING
PLATE WASHER
1 /4" X 3" X 3"
(1) #4 @ TOP OF CURB
C5/8- 0 J-BOLT W/ 7" MINMBED TO FOUNDATION
48" O.C. MAX.
EXISTING GRADING TO
REMAIN
=ICALLY
CONCRETE FOUNDATION
PER FLOOR PLAN /
SECTION
z
00
WOOD SIDING BASE
SCALE: 3" = 1'-O"
ARCHITECTURAL
METAL ROOF PANEL
SEAM AND PANEL
PROFILES VARY
HIGH TEMPERATURE
UNDERLAYMENT
SEE NOTE 4
3
PT 2X
SILL PLATE
REINFORCING
PER 7/A1.0
40
/Q
METAL RAKE FLASHING -
SEE NOTES 2 AND 3
CONTINUOUS CLEAT -OPTIONAL
SEE NOTE 2
ROOF AND WALL PROFILE
PER PLAN
NOTES:
1. SPECIFIC FASTENING REQUIREMENTS ARE NOT INDICATED AS THEY VARY FROM SYSTEM TO SYSTEM DEPENDING ON
PANEL MANUFACTURER'S REQUIREMENTS, WIND ZONE AND BUILDING CODE.
2. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL
FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR PERIMETER EDGE -METAL THICKNESS AND
CLEAT RECOMMENDATIONS.
3. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.
4. REFER TO METAL PANEL SYSTEM MANUFACTURER AND UNDERLAYMENT MANUFACTURER RECOMMENDATIONS FOR
ACCEPTABLE PRODUCT SELECTION
RAKE EDGE FLASHING
SCALE: NTS AM-5A
SHEET -METAL RIDGE CAP
WITH DRIP EDGE FLASHING
Z-CLOSURE SET IN SEALANT TAPE
AND FASTENED OR SOLDERED AS
MATERIAL PERMITS SEE NOTE 2. .
ARCHITECTURI
ROOF PANEL
SEAM AND PE
PROFILES VAF
ASHING
Y
ROOF SUBSTRATE
HIGH TEMPERATURE
UNDERLAYMENT--
SEE NOTE 4
PANEL CLOSURE
PANEL CLOSURE
NOTES:
1. SPECIFIC FASTENING REQUIREMENTS ARE NOT INDICATED AS THEY VARY FROM SYSTEM TO SYSTEM DEPENDING ON PANEL
MANUFACTURER'S REQUIREMENTS, WIND ZONE AND BUILDING CODE.
2. IF THE Z-CLOSURE IS FASTENED THROUGH THE ROOF DECK, THE PANELS ARE FIXED ALONG THE RIDGE. IF THE
Z-CLOSURE IS FASTENED TO THE PANELS WITH POP RIVETS OR SOLDERED, THE PANELS ARE NOT FIXED AT THE RIDGE
(I.E., FLOATING).
3. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.
4. REFER TO METAL PANEL SYSTEM MANUFACTURER AND UNDERLAYMENT MANUFACTURER RECOMMENDATIONS FOR
ACCEPTABLE PRODUCT SELECTION
RIDGE FLASHING
WALL CONSTRUCTION PER
PLAN/ SCHEDULE
WOOD SIDING PER ELEVATIONS
MOISTURE RESISTANT FURRING,
DIRECT APPLIED
DOORJAMB
SCALE: 3" = 1'-O"
ARCHITECTURAL METAL ROOF PANEL
SEAM AND PANEL PROFILES VARY
PANEL CLIP -MIN. TWO
FASTENERS PER CLIP
OPTIONAL:
STRIPPING PLY
WATER AND ICE -DAM
PROTECTION MEMBRANE
T-TYPE DOWNSLOPE
PERIMETER EDGE -METAL
FLASHING -
SEE NOTES 3 AND 4
WOOD TRIM
CLOSED CELL
SPRAY FOAM
SEALANT
WOOD TRIM
LEAVE APPROPRIATE GAP
AND CAULK
WATER RESISTIVE BARRIER/ AIR
BARRIER; WRAP INTO JAMB
FOLD PANEL
PANS TO ENGAGE EDGE
METAL
Sr `�5sf
OPTIONAL: INSTALL
SEALANT AT ENDS OF
VERTICAL SEAMS
SEE NOTE 2
OPTIONAL: CONTINUOUS CLEAT -
SEE NOTE 3
NOTES:
1. SPECIFIC FASTENING REQUIREMENTS ARE NOT INDICATED AS THEY VARY FROM SYSTEM TO SYSTEM DEPENDING ON
PANEL MANUFACTURER'S REQUIREMENTS, WIND ZONE AND BUILDING CODE.
