APPROVED BLD BLD2024-0657+ARCHITECTURAL PLANS+5.15.2024_1.16.40_PM+4259429MINIMUM DESIGN LOADS: 2021 WA STATE RES CODE /
2021 IRC W/ AMENDMENTS
SUNROOM CATEGORY II (PER 2021 IRC R301.2.1.1.1
& AAMA / NPEA / NSA 2100)
NOTE: COMPONENTS HAVE BEEN CHECKED
AGAINST DESIGN LOADS SHOWN & FOUND
TO BE ACCEPTABLE STRUCTURALLY
DEAD LOADS:
1. ROOF: 15 PSF
2. WALLS: 6 PSF
�[e7Z�1110111M� 9[11]=00
ULTIMATE DESIGN WIND SPEED: 115 MPH, 3 SEC. GUSTS
LIVE LOADS: ROOF: 40 PSF
DEFLECTION LIMITS: WALLS: L/175
THIS THERMALLY ISOLATED SUNROOM IS
UNCONDITIONED AND NOT HABITABLE
NOTE: THE P.E. STAMP ON THESE DRAWINGS ADDRESS
ONLY THE GDI MANUFACTURED COMPONENTS & THE
ANCHORAGE OF THESE COMPONENTS TO THE EXISTING
STRUCTURE.
NOTES:
1. ALLVIEW (CA5) SUNROOM; WHITE IN COLOR
2. CONSTRUCT SUNROOM ON EXISTING CONCRETE AND UNDER EXISTING ROOF
3. NO ELECTRICAL BY GDI
4. CONCRETE
A) CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.
B) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT
28 DAYS. EXTERIOR FLOORS AND EXPOSED CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4500 PSI AND 5% TO 7% AIR ENTRAINMENT.
5. WOOD
A) MATERIALS - FRAMING LUMBER
i) WOOD POSTS: NO. 2 GRADE (OR BETTER) SOUTHERN PINE OR DOUGLAS FIR
ii) 2x8, 2x10, 2x12 NO.2 GRADE (OR BETTER) SOUTHERN PINE OR DOUGLAS FIR
B) WOOD MEMBERS SHALL BE PRESSURE -TREATED FOR THE FOLLOWING CONDITIONS:
i) IN DIRECT CONTACT WITH THE GROUND
ii) SILLS OR PLATES ON CONCRETE WITHIN 8" OF FINISHED GRADE
iii) JOISTS AND SUBFLOORS WITHIN 18" OF FINISH GRADE AND BEAMS WITHIN
12" OF FINISH GRADE
iv) EXPOSED EXTERIOR DECKS
C) FASTENERS
ALL FASTENERS AND HARDWARE USED TO CONNECT TO PRESSURE TREATED
WOOD MEMBERS SHALL EITHER BE 304 OR 316 STAINLESS STEEL, OR HOT DIPPED
GALVANIZED PER ASTM-A653 COATING DESIGNATION G-185 AND ASTM-Al53
6. STRUCTURAL ALUMINUM
A) ALL EXTRUSIONS SHALL BE COMMERCIAL GRADE ALUMINUM SUPPLIED
BY GREAT DAY IMPROVEMENTS, LLC.
B) ROOF PANELS SHALL BE 3" OR 6" THICK SUPER FOAM ROOF PANELS FACED WITH
A 0.024" ALUMINUM SKIN TOP AND BOTTOM.
7. THIS SUNROOM IS CONSIDERED AS NON -CONDITIONED SPACE, EXEMPT FROM
ENERGY REQUIREMENTS (PER 2021 IRC SECTION N1102.1, NOTE 1.2)
GREAT DAY IMPROVEMENTS
PATIO ENCLOSURES, SEATTLE
VOELKER RESIDENCE
SHFFT it nFSCRIPTInN
1 COVER
2 ELEVATION "B" WALL
3 ELEVATION "A" & "C" WALL
4 FLOOR PLAN
5 SYSTEM DETAILS
Digitally signed by
James A Clancy
Reason: I am the
author of this
document
Date: 2024.05.15
13:50:15-04'00'
w
CC
w
O
w
CC
U
H
O
CC
/ /
w
H
m
2
O
a
z
w
O
z
0
U
Z
W
H
EXISTING ROOF
w
TEMPERED GLASS
x
x
w
o
17"
TRANSOM(S)
% r
o
TEMPERED GLASS DOOR(S)
i� W/ SCREEN(S)
z
TEMPERED GLASS
DEADLITE(S)
83"
0
z
0
U
z
:::��
215 1/2" EXISTING CONCRETE
ELEVATION - "B" WALL
w
w
O
1 Og WAStn f'
a
OHO
w
c�
C
SS'ONAL G
0
�
a
0
DATE 5/13/24
DRAWN
MTS
KURT VOELKER
7904 203rd STREET SW
, A,
SEATTLE
Great Day
JAMESA. CLANCY, P.E., L.S.
PROFESSIONAL ENGINEER
LIC. #43543)
a
CD
�
3635 S LAWRENCE ST SUITE A �
(WA.
(W
SCALE
1/4" - 1' 0
SHEET
EDMONDS, WA 98026
JOB #22010
TACOMA, WA 98409 Improvements
206-274-8287
601 ASBURY AVENUE
NATIONAL PARK, NJ. 08063
o
2 OF 5
PH. # 856-853-7306
w
CC
w
O
w
CC
U
H
O
CC
w
H
EXISTING ROOF
EXISTING ROOF
m
2
O
a
z
w
O
z
0
U
Z
W
H
o
W
TEMPERED GLASS
w
x
TRANSOM(S)
TEMPERED GLASS
TRANSOM(S)
0
17
TEMPERED GLASS WINDOW(S)
17"
0
W/SCREEN(S)
TEMPERED GLASS
/
TEMPERED GLASS DOOR(S)
j/
TEMPERED GLASS
DEADLITE(S)
W/ SCREEN(S)
63"
DEADLITE(S)
Q
0
83"
/
83"
TEMPERED GLASS
KNEEWALL(S) /
o
o
37"
IL/J
J.
0
z
111 7/8"
EXISTING CONCRETE
EXISTING CONCRETE
112"
¢
ELEVATION - "A" WALL
ELEVATION - "C" WALL
w
w
O
1 Og WAStn f'
a
OHO
w
CD
C
SS�ONALG
0
�
a
0
DATE 5/13/24
DRAWN
MTS
KURT VOELKER
7904 203rd STREET SW
SEATTLE
, A,
Great Day
JAMESA. CLANCY, P.E., L.S.
PROFESSIONAL ENGINEER
LIC. #43543)
a
CD
�
3635 S LAWRENCE ST SUITE A
(WA.
(W
SCALE
1/4" - 1' 0"
SHEET
EDMONDS, WA 98026
JOB #22010
TACOMA, WA 98409
206 274 8287
Improvements
601 ASBURY AVENUE
NATIONAL PARK, NJ. 08063
o
3 OF 5
PH. # 856-853-7306
:XISTING W ROOF SUPPORT POST
TOTAL OF 2)
FLOOR PLAN
1/4" DIA. GALV. LAG SCREWS STAGGERED
@ 16" C/C; PROVIDE MIN. 1 1/2" THREAD
ENGAGEMENT INTO STRUCTURAL FRAMING
DBL. WALL EXPANDER
#8xl/2" TEK SCREWS @ TOP, BOTTOM,
1/3rd UP & 1/3rd DOWN (INSIDE & OUT)
#8xl" TEK SCREWS @ TOP,
BOTTOM, 1/3rd UP & 1/3rd DOWN
FLOOR EXPANDERJY MASTER FRAME JAMB
PLAN VIEW OF MASTER FRAME JAMB & DBL.
EXPANDER CONNECTION @ EXISTING WALL
#8xl/2" TEK SCREWS
(2) @ EACH GANGING
(INSIDE & OUT)
FLOOR EXPANDER
1/4" DIA.xl 3/4" TAPCON ANCHORS
STAGGERED @ 16" C/C ALONG
FLOOR EXPANDER BETWEEN
UNIT GANGINGS
MASTER FRAME SILL
CONCRETE FOUNDATION
d
a.
d 'y
SECTION THROUGH MASTER FRAME SILL
CONNECTION @ CONCRETE FOUNDATION
TEMPERED
GLAZIN(
#8xl/2" TEK S(
1-LITE MALE
MASTER FRAME
HEAD
SECTION THROUGH MASTER FRAME HEAD
CONNECTION @ GLASS TRANSOM
(2) #8xl/2" TEK SCREWS ATTACHING
GANGING POST, MASTER FRAME, &
FLOOR EXPANDER (INSIDE & OUT)
MASTER FRAME JAMB-\
ANCHORING NOTES:
3/8" DIA. ANCHOR BOLTS
31/2" LONG GALV. LAG
SCREWS INTO WOOD; 3"
LONG DEWALT SCREW -
BOLT+ INTO CONCRETE,
SET CENTER OF ANCHORS
AT LEAST 2" FROM EDGE OF
SUPPORTING MATERIAL
#8xl/2" TEK SCREWS @ / �MASTER FRAME JAMB
UP -
TOP, BOTTOM, 1/3rtl
& 1/3rd DOWN FLOOR EXPANDER
GANGING POST
PLAN VIEW OF MASTER FRAME JAMBS
CONNECTION @ GANGING POST
TEMPERED GLASS
GLAZING STOP 1-LITE FEMALE
#8xl/2" TEK SCREWS
(2) @ EACH GANGING CONCRETE FOUNDATION
(INSIDE & OUT)
FLOOR EXPANDER
1/4" DIA.xl 3/4" TAPCON ANCHORS
STAGGERED @ 16" C/C ALONG
FLOOR EXPANDER BETWEEN
UNIT GANGINGS
SECTION THROUGH GLASS KNEEWALL
CONNECTION @ CONCRETE FOUNDATION
EXISTING WOOD
FRMING A
SILICONE SEALANT
SILICONE SEALANT
#10x2" PANEL-TITE
TRISEAL WOOD
1-LITE MALE
SCREWS @ 1& /CZ
--
TEMPERED
GLAZING STOP
GLASS
SECTION THROUGH GLASS TRANSOM
CONNECTION @ EXISTING HEADER
FLOOR EXPANDER
MASTER FRAME JAMB
WOOD POST
OB
#10x2" PANEL-TITE TRISEAL / /
WOOD SCREWS @ TOP,
BOTTOM, 1/3 UP & 1/3 DOWN FLOOR EXPANDER
PLAN VIEW OF MASTER FRAME JAMBS
CONNECTION @ WOOD POST
MASTER FRAME SILL
#8xl/2" TEK SCREWS
@ 18" C/C
TOP RAIL WILL WITHSTAND
A SINGLE CONCENTRATED
LOAD OF 200 LBS
1-LITE MALE
TEMPERED GLASS
GLAZING STOP
SECTION THROUGH
MASTER FRAME SILL
CONNECTION @ GLASS KNEEWALL
EXISTING WOOD
FRAMING
SILICONE SEALANT) SILICONE SEALANT
MASTER FRAME
#10x2" PAN EL-TITE HEAD
TRISEAL WOOD
SCREWS @ 18" C/C
SECTION THROUGH MASTER FRAME HEAD
CONNECTION @ EXISTING HEADER