HomeMy WebLinkAboutD_Atkinson_SME_FINALDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
D_Atkinson_SME_FINAL_FINAL
PLANNING DIVISION
CERTIFICATE OF EXEMPTION
FROM SHORELINE SUBSTANTIAL DEVELOPMENT
EVALUATION FORM & DECISION
DATE OF DECISION: April 9, 2024
PROJECT NUMBER: LUA24-000117, SME
PROJECT NAME: PR24-000031 Atkinson Pergola
PROJECT MANAGER: Jill Ding, Senior Planner
APPLICANT/CONTACT: Brandy Tucker, StruXure PNW
9116 E Sprague, #547, Spokane, WA 99206
OWNER: Michael and Cheryl Atkinson
3401 Lake Washington Blvd N, Renton, WA 98056
PROJECT LOCATION: 3401 Lake Washington Blvd N, Renton, WA 98056
PROJECT DESCRIPTION: The applicant is requesting a Shoreline Exemption for the construction of a new 264
square foot pergola located on the existing rooftop deck of 3401 Lake Washington Blvd N (APN 3124059076)
(Attachment A). As shown on the submitted elevations (Attachment B), the proposed pergola would not exceed the
maximum 30-foot height limit of the existing residence as measured from the grade plane. The project site is located
along reach D of Lake Washington and is within the Shoreline Residential Designation. As shown on the submitted
site plan, the proposed pergola would be located approximately 30 feet from the ordinary high-water mark
(OHWM) of Lake Washington along the west side of the project site and 25 feet from the OHWM located along the
south side of the project site.
SEC-TWN-R: SE 31-24-05
LEGAL DESCRIPTION:
(King County Assessor)
PCL 3 RENTON SP #LUA-10-038 SHPL REC #20101229900002 SD SP BEING POR
FORMER R/R R/W PER SURV REC #9901299008 TGW POR SD R/W ALL IN GL 3 LY ELY
OF BLK A HILLMANS LAKE WASHINGTON GARDEN OF EDEN #1 & WLY LAKE
WASHINGTON BLVD N & SLY LOT 12 SD BLK A & NLY LOT 24 SD BLK A
WATER BODY/REACH: Lake Washington, Reach D
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
City of Renton Department of Community & Economic Development Certificate of Exemption From Shoreline Substantial Development
PR24-000031 Atkinson Pergola LUA24-000117, SME
Permit Date: April 9, 2024 Page 2 of 3
D_Atkinson_SME_FINAL_FINAL
EXEMPTION JUSTIFICATION/DECISION: An exemption from a Shoreline Management Substantial Development
Permit is hereby Approved on the proposed project in accordance with Renton Municipal Code (RMC) 4-9-190C
“Exemption from Permit System’ and for the following reasons:
Construction on shorelands by an owner, lessee or contract purchaser of a single-family residence for their own use
or for the use of their family, which residence does not exceed a height of thirty-five feet above average grade level
and which meets all requirements of the state agency or local government having jurisdiction thereof, other than
requirements imposed pursuant to chapter 90.58 RCW. "Single-family residence" means a detached dwelling
designed for and occupied by one (1) family including those structures and developments within a contiguous
ownership which are a normal appurtenance. An "appurtenance" is necessarily connected to the use and
enjoyment of a single-family residence and is located landward of the ordinary high-water mark and the perimeter
of a wetland. On a statewide basis, normal appurtenances include a garage; deck; driveway; utilities; fences;
installation of a septic tank and drainfield and grading which does not exceed two hundred fifty cubic yards and
which does not involve placement of fill in any wetland or waterward of the ordinary high-water mark. Local
circumstances may dictate additional interpretations of normal appurtenances which shall be set forth and
regulated within the applicable master program. Construction authorized under this exemption shall be located
landward of the ordinary high-water mark.
Staff Comment: The proposed pergola addition to the existing rooftop deck would qualify as the addition of a normal
appurtenance to an existing single-family residence and would therefore qualify as an exemption from a Shoreline
Substantial Development Permit.
FINDINGS: The proposed development is:
i. Consistent with the policies of the Shoreline Management Act.
ii. Consistent with the City of Renton Shoreline Mater Program.