2. DIMENSIONS SHOULD ACCOMMODATE EXPECTED MOVEMENT. REFER TO SECTION 4.12 FOR INFORMATION ABOUT THERMAL
MOVEMENT CONSIDERATIONS.
3. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL
FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR PERIMETER EDGE -METAL THICKNESS AND
CLEAT RECOMMENDATIONS.
4. REFER TO THE INTRODUCTION IN CHAPTER 10-CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION.
5. REFER TO METAL PANEL SYSTEM MANUFACTURER AND UNDERLAYMENT MANUFACTURER RECOMMENDATIONS FOR
ACCEPTABLE PRODUCT SELECTION
EAV E FLASHING
SCALE: 1" = 1" AM-1A
x
Q
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n
LyP STUD WAL�LC�O RNER
SHIMS ® FASTENERS
UNDER SILL TO DRAIN
WOOD SILL
CONT. SEALANT &
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INSECT SCREEN
WATER RESISTIVE
BARRIER/ AIR BARRIER
WOOD TRIM-
00
QLOW BEAM PER 2/A1.0 TO
1 SPAN FULL LENGTH OF WALL
CLOSED CELL SPRAY FOAM
AROUND DOOR FRAME (AIR SEAL)
WINDOW PER PLAN/
SECTION
SILL FLASHING BIB PER
WINDOW WRAP SEQUENCE
WRAP W.R.B. / AIR BARRIER
OVER AND BEHIND FLASHING
AND OVER DOOR HEAD
LEAVE APPROPRIATE GAP
AND CAULK
WOOD TRIM
INSECT SCREEN
PRE -FINISHED FLASHING W/
DRIP EDGE & END DAMS
SEALANT & BACKER ROD
WALL SHEATHING AND
NAILING PER 7 A1.0
SHIM
WOOD DOOR AND FRAME
DOOR HEAD / WINDOW SILL
SCALE: 1 1 /2" = 1'-O"
ROOF UNDERLAYMENT;—
LAP OVER W.R.B.
PLYWOOD SHEATHING PER
7/A1.0
METAL PANEL ROOFING —
WOOD JOISTS W/ BATT—
INSUL. PER ROOF PLAN/
SECTION
GWB INTERIOR
FINISHES PER SECTION
TOP PLATE PER-
11 /A1.1
WOOD TRIM
CONT. SEALANT &
BACKER ROD EA. SIDE
HIGH BEAM PER 2/A1.0
TO SPAN FULL LENGTH
OF WALL
2X BLOCKING BETWEEN JOISTS/
OUTRIGGERS W/ ROOF SHEATHING
EDGE NAILING & A35 0 16" O.C.
BLOCKING -TO -TOP PLATE, TYP.
0 ALL ELEVATONS
GALV. ALUM. 'L'
FLASHING W/ DRIP
p
i EDGE
FASCIA BOARD
WOOD SOFFIT
c
SEALANT
FRIEZE BOARD
00/00 WRAP W.R.B./ AIR BARRIER
OVER AND BEHIND FLASHING
AND OVER WINDOW HEAD
INSECT SCREEN
HEAD FLASHING W/
DRIP EDGE
WALL SHEATHING AND
NAILING PER 7/A1.0
SHIM
WINDOW PER 5/A1.0
WINDOW HEAD DETAIL & TYP.
ROOF -TO -WALL CONNECTION
SCALE: 1 1 /2" = 1'-O"
+9'-4 1/4" A.F.F.
T.O. PLATE
+7'-2" A.F.F.
T.O. DOOR OPEI`
POST PER 1/A1.0, TYP.
STUDS PER 7/A1.0, TYI
PROVIDE (2) STUDS EA
OF DOOR OPENING, TYP
dh + 0'-0" A.F.F. _
T.O. SLAB
ROOF FRAMING PER 2/A1.0
(NOT SHOWN FOR CLARITY)
2X6 PLATE W/ (2) 10d
12" O.C. PLATE -TO -BEAM
HIGH BEAM PER 2/A1.0 W/
SIMPSON EPC6Z CAP EA END
LAP TOP MEMBER OF
PERPENDICULAR DBL 2X TOP
PLATE OVER BEAM @ CORNER,
TYP. ATTACH W/ (4) 16d
PLATE -TO -BEAM
(2) 2X6 TYP W/ (3) 10d
TOE NAILS TOP & BOTT
LOW BEAM PER 2/A1.0
W/ SIMPSON HH6 HANGER
EA END
CURB PER 1/A1.1, TYP.
FRONT ELEVATION FRAMING
DOOR THRESHOLD
SCALE: 3" = 1'-O"
EDGE SAW Cl
CIRCULAR NOT(
V NOT(
LET -IN NOT(
MAX NOT(
DEPTH PI
SCHEDUI
NOTCHES IN STUDS
u
►�llJll'�'III]I:
MAX BORED HOLE
DIAMETER PER
SCHEDULE
STUD WIDTH,
MINIMUM
us] to
EQ
2x LARGER HOLE,
SIZE, MINIMUM
BORED HOLES IN STUDS
EXTERIOR/BEARING/SHEAR WALL STUD PENETRATION
STUD SIZE
MAX NOTCH DEPTH
MAX BORED HOLE DIAMETER
2X6
1-3/8"
2-1/8"0
EXTERIOR STUD WALL DETAILS
SCALE: NTS
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REVISIONS
N0. DATE
BY
10/18/24
CITY
0
0
0
0
0
ISSUE DATES
DESIGN APPROVAL:
8/21 /24
PERMIT SUBMITTAL:
9/09/24
PERMIT RECEIVED:
BID DOCS:
CONSTR. DOCS:
24"06" SCALE:
AS NOTED
PLOT DATE:
11-20-2024
CAD FILE:
23-217 A1.0-A1.1
JOB NUMBER:
23-217
CHECKED:
JB
DRAWN:
CK
STATUS:
SHED PERMIT
SHED DETAILS
SCALE: 1" = 1" AM-6A
SCALE: NTS
SCALE: 1 /4" = 1'-0"
1. BUILDING ENVELOPE/WRB BASIS OF DESIGN:
1.1. WRB: 'WRAPSHIELD SA' BY VAPROSHIELD: INCLUDES APPROPRIATE SEAM SEALING TAPE(S) AND
ACCESSORIES
1.2. S.A.M. (SELF-ADHESIVE MEMBRANE); W.R. MEADOWS/SEALTIGHT 'MEL-ROL'
1.3. SILL FLASHING: SUREFLASH NON -ADHESIVE (SHEET) FLASHING BY SURE FLASH LLC
1.4. MUD SILL GASKET: BG-65 STRUCTURAL GASKET BY CONSERVATION TECHNOLOGY
1.5. LIQUID FLASHING: VAPROLIQUI- FLASH BY VAPROSHIELD
1.6. HEAD FLASHING BED: DOW CORNING 758 SILICONE WEATHER BARRIER SEALANT
1.7. FASTENERS & SEAMS: R-GUARD JOINT & SEAM FILLER BY PROSOCO
1.8. SEALANT: R-GUARD AIRDAM BY PROSOCO
2. WHOLE BUILDING AIR -LEAKAGE TESTING SHALL BE PERFORMED WHEN REQUIRED, IN ACCORDANCE WITH THE 2021 WSEC
3. CONTRACTOR SHALL PERFORM ALL WORK WITHIN THIS SCOPE IN ACCORDANCE AND COMPLIANCE WITH ALL RELEVANT CITY,
COUNTY, STATE AND/OR FEDERAL ORDINANCES, LAWS, REGULATIONS AND CODES. CONTRACTOR SHALL COMPLY WITH ALL
REQUIREMENTS ESTABLISHED BY THE 2021 INTERNATIONAL BUILDING CODE (IBC) AND 2021 WASHINGTON STATE ENERGY CODE
WITH APPROPRIATE STATE AND LOCAL JURISDICTION AMENDMENTS.
4. CONTRACTOR SHALL MAINTAIN THE JOBSITE IN A CLEAN AND WORKMANLIKE CONDITION. ANY DEBRIS GENERATED DURING
CONSTRUCTION SHALL BE REMOVED FROM THE JOBSITE CONTINUALLY. THE JOBSITE SHALL BE LEFT IN A CLEAN AND NEAT
CONDITION AT THE END OF EACH WORKDAY. DEBRIS REMOVAL FROM THE JOBSITE SHALL BE ONGOING. CONTRACTOR SHALL
DISPOSE ALL MATERIALS AND DEBRIS IN A LEGAL MANNER. ALL PEDESTRIAN AND VEHICULAR ACCESS -WAYS SHALL BE
MAINTAINED IN A CLEAN CONDITION THROUGHOUT THE PROJECT.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW SPECIFIED WATERPROOFING SYSTEMS AND INCORPORATION THEREOF. CONTRACTOR SHALL VERIFY
THE MATERIAL COMPATIBILITY OF ALL WATERPROOFING COMPONENTS, SUCH AS SEALANTS, CLOSED -CELL BACKER ROD,
SELF -ADHERING MEMBRANE, ETC., UTILIZED IN CONJUNCTION WITH OTHER WATERPROOFING OR BUILDING SYSTEM COMPONENTS,
SHOULD THE CONTRACTOR DECIDE TO REQUEST MATERIAL SUBSTITUTION FROM THOSE SPECIFIED BY THE ARCHITECT.
7. PRIOR TO PURCHASING AND INSTALLATION, THE CONTRACTOR SHALL PROVIDE THE ARCHITECT FOR THEIR APPROVAL, SHOP
DRAWINGS AND SPECS FOR ALL METAL FLASHING AND COUNTER-FLASHINGS IN ORDER TO DEMONSTRATE THEIR UNDERSTANDING
OF THE DETAILS.
8. CONTRACTOR IS SOLELY RESPONSIBLE FOR QUALITY CONTROL AND ASSURANCE OF THE WORK PERFORMED BY THE CONTRACTOR,
ITS AGENTS, EMPLOYEES OR ANY SUBCONTRACTOR EMPLOYED OR OTHERWISE RETAINED BY THE CONTRACTOR. CONTRACTOR IS
FURTHER RESPONSIBLE FOR PROPER INTEGRATION OF BUILDING COMPONENTS TO PROVIDE A WEATHER -RESISTIVE BUILDING
SYSTEM AS INTENDED BY THE DETAILS PROVIDED BY ARCHITECT.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS AND METHODS OF WORK AND SHALL CARRY OUT ALL WORK IN
COMPLIANCE WITH THE BEST INDUSTRY STANDARDS AND IN COMPLIANCE WITH PUBLISHED MANUFACTURER'S INSTALLATION
INSTRUCTIONS AND STANDARDS REFERENCED IN THE SPECIFICATIONS.
10. MOCKUP(S) OF ALL BUILDING ENVELOPE COMPONENTS SUCH AS WINDOWS, DOORS, WRB, CLADDING AND PENETRATION
INSTALLATION MUST BE CARRIED OUT PRIOR TO COMMENCEMENT OF EXTERIOR ENVELOPE WORK.
11. DETAILS MAY NOT BE MODIFIED, REVISED OR ELIMINATED BY THE CONTRACTOR WITHOUT PRIOR WRITTEN CONSENT
12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND SCHEDULE FOR INSPECTION AND APPROVAL OF THE WORK PERFORMED
WITH RESPECT TO EACH OF THE WATERPROOFING COMPONENTS.
13. UNLESS OTHERWISE NOTED, ALL EXPOSED METAL FLASHINGS AND COUNTER-FLASHINGS SHALL BE MADE OF MINIMUM 24 GA
PRE -FINISH SHEET METAL. METAL FLASHING SHALL CONFORM TO SMACNA, NRCA, BUILDING CODE AND OTHER RELEVANT CODES
AND INDUSTRY STANDARDS. THE VERTICAL LEGS OF SAID FLASHINGS SHALL BE MINIMUM 6 INCHES LONG. THE JOINTS OF
PRE -FINISH METAL FLASHINGS SHALL BE BENT IN PLACE SUCH AS TO PREVENT MOISTURE MIGRATION PAST THE END DAMS.
ALL CONCEALED METAL FLASHING AND COUTER-FLASHING PIECES SHALL BE 24 GA G-90 GALVANIZED SHEET METAL OR
SCHEDULE 307 STAINLESS STEEL. JOINTS OF ALL FLASHING PIECES OTHER THAN PRE -FINISH METAL MUST BE WELDED OR
SOLDERED. ALL METAL FLASHING SYSTEMS SHALL BE MANUFACTURED & INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL
SHEET METAL MANUAL PUBLISHED BY SMACNA. UNLESS OTHERWISE NOTED, ALL METAL HEAD FLASHINGS SHALL HAVE A
MINIMUM 1/2"-TALL END -DAMS. UNLESS OTHERWISE NOTED, ALL SILL PAN FLASHINGS SHALL HAVE END- AND BACK -DAMS.
UNLESS OTHERWISE NOTED ALL FLASHINGS AND COUNTER FLASHINGS (METAL AND OTHERWISE) SHALL BE SET IN A CONTINUOUS
BEAD OF NON SKINNING BUTYL SEALANT OR APPROVED EQUAL.
14. UNLESS OTHERWISE NOTED, ENGINEERED SEALANT JOINTS SHALL BE 1/2-INCH MINIMUM WIDE BY 1/4-INCH MINIMUM DEEP IN
AN ATTEMPT TO MAINTAIN A 2:1 RATIO. SEALANTS SHALL BE ONE -PART SILICONE SEALANT & SINGLE -PART POLYURETHANE
FOR SURFACE APPLICATION AND NON -SKINNING BUTYL FOR INSTALLATION BETWEEN CONCEALED MATERIAL INTERFACES.
ACCEPTABLE SEALANTS INCLUDE BUT ARE NOT LIMITED TO DOW CORNING 790 AND 795 SILICONE BUILDING SEALANT, SIKAFLEX
15 LM, AND SONOLASTIC 150 VLM.
15. WEATHER -RESISTIVE BARRIER (WRB) SHALL BE COMPRISED OF (1) LAYER OF HIGH-PERFORMANCE VAPROSHIELD-WRAPSHIELD SA
BREATHABLE UNDERLAYMENT MANUFACTURED BY VAPROSHIELD, LLC. NO SUBSTITUTION IS ALLOWED WITHOUT PRIOR APPROVAL.
REFER TO DETAILS ON THIS SHEET FOR ADDITIONAL INFORMATION AND OVERLAP REQUIREMENTS.
16. WINDOW AND DOOR UNITS INSTALLED WITHIN THE EXTERIOR WALL SYSTEM MAY NEED TO BE FURRED OUT TO ALLOW FOR
PROPER DRAINAGE. IF THIS IS THE CASE, THE FURRING MATERIAL SHALL BE PVC BATTENS OR PRESSURE -TREATED SOLID
BLOCKING.
17. THE ROUGH OPENING FOR WINDOWS MUST BE 1/2" WIDER AND 1/2"+ TALLER THAN THE WIDTH & HEIGHT OF THE WINDOW UNIT
AS THE SILL PAN WILL LIFT THE WINDOW UNITS BY APPROXIMATELY 1/8"-1/4" OFF THE SILL. REFER TO WINDOW MFR'S
INSTALLATION MANUAL FOR ADDITIONAL ROUGH OPENING REQUIREMENTS.
18. UNLESS OTHERWISE NOTED ON THE PLANS, ALL WOOD BLOCKING SHALL BE PRESSURE -TREATED LUMBER. IF SUCH MATERIAL IS
CUT ONSITE, CUT ENDS MUST BE TREATED WITH STANDARD WOOD PRIMERS IMMEDIATELY.
19. WINDOW AND DOOR PENETRATION WRAPS SHALL CONSIST OF VAPROSHIELD-WRAPSHIELD IT INTEGRATED TAPE,
VAPRO-LIQUIFLASH, ETC. AS MANUFACTURED BY VAPROSHIELD LLC. INSTALL PENETRATION WRAPS PER MANUFACTURER'S
RECOMMENDATIONS AS WELL AS THE WATERPROOFING DETAILS. USE FACTORY PRE -FORMED CORNERS. USE APPROPRIATE
PRIMER FOR APPLICATIONS AT EXTERIOR SHEATHING OR WHERE THE SURFACE TEMPERATURE IS BELOW 40-DEGREE FAHRENHEIT
PURSUANT TO THE MANUFACTURER'S INSTRUCTIONS.
20. UNLESS OTHERWISE NOTED, SELF -ADHERING MEMBRANE (S.A.M.) SHALL BE MINIMUM OF 9" WIDE WRAPSHIELD S.A.M.
MANUFACTURED BY VAPROSHIELD LLC; OR W.R. MEADOWS MEL-ROL (FOR BELOW GRADE APPLICATIONS). USE APPROPRIATE
PRIMER FOR APPLICATIONS AT EXTERIOR SHEATHING OR WHERE THE SURFACE TEMPERATURE IS BELOW 40-DEGREE FAHRENHEIT
PER MANUFACTURER'S RECOMMENDATIONS.
21. WHERE THROUGH WALL PENETRATIONS OCCUR (e.g., HOSE BIBS, PIPES, ELECTRICAL BOXES, LIGHT FIXTURES, ETC.) INSTALL 24
MIL THERM FLASH PENETRATION WRAP & BUTYL TAPE AS WELL AS WRB APRONS PER WATERPROOFING DETAILS.
22. THE BUILDING ENVELOPE SYSTEM SHALL BE A CONTINUOUS AIR -BARRIER SYSTEM IN ACCORDANCE WITH 2O18 WASHINGTON
ENERGY CODE PROVISIONS.
23. ALL FASTENERS SHALL BE EITHER STAINLESS STEEL; OR DOUBLE -DIPPED, HOT -DIPPED OR HEAVY -DIPPED GALVANIZED
CONFORMING TO ASTM A153. ELECTRO-GALVANIZED FASTENERS MUST NOT BE USED UNDER ANY CIRCUMSTANCES.
24. MAINTAIN A MINIMUM OF 8" EPARATION BETWEEN FINISH GRADE AND FRAMING AND SIDING MATERIALS.
1
25. SLOPE ALL WEATHER -DECKS, WALKS AND PATIOS AWAY FROM THE BUILDING WITH A MINIMUM SLOPE OF 1/4" PER FOOT.
INSTALL CRICKETS ON WEATHER -DECK SURFACES, WHERE NEEDED, TO ALLOW FOR PROPER SLOPE AND DRAINAGE. AT A
MINIMUM 1/4" PER 1' SLOPE (U.O.N.) MUST BE PROVIDED TOWARD ROOF DRAINS & SCUPPERS.
26. ANY DISCREPANCY NOTED BY THE CONTRACTOR MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. WHERE
DISCREPANCY OCCURS BETWEEN VARIOUS CONTRACT DOCUMENTS, CONTRACTOR SHALL FOLLOW THE MOST STRINGENT
REQUIREMENT FOR EACH CATEGORY.
27. CONTRACTOR SHALL SUPPLY AND INSTALL FLASHINGS AND COUNTER-FLASHINGS AT ALL TRANSITIONS AND JUNCTIONS
PURSUANT TO THE REQUIREMENTS OF THE BUILDING CODE, INDUSTRY STANDARDS INCLUDING SMACNA, EVEN IF SUCH FLASHING
IS NOT SPECIFICALLY CALLED OUT FOR IN A DETAIL PROVIDED FOR HEREIN.
NOTES:
1. PLACE WINDOW ON 1/8" SHIMS TO PROVIDE DRAINAGE GAP BETWEEN WINDOW FRAME AND SILL PAN.
2. ATTACH WINDOW PER MANUFACTURES RECOMMENDA1ONS AT SILL AND JAMBS.
3. APPLY APPROVED SEALANT BEHIND NAIL FLANGES AT HEAD AND JAMBS.
4. PER ENVELOPE CONSULTANT, FLASH OPENING WITH VAPRO-LIQUIFLASH. SEE ATTATCHED WINDOW SEQUENCE FOR MORE DETAIL.
STEP 5: INSTALL & CAULK WINDOW
PER WINDOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
\
\
0
0 0
0 0
o /
0 /
\
o \ /
\
0
0
STEP 9: INSTALL
WRB PER DETAIL
OTrn 0. IAIOTAI I A" 11"nr 111A1
STEP 10: INSTALL 4" WIDE
MIN. BUTYL MEMBRANE LNOTE:
OVER WRB & NAIL FLANGE AT SILL WRB MUST BE
INSTALLED BEHIND (UNDER)
R.O. MEMBRANE.
TAPE o/ WRB &
PENETRA1ON WRAP
SILL PAN NOTES:
1. ALL PANS AT MASONRY TO BE STAINLESS STEEL OR 24 GA GALV. PRE -FINISHED.
2. RESIDENTIAL WINDOW WALL SYSTEMS TO HAVE ALUMINUM PANS & FLASHINGS PER DETAILS TO MATCH WINDOW FRAME COLORS.
3. SEAL OR SOLDER JOINTS AT END- & BACK DAMS TO FORM A WATERTIGHT PAN ASSEMBLY. SEAL BACK TO END DAM TRANSITIONS.
4. COORDINATE BACK DAM HEIGHT WITH THRESHOLD AND/OR INTERIOR FINISHES PER ARCH. PLANS.
5. PROVIDE HEMMED EDGE AT ALL EXPOSED EDGES.
WRAP & WRB NOTE:
1. FASTEN WINDOW/DOOR WRAP & WRB PER WP DETAILS PROVIDED HEREIN WITH STAINLESS STEEL STAPLES w/ 7/16" CROWNS.
2. WHERE STEEL STUD FRAMING OCCURS, USE APPROVED ADHESIVE TO PROPERLY ATTACH WINDOW/DOOR WRAP THERETO.
3. WHERE CONCRETE SURFACES OCCUR, USE VAPROSHIELD S.A.M. MEMBRANE FOR WINDOW/DOOR WRAPS AND WRB.
4. WRAP PENETRATION WRAP INSIDE R.O. AND TAPE TO MAINTAIN AIR -BARRIER SYSTEM.
_ TYPICAL WINDOW WRAP SEQUENCE
1
NOT TO SCALE
WRB NOTES:
1. INSIDE & OUTSIDE CORNER WRAP; APPLY ONE LAYER OF 36" WIDE BREATHABLE MEMBRANE FROM THE SAME MANUFACTURER
AS THE WRB PER NOTE 13 PRIOR TO INSTALLATION OF FIELD WRB.
2. INSTALL WEATHER RESISTIVE BARRIER PER NOTE 13 IN WEATHERBOARD FASHION STARTING FROM THE BOTTOM OF THE WALL.
ENSURE THAT THE EDGES OF THE LAYERS OF WRB ARE STAGGERED AT LEAST 6".
3. TAPE ALL JOINTS OF WRB WITH 3" WIDE BUTYL TAPE AS APPROVED TO CREATE A COMPLETE AIR -BARRIER SYSTEM.
4. WHERE CONCRETE SURFACES OCCUR, INSTALL VAPROSHIELD S.A.M. THROUGHOUT.
ZR" IAIInC IAIDAD AT wonC
" OVERLAP AT
LL HORIZONTAL
DINTS
" OVERLAP AT
L VERTICAL
INTS
WEATHER RESISTANT BARRIER (WRB)
-0
STEP 4: INSTALL
MEMBRANE AT HEAD
OF ROUGH OPENING.
\
\\_ 712"
NOTE: TUCK MEMBRANE
UNDER HEAD.
14" MIN
100' SLOPE FULLY SOLDERED OR
BENT END -DAMS
VHEAD
SEALANT
1/4" DRIP EPTH
w/ 1/8" HEM
�I
DECK -TO -WALL FLASHING
WHERE OCCURS
SILL PAN AT SLIDING GLASS DOOR
N
STEP 3: INSTALL
MEMBRANE AT JAMBS
OF ROUGH OPENING.
JILT /. 11101MLL
METAL HEAD FLASHING
WITH END DAMS.
SILL PAN AT WINDOW
AT ATTIC LEVEL, SEAL TOP PLATE;
FOLD OVER TOP PLATE & SECURE
w/ ROOFING NAILS ESNS�\ �pSNNE�gPE liF
• N��Q�N��ME
SHEATHING
P�p�No
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410,
I/
INSTALL &SEAL
LIGHT FIXTURE •
•• WIN OW
o
WEATHER RESISTIVE BARRIER
INSTALL PER VAPROSHIELD •
REQUIREMENTS FOR
AIR -BARRIER
PLASTIC CAPPED
FASTENERS PER ABAA
STANDARDS FOR o/
MECHANICALLY ATTACHED /
AIR BARRIERS & VAPROSHIELD0\0
AIR -BARRIER REQMTS. I /
TAPE OVERLAP w/ 4" WIDE BUTYL /
TAPE (APPROVED SEALANT MAYBE
USED IN LIEU OF TAPE) j
SEAL WRB AT BOTTOM PLATE mil/
w/ BUTYL TAPE OR SEALANT
EXTERIOR AIR BARRIER SYSTEM
r.
INSTALL & SEAL ELEC. OR JUNCTION BOX
INSTALL & SEAL HOSE BIB
INSTALL WINDOW UNIT WITH PROPER
SEALANT AT FLANGES (WHERE OCCUR)
OR AT TRANSITION BETWEEN FRAME AND
ROUGH OPENING, AND PROPERLY
INTEGRATE WITH WRB. INSTALL PER
DETAILS THIS SHEET
JILT L. 111J MLL DILL 1 ni
WITH INTERIOR VERTICAL
FLANGE. ATTACH AT JAMBS.
APPLY
NE OVER
4NGE AT
VLY.
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REVISIONS
NO. DATE
BY
zh 10/18/24
CITY
0
0
0
0
ISSUE DATES
DESIGN APPROVAL:
8/21/24
PERMIT SUBMITTAL:
9/09/24
PERMIT RECEIVED:
BID DOCS:
CONSTR. DOCS:
24"x36" SCALE:
AS NOTED
PLOT DATE:
11-18-2024
CAD FILE:
23-217 A1.2
JOB NUMBER:
23-217
CHECKED:
JB
DRAWN:
CK
STATUS:
SHED PERMIT
FLASHING DETAILS
Al 02
NOT TO SCALE
NOT TO SCALE
DOOR SCHEDULE
xxxx DOOR TRIM LOCK DOOR
REMARKS
NO. SIZE MAT'L FINISH MAT'L FINISH FUNCTION HARDWARE
101A 6'-0" X 7'-0" X 1-3/4" SC WOOD STAIN WOOD PAINT LOCKSET GROUP 1 U-0.37 MAX.
DOOR HARDWARE SCHEDULE
GROUP 1
SPECIFICATION BASIS OF DESIGN
NUMBER
DESCRIPTION
3 PR EA
BB HINGES: ECBB110 4 1/2" x 4 1/2" HAGER US26D
1 EA
LEVER LOCKSET: STOREROOM FUNCTION ND80P6 RHO SCHLAGE (ACTIVE LEAF)
FINISH: 626 SATIN CHROME (VERIFY)
1 EA
LEVER TRIM: ND172 RHO SCHLAGE 626 (INACTIVE LEAF)
2 EA
MANUAL FLUSH BOLT: 282D HAGER (INACTIVE LEAF)
1 EA
WEATHER STRIPPING: PERIMETER SEAL, 72" X 80" 160VA NATIONAL GUARD
1 EA
ASTRAGAL EDGE SET: 551 NATIONAL GUARD GPZ
1 EA
THRESHOLD: 325HD 72" NATIONAL GUARD MILL
2 EA
SWEEP: 101VA 36" NATIONAL GUARD
GENERAL DOOR HARDWARE NOTES
1. PROVIDE STANDARD WEIGHT COMMERCIAL DOOR HINGES.
2. ALL DOORS WITH CLOSERS TO HAVE BALL BEARING HINGES. ALL CLOSERS TO BE
LOCATED ON INTERIOR OF SPECIFIED ROOM, U.O.N.
3. PROVIDE ALL NECESSARY ITEMS FOR DOORS, INCLUDING: BUTTS, LATCH & LOCKSETS,
CLOSERS, DOOR STOPS & HOLDERS, KICKPLATES, DOOR SILENCERS, THRESHOLDS,
SMOKE GASKET AND WEATHER STRIPPING. SEE DOOR HARDWARE SCHEDULE.
4. ALTERNATE MANUFACTURERS MAY BE SELECTED WITH DESIGNER'S APPROVAL.
5. ALL DOOR HARDWARE TO COMPLY WITH ADA CODE REQUIREMENTS.
6. ALL FINISHES TO BE SATIN CHROME OR SATIN STAINLESS STEEL, U.O.N.
7. REFER TO FLOOR PLAN 1/A1.0 FOR DOOR HANDLING AND SWING.
GENERAL DOOR NOTES
1. ALL DOORS AND DOOR HARDWARE TO COMPLY WITH ICC/ANSI: ACCESSIBLE AND USABLE BUILDINGS AND
FACILITIES (ICC A117.1-2017) CH 4: ACCESSIBLE ROUTES - SECTION 404 AND 2021 IBC SECTION
1010.1.9.
2. FIRE -RATED DOORS AND FRAMES SHALL COMPLY WITH 2O21 IBC SECTION 716.
3. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT. ALL LOCKING DOORS TO HAVE SINGLE-ACTION LEVER RELEASE /
SELF -RELEASING DEAD BOLTS.
4. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING
FIXTURES AND STORAGE FACILITIES SHALL HAVE A LEVER OR OTHER SHAPE WHICH WILL PERMIT
OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR
TWISTING TO OPERATE.
5. DOOR THRESHOLD SHALL NOT EXCEED 1/2" IN HEIGHT.
6. MAXIMUM DOOR OPENING PRESSURES ARE LIMITED TO 8.5 LBS AT EXTERIOR DOORS.
7. VERIFY ALL DOOR SWINGS, HARDWARE AND KEYING REQUIREMENTS. SUBMIT KEYING SCHEDULE AND
HARDWARE SPECS FOR APPROVAL.
8. DOORS IN THE PATH OF EGRESS CAN NOT BE LOCKED FROM SIDE OF TRAVEL OF EMERGENCY EGRESS.
9. ALL GLAZING IN DOORS AND RELITES TO BE TEMPERED SAFETY GLASS (SG) PER CODE.
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REVISIONS
NO. DATE
BY
A 10/18/24
CITY
A
A
A
A
A
ISSUE DATES
DESIGN APPROVAL:
8/21/24
PERMIT SUBMITTAL:
9/09/24
PERMIT RECEIVED:
BID DOCS:
CONSTR. DOCS:
24"x36" SCALE:
AS NOTED
PLOT DATE:
10-18-2024
CAD FILE:
23-217 A1.0-A1.1
JOB NUMBER:
23-217
CHECKED:
JB
DRAWN:
CK
STATUS:
SHED PERMIT
A
SCHEDULES
A200