SIGNATURE & DATE OF DECISION:
_____________________________________ ______________________________
Matthew Herrera, Planning Director Date
RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened by
the approval body. The approval body may modify his decision if material evidence not readily discoverable prior
to the original decision is found or if he finds there was misrepresentation of fact. After review of the
reconsideration request, if the approval body finds sufficient evidence to amend the original decision, there will be
no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within
the 14-day appeal time frame.
APPEALS: This administrative land use decision will become final if not appealed in writing to the Hearing
Examiner on or before 5:00 PM on April 23, 2024. An appeal of the decision must be filed within the 14-day
appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Appeals must be submitted electronically to the City Clerk
at cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The appeal fee,
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
4/9/2024 | 9:58 AM PDT
for
City of Renton Department of Community & Economic Development Certificate of Exemption From Shoreline Substantial Development
PR24-000031 Atkinson Pergola LUA24-000117, SME
Permit Date: April 9, 2024 Page 3 of 3
D_Atkinson_SME_FINAL_FINAL
normally due at the time an appeal is submitted, will be collected at a future date if your appeal is submitted
electronically. The appeal submitted in person may be paid on the first floor in our Finance Department. Appeals
to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process
may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov.
EXPIRATION: Two (2) years from the date of decision (date signed).
Attachments: A) Site Plan, B) Building Elevations, and C) Building Plans
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
16
6
'
112'
11
4
'
5'
79
'
12
1
'
8'6'
10
'
4'10
'
1'
22
'
46'
35
'
41'
14
4
"
264"
49'10
'
25'
30'
25'
20'
15'
10'
1"=30' Permit Number Parcel Number Applicant Name Site
Address
Engineering
Scale:Sheet of3401 LAKE WASHINGTON BLVD N
RENTON, WA 98056
312405-9076
LOT AREA: 20,935 SQ.FT
OWNER:- ATKINSON MICHAEL H+CHERYL L
LEGAL DESCRIPTION :
N
ZONING : R-8
EXISTING
HOUSE
PRO
P
O
S
E
D
STRUCT
URE
IMPERVIOUS AREA CALCULATIONS:
EXISTING STRUCTURES = 1,738 SQ.FT
TOTAL LOT AREA = 20,935 SQ.FT.
TOTAL IMPERVIOUS AREA = 3,615 SQ.FT = 17.26%
LOT COVERAGE CALCULATIONS:
TOTAL LOT AREA = 20,935 SQ.FT.
EXISTING HOUSE = 1,690 SQ.FT
FLOOR AREA RATIO (FAR):10.04%
TOTAL FLOOR AREA = 2,103 SQ.FT
TOTAL LOT COVERAGE: SQ.FT.= 2,103 = 10.04%
EXISTING DRIVEWAY & PEDESTRIAN PATH = 1,512 SQ.FT
PROPOSED STRUCTURE = 264 SQ.FT
PROPOSED STRUCTURE = 264 SQ.FT
EXISTING SHED = 48 SQ.FT
PEDESTRIAN PATH
PRO
P
E
R
T
Y
L
I
N
E
PCL 3 RENTON SP #LUA-10-038 SHPL REC
#20101229900002 SD SP BEING POR FORMER
R/R R/W PER SURV REC #9901299008 TGW
POR SD R/W ALL IN GL 3 LY ELY OF BLK A
HILLMANS LAKE WASHINGTON GARDEN OF
EDEN #1 & WLY LAKE WASHINGTON BLVD N &
SLY LOT 12 SD BLK A & NLY LOT 24 SD BLK A
PR
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SHED
DOCK
PRIMARY
DRIVEWAY
EA
S
T
R
A
I
L
LA
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
OH
W
M
OH
W
M
ENTRANCE
EXISTING DOCK = 101 SQ.FT
EXISTING DOCK = 101 SQ.FT
Lake
Washington
Lake
Washington 25
'
-
8
1
/
4
"
29'-
6
3
/
4
"
RECEIVED
04/08/2024 JDing
PLANNING DIVISION
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
.
.. . �� . • ,• . . '·-· '· ,· ;,:. ·,"'o .. '· <,,,"'.Jr k-,�.-1
12
I
��---'--------------'<',-----!e::: [._..,-<"'-:,..--_-_-_cc ___ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_"'\;;,������
(s\
I , ' I I •I I
I I
I' -
,, I
I I
'' '
r-t,--.l f-- / ,__,_, --ti f-- \ >--,---4< ,_
I ,_ __ __,1
I
' \
,'
114·;.1 ·-0"
(I I I
' I_ ·rr II
,;\_ \tV
'' I
I I I I I I I I __ ' " I I I 11 I I I I 11_)_ ' -.,...11 rI I I I I I
I I I I T�_Jl i1 I 1J' i l I I I I I I ' Ii' I
.
I I I
' '7 .I lj
I I I I I I I I I I I I I I I I ] I
\
.
'
'
''
r '
Ill." H,_,__1"'1 _____________ -+---'-<' ' '\.S5/
, ' , I\.
' •
A �5
: I
' ' '
y
I I I I ' I I ' ' I I
- I J -
-
:::: -0�-,,f- I If- :.: -,I-'-'<I
-
I I
-tt---t-,1
12 -14
I I I l I I I I I ' .µ;J :I I
1200-,j J201-1j
EG11ES5 EGRESS
r 'I , l \.S2 / I I
'
"'--.. E L. 51.0'
I
= o " '('J O>
A TTIC ST0l1AGE EL 43.5' �--, __ ___, f----------------------------1 f----------------------------1
>------',
t----i _____ ___,..4• ·2 t---
, ' t------1 , ' J------l ' = � 1-ttt+-S;;, = ,= "'
---------t-t==j f------� ,".--------..----�--�----,--l \[W�11 El ��
JII I I t----i t---------�-"'�------�co.,_•,---------1 t------C�'ft------------------'�-------4UPPE11 L E'-V-=E�L'-----====! '-========="FJ========,-"a==========l l=====F"================>-i=======l
,•,., -.; .... :-' .• ·.·
t-8" CONCRETE RETAINING WALL WI
EL. 34.75' r r �!C V> V>• ---t-----------,j ,--cJ -
----1==;::a�·=====:::,:;:�c===-==:;==:=:==:::,:;:,,,,�::,:::;::=======1 i-----------------------------1�'---.,...;E::cN.cT;.;11.cY;.;l:...:.G;.;A;.;11 A=Gc=:E ___ _,_4=f_,,-il, �-...,_<-,· -�1 __ "-'+--+-1-n_',t--+ ,'_.,._ ;,-+--_____ _,E L . 2GO' tj.s 0 :; 5-;,,. 'I .. • .•�0• ,\2Y,. · \,�, w:s.
1<,"
'.lr
b'
-·,�--� ' , • .. • .• •. · ... • .• •. •• l·'I·:',:.;_,.. � ... :,:_·. • >---�/��;,-'----------------------t---.::____�, ' ... \ lI I a• CONCRETE RETAINING WALL o.s. -· ._;
... [_ __ (9\ -
-
-
-
---·----------·---[_ ___ �.:cs=..v ______ 1 __ _
114';. r-NORTH O" ELEVATION
PROPOSED STRUCTURE 144" x 252"
@ 88" HEIGHT
I _J EXTERIOR CONCRETE STAIR
EL 53. o·
0
EL.41 o•PLATE HEIGHr
_A�T'-T�I C�ST_O�l1�A�G_L_ � EL.43.5'
·c-_, co
'o UPPE 11 LE VEL ·'=---.I'--;{,EL. 34.75"
AVG. G11ADE PLA N E EL 23.0'
,.
MAX. ROOF fllDGE
MAX PLATE HEIGHT WITH 6' BONUS ALLOWED
·'0..,,
□ □
M AX. l100F 11 ID GE EL. 53..0"
1---.C::,-..
-·-
I
1 ,
� ATTIC ST OnAGE EL.43.5' 11COFDECK/ STORAGE EL 43.5'
l/
UPPER LEV EL UPPE f1 LEVEL EL. 34.-75' ---EL.34.75'
\
!l
\
"'
cJ □
I I 1�1E;] □□ ES]
1G S4
12
EGRESS EGRESS
15 S4
I I I I I I I I I I I I I II I I I I I I I I I I 11 I I I I I I I I I I I I I I I I II I I I I I I I I I I I i I I I I I I
SHEAR WALL· TYP
EL.2G.O'
.
IIIIIIr1
T
I I I I I I I I I I I I I I
1,01-M �-/ '\.
/ ,, ' V "'-."' I / / '., / f
' '
'-\
�--------
I
I
I , I I I I El ' I
� : j /ro-Aj"r �I I I I II/ I I r i; i If/I I I , I � I I ! I I
� I !I !•I I .• , •I 11/ I I I I I I I I I I ,. I I •O' C I I '"' I I I ., ' V I
·-..h -/'--V1 1,0\ HD58 /+-" /·DS�SG SG
EAST ELEVATION
1/4'-1 '- 0 ..
/II;/ /f I 1 11 ;( I If/ ?'IP /11 11 /I ;:
/II;/ ✓-II;/ /' I /
ffilff f/1 If/ ;;I f/
.
I I ;ii: I
I I I r
yr
I !I
/ I B
/f I II I
.;:KIDS.--I '-01/
-----------------
5"·0"SETBACK
E N TflYI G Al"l. ' EL . 2G.O'
• I
I , I I '' I I I !
''
SOUTH ELEVATION 114·=1·-o··
r .J
I ------------------------_j_ __
DS.
I Li -I
SHEAR WALL ® PER SH T. SO. 1
t'.)w e
SHEET NO
I JOB N.O
PROPOSED STRUCTURE
144x252 @ 88" HEIGHT
88"
252"
MAX. ROOF fllDGE
MAX PLATE HEIGHT WITH 6'
BONUS ALLOWED
_________________________________________________
_
_
_
_
_
_
_
_
_
_
_
__
_
_
_
_
_
_
_
_
_
_
_
ATKINSON
3401 LAKE WASHINGTON BLVD
RENTON, WA
RECEIVED
04/08/2024 JDing
PLANNING DIVISION
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
AT
K
I
N
S
O
N
34
0
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
RE
N
T
O
N
,
W
A
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
OF
SCALE:
91
1
6
E
S
P
R
A
G
U
E
A
V
E
#5
4
7
S
P
O
K
A
N
E
,
W
A
50
9
-
9
2
8
-
0
8
8
0
LOUVERED PERGOLA
CA
L
L
8
1
1
BE
F
O
R
E
YO
U
D
I
G
OR
V
I
S
I
T
WW
W
.
C
A
L
L
8
1
1
.
C
O
M
SCOPE OF WORK:
DESIGN & INSTALLATION OF A NEW MECHANICALLY OPENING
LOUVERED PERGOLA AS DESIGNED HEREIN AT THE ADDRESS
NOTED ABOVE
EXCLUSIONS:
THE DESIGN OF THE EXISTING HOST STRUCTURE, MECHANICAL
ELEMENTS, EGRESS, WATERPROOFING ELECTRICAL, WIRING, FAN
BEAMS, FANS, OR ANY ACCESSORY ATTACHMENTS ARE NOT
INCLUDED WITH THIS DESIGN OR CERTIFICATION U.N.O
DESIGN CRITERIA:
INTERNATIONAL BUILDING CODE (2018) /
WASHINGTON STATE BUILDING CODE (2018) &
ASCE 7-16 LOAD COMBINATIONS
1. ROOF LOADS:
DEAD LOAD........................... 2 PSF
LIVE LOAD (REDUCIBLE)..................20 PSF
2.WIND LOADS:
BASIC WIND SPEED.......................110 MPH
EXPOSURE.................................... C
COMPONENT AND CLADDING
WIND PRESSURE PER ASCE 7-16
3.SEISMIC LOADS:
SITE CLASS D - DEFAULT
SEISMIC DESIGN CATERGORY....... D
SS..............................................1.726
S1..............................................0.887
SDS...........................................1.150
SD1...........................................0.591
4.SNOW LOADS:
Pg.............................................25 PSF
Ps...21 PSF (ADD 5 PSF FOR RAIN SNOW SURCHARGE)
Cs............................................ 1.0
Ct............................................. 1.2
SNOW DRIFT............................... PER CODE
5.RISK CATEGORY:
CATEGORY...........................................II
SEISMIC IMPORTANCE FACTOR...............1.00
GENERAL NOTES
1. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE
FABRICATED IN ACCORDANCE WITH THE STRUCTURAL
PROVISIONS OF THE ABOVE REFERENCED BUILDING CODE.
STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH
ALL GOVERNING CODES. CONTRACTOR SHALL INVESTIGATE
AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS
WHICH MAY APPLY AND GOVERN. DESIGN CRITERIA OR
SPANS BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL
SITE SPECIFIC SEALED ENGINEERING.
2. THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF
SUPPORTING THE LOADED SYSTEM AS VERIFIED BY THE
ENGINEER & OR ARCHITECT OF RECORD, et.al. THE HOST
STRUCTURE WHICH IS DESIGNED, CERTIFIED, AND
INSPECTED BY OTHERS MUST PROVIDE SUFFICIENT,
CAPACITY FOR THIS SPECIFIED DECK SYSTEM. NO
WARRANTY OR GUARANTEE TO THESE CONDITIONS, EITHER
EXPRESSED OR IMPLIED, IS OFFERED WITH THIS
CERTIFICATION.
3. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE
IMPOSING LOADS ON ROOF, INCLUDING BUT NOT LIMITED
TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY
GREATER DESIGN CRITERIA. ALL STRUCTURAL MEMBERS AS
SHOWN HAVE BEEN DESIGNED TO CARRY IN PLACE DESIGN
LOADS ONLY; THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE SUPPORT OF ANY ADDITIONAL LOADS AND FORCES
IMPOSED DURING MANUFACTURING, TRUCKING, ERECTING,
AND HANDLING.
4. SPECIAL INSPECTIONS MAY BE REQUESTED OR REQUIRED AT
THE DISCRETION OF THE AUTHORITY HAVING JURISDICTION.
4.1. IN AREAS OF SEISMIC DESIGN CATEGORY (SDC) D-F, AN
INSPECTOR SHALL EXAMINE THE DESIGNATED SEISMIC
SYSTEM, MOUNTING, AND ANCHORAGE REQUIRING
QUALIFICATION IN ACCORDANCE WITH SECTION 13.2.2
OF ASCE 7 PER IBC 1705.12.4, AS WELL AS INSPECT
REINFORCEMENT AND VERIFY PLACEMENT PER IBC
1908.4
LOUVERED PERGOLA DESIGN & OPERATION:
1. LOUVERS SHALL BE SPACED SUCH THAT THEY ALLOW 50%
SYSTEM POROSITY WHEN FULLY OPENED.
2. SYSTEM NOT DESIGNED TO HANDLE CONCENTRATED LOADS
FROM HUMAN ACTIVITY.
3. DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY
THE U.S. WEATHER BUREAU AS A HIGH WIND OR SNOW
ADVISORY FOR THE AREA, THIS SYSTEM MUST BE LOCKED IN
THE OPEN POSITION, WITH THE LOUVER BLADES VERTICAL,
AND ANY FANS OR ACCESSORY COMPONENTS SHALL BE
REMOVED. WINDSCREENS, IF SPECIFIED, SHALL BE
RETRACTED PRIOR TO WIND SPEEDS OF 35 MPH.
4. THE STRUCTURE SHALL NOT BE WALKED UPON AND IS NOT
DESIGNED FOR HUMAN ACTIVITY OR STORAGE.
5. THE STRUCTURE SHALL BE POSTED WITH A LEGIBLE AND
READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO THE
OWNER OR TENANT STATING THAT (1) THE SYSTEM IS NOT
DESIGNED FOR HUMAN ACTIVITY AND (2) TO REPOSITION
THE LOUVERS AND WINDSCREENS DURING WIND OR SNOW
ADVISORIES. THE CANOPY OWNER SHALL BE NOTIFIED OF
THESE CONDITIONS BY THE PERMIT HOLDER AT THE TIME OF
SALE.
6. SYSTEM SHALL BE EQUIPPED AND SOMFY CERTIFIED TO
OPERATE PROPERLY WITH SENSORS WHICH WILL PROMPT
THE LOUVER BLADES TO ROTATE TO THE OPEN (VERTICAL)
POSITION WHENEVER THE WIND SPEED REACHES 45 MPH
MINIMUM, OR TEMPERATURE DROPS TO 32° FAHRENHEIT OR
LOWER, AND/OR INCLUDE THE ABILITY FOR MANUAL
OPENING AND LOCKING BY THE USER.
7. LOUVERED ROOF SYSTEM SHALL BE PER MANUFACTURER
MAXIMUM SPANS OR BY OTHERS.
8. NO CERTIFICATION IS OFFERED FOR WATERPROOFING,
SIZING, OR OPERATION OF GUTTERS.
9. SYSTEM NOT DESIGNED FOR WATERSHED OF RAINFALL
FROM ADJACENT ROOFS UNLESS SPECIFICALLY SHOWN
HEREIN, TYP.
STRUCTURAL MATERIALS AND
CONNECTIONS
STRUCTURAL ALUMINUM & ALUMINUM WELDING:
1. ALL COMPONENTS SHALL BE STRUCTURAL ALUMINUM
(U.N.O.) AND SHALL BE FABRICATED AND ERECTED
ACCORDING TO THE GOVERNING BUILDING CODE AND
MATERIAL STANDARDS REFERENCED ON THIS SHEET.
2. ALL STRUCTURAL ALUMINUM SHALL BE MIN 1/8" THICK
U.N.O. AND BE OF THE FOLLOWING ALLOY AND TEMPER:
2.1. BEAMS, PURLINS, COLUMNS ..... 6063-T6
2.2. ALL OTHER EXTRUSIONS .......... 6063-T6
2.3. FASTENERS ............................ SS 316
3. STRUCTURAL ALUMINUM SHALL BE FRAMED PLUMB AND
TRUE AND ADEQUATELY BRACED DURING CONSTRUCTION.
4. ALL BEAMS SHALL HAVE A MINIMUM 1 1/2" DEPTH FULL
BEARING SUPPORT UNLESS NOTED OTHERWISE.
5. WHERE ALUMINUM IS IN CONTACT WITH OTHER METALS
EXCEPT 300 SERIES STAINLESS STEEL, ZINC OR CADMIUM
AND THE FAYING SURFACES ARE EXPOSED TO MOISTURE,
THE OTHER METALS SHALL BE PAINTED OR COATED WITH
ZINC, CADMIUM, OR ALUMINUM.
6. UNCOATED ALUMINUM SHALL NOT BE EXPOSED TO
MOISTURE OR RUNOFF THAT HAS COME IN CONTACT WITH
OTHER UNCOATED METALS EXCEPT 300 SERIES STAINLESS
STEEL, ZINC, OR CADMIUM. ALUMINUM SURFACES TO BE
PLACED IN CONTACT WITH MASONRY, CONCRETE, WOOD,
FIBERBOARD, OR OTHER POROUS MATERIAL THAT ABSORBS
WATER SHALL BE PAINTED.
7. FOR ALUMINUM IN CONTACT WITH CONCRETE: ACCEPTABLE
PAINTS: PRIMING PAINT (ONE COAT), SUCH AS ZINC
MOLYBDATE PRIMER IN ACCORDANCE WITH FEDERAL
SPECIFICATION TT-P-645B (“GOOD QUALITY”, NO LEAD
CONTENT). ALT: HEAVY COATING OF ALKALI RESISTANT
BITUMINOUS PAINT. ALT: WRAP ALUMINUM WITH A
SUITABLE PLASTIC TAPE APPLIED IN SUCH A MANNER AS TO
PROVIDE ADEQUATE PROTECTION AT THE OVERLAPS.
8. ALUMINUM SHALL NOT BE EMBEDDED IN CONCRETE TO
WHICH CORROSIVE COMPONENTS SUCH AS CHLORIDES
HAVE BEEN ADDED IF THE ALUMINUM WILL BE ELECTRICALLY
CONNECTED TO STEEL. EMBEDDED ALUMINUM ELEMENTS
WILL BE COVERED WITH PLASTIC TAPE OR OTHERWISE
PROTECTED AS PER 2015 ADM M.7.3.
9. BOLT HOLES SHALL BE DRILLED THE SAME NOMINAL
DIAMETER AS THE BOLT + 1/16".
10. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE
WITH WELD FILLER ALLOYS MEETING ANSI/AWS A5.10
STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN
ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART
I-A, TABLE 7.3.1. ALL ALUMINUM CONSTRUCTION SHALL BE
IN CONFORMANCE WITH THE TOLERANCES, QUALITY, AND
METHODS OF CONSTRUCTION AS SET FORTH IN THE
AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING
CODE-ALUMINUM (D1.2). MINIMUM WELD IS 1/8" THROAT
FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED.
11. STAINLESS STEEL FASTENERS SHALL BE ASTM F593 316 SS
COLD WORKED CONDITION. PROVIDE (5) PITCHES MINIMUM
PAST THE THREAD PLANE FOR ALL SCREW CONNECTIONS.
ALL FASTENER CONNECTIONS TO METAL SHALL PROVIDE
2xDIAMETER EDGE DISTANCE AND 3xDIAMETER SPACING.
12. SELF-DRILLING SCREWS SHALL BE TEK BRAND / ALL POINTS
FASTENERS OF SIZE #14, STAINLESS STEEL 300 SERIES,
WITH MINIMUM 1/2" THREAD ENGAGEMENT BEYOND THE
CONNECTED PART, UNLESS OTHERWISE NOTED.
13. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL
MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS.
14. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &
INSTALLED BY OTHERS.
STRUCTURAL WOOD (AS APPLICABLE):
1. ALL DIMENSION LUMBER SHALL; BE STRUCTURAL GRADE #2
SPRUCE-PINE-FIR OR BETTER, MEET ALL APPLICABLE
REQUIREMENTS PER THE WESTERN WOOD PORDUCTS ASSN.
(WWPA) "GRADE RULE BOOK", AND BE
PRESSURE-IMPREGNATED (PT) BY AN APPROVED PROCESS
(ACQ 0.4 PRESSURE TREATED) PRESERVATIVE IN
ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE
BUILDING CODE AND AMERICAN WOOD PRESERVERS ASSN
(AWPA) "BOOK OF STANDARDS" OR 0.42 SPECIFIC GRAVITY
MIN.
2. ALL METAL CONNECTORS IN CONTACT WITH WOOD USED IN
LOCATIONS EXPOSED TO WEATHER SHALL BE GALVANIZED.
3. NAILS SHALL PENETRATE THE SECOND MEMBER A DISTANCE
EQUAL TO THE THICKNESS OF THE MEMBER BEING NAILED
THERETO. THERE SHALL BE NOT LESS THAN 2 NAILS IN ANY
CONNECTION.
4. MEMBERS SHALL BE FREE OF CRACKS AND KNOTS.
MOISTURE CONTENT SHALL BE 19% OR LESS.
5. WOOD THAT IS IN CONTACT WITH CONCRETE OR MASONRY,
AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL
DRAWINGS, SHALL BE PROTECTED WITH 30 # FELT (UNLESS
NOTED OTHERWISE) OR PRESSURE TREATED IN
ACCORDANCE WITH AITC-109. MEMBER SIZE SHOWN ARE
NOMINAL UNLESS NOTED OTHERWISE.
OTHER MATERIALS (AS APPLICABLE)
1. ANY SPECIFIED LIGHT GAUGE STEEL MEMBERS SHALL
CONFORM TO ASTM A36 AND CURRENT EDITION OF AISC
WITH MINIMUM Fy = 36KSI
2. GLASS PANELS (IF SHOWN) SHALL BE MIN 3/8" FULLY
TEMPERED GLASS & MUST COMPLY WITH ANSI Z97.1 /
CATEGORY II CPSC 16 CFR 1201 AS CERTIFIED BY GLASS
MANUFACTURER
ANCHORS & FASTENERS
1. ALL FASTENERS TO BE #14 OR GREATER ASTM F593 COLD
WORKED 304 STAINLESS STEEL, UNLESS NOTED
OTHERWISE. FASTENERS SHALL BE CADMIUM-PLATED OR
OTHERWISE CORROSION-RESISTANT MATERIAL AND SHALL
COMPLY WITH "SPECIFICATIONS FOR ALUMINUM
STRUCTURES" BY THE ALUMINUM ASSOCIATION, INC., & ANY
APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES.
2. ALL METAL CONNECTORS USED IN LOCATIONS EXPOSED TO
WEATHER SHALL BE HOT-DIP GALVANIZED.
3. ALL FASTENERS SHALL BE SPACED WITH 2x DIAMETER END
DISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT
FASTENERS, UNLESS NOTED OTHERWISE. PROVIDE (5)
PITCHES MINIMUM PAST THE THREAD PLANE FOR ALL
FASTENERS.
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONS. MINIMUM
EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE DEPTHS INTO SOLID
SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO,
FOAM, BRICK, AND OTHER WALL FINISHES. ALL CONCRETE
ANCHORS SHALL BE INSTALLED TO NON-CRACKED
CONCRETE ONLY.
5. ANCHOR QUANTITIES INDICATED IN DETAILS ARE FOR
GRAPHICAL PURPOSES ONLY. DO NOT SCALE DIAMETER,
LENGTH, OR PENETRATION(S). HEAD STYLE(S) ARE FREELY
INTERCHANGEABLE.
NON-STRUCTURAL ELEMENTS:
1. THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT
AFFECT THE STRUCTURAL INTEGRITY OF THE STRUCTURE
ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION AND NOT
REQUIRED TO BE CERTIFIED UNDER THIS STRUCTURAL
DRAWING. THEY MAY BE INSTALLED WITHIN LIMITATIONS
STATED HEREIN AND AS DESIRED PER MFR.
SPECIFICATIONS. DETAILS PROVIDED HEREIN ARE FOR
REFERENCE ONLY
FOUNDATION, CONCRETE, AND
REINFORCEMENT
FOUNDATION & EARTHWORK
1. SURROUNDING SOIL TO BE WELL COMPACTED BY
MECHANICAL MEANS TO 90% OPTIMUM DENSITY, BE FREE
OF MUCK AND ORGANICS, AND ACHIEVE 2000 PSF MIN
BEARING PRESSURE AND LATERAL BEARING PRESSURE
BELOW NATURAL GRADE OF 150 PSF.
2. EXCAVATIONS NEAR ADJACENT FOOTINGS AND
FOUNDATIONS SHALL NOT REMOVE LATERAL SUPPORT
WITHOUT FIRST UNDERPINNING OR PROTECTING THE THE
FOOTING OR FOUNDATION AGAINST SETTLEMENT OR
LATERAL TRANSLATION.
3. SOIL SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR
TO CONSTRUCTION AS SAND CLASS OR BETTER. SHOULD
OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED THE
ENGINEER OF RECORD MUST BE NOTIFIED.
4. FILL TO BE PLACED OVER THE NATURAL GROUND TO
ACHIEVE THE FINISH PAD ELEVATION. BACKFILL MATERIAL
SHALL CONSIST OF CLEAN GRANULAR SOILS CONTAINING
LESS THAN 5% ORGANIC WITH NO MORE THAN 30% ROCK,
AND NO ROCK LARGER THAN 3 INCHES IN DIAMETER AND
PLACED IN LOOSE LIFTS NOT TO EXCEED 12 INCHES IN
THICKNESS. ALL FILL MATERIAL FOUND AT FOUNDATION
LEVEL AND BACKFILL SHALL BE COMPACTED TO 98% OF THE
STANDARD PROCTOR DENSITY.
CONCRETE
1. CONCRETE MIXTURES SHALL BE DESIGNED TO REACH A
COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS.
2. ALL MIXING, TRANSPORTING, PLACING, & CURING OF
CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318.
3. NO ADMIXTURES ARE TO BE USED WITHOUT THE WRITTEN
APPROVAL OF THE ABOVE-SIGNED ENGINEER.
4. CONCRETE SHALL BE TYPE 1 PORTLAND CEMENT MEETING
THE REQUIREMENTS OF ASTM C150, AGGREGATES TO MEET
ASTM C33. POTABLE WATER SHALL BE USED.
5. SLUMP SHALL BE A MINIMUM OF 3" AND MAXIMUM OF 5"
CONCRETE DURING AND IMMEDIATELY AFTER DEPOSITING
SHALL BY THOROUGHLY COMPACTED BY MEANS OF
MECHANICAL VIBRATION.
REINFORCING STEEL
1. ALL REINFORCEMENT SHALL BE DEFORMED BARS OF
INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO
CURRENT REQUIREMENTS OF ASTM A615, GRADE 60
(U.O.N.), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST
AND BENT, LAPPED, PLACED, SUPPORTED AND FASTENED
ACCORDING TO THE "ACI DETAILING MANUAL" (SP-66) AND
THE ACI 318.
2. ALL WELDING WIRE FABRIC IS TO CONFORM TO ASTM A185
MINIMUM YIELD STRENGTH OF 85 KSI.
3. CLEAR COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS
UNLESS OTHERWISE NOTED:
FOOTINGS EXPOSED TO EARTH: 3"
UNFORMED FACES EXPOSED TO EARTH: 3"
FORMED FACES IN CONTACT WITH EARTH: 2"
SLABS NOT IN CONTACT WITH EARTH: 3/4"
SLABS EXPOSED TO WEATHER: 2"
BEAMS AND COLUMNS: 1-1/2"
4. ALL STEEL SHALL BE SECURELY HELD IN PLACE DURING
POURING OF CONCRETE. IF REQUIRED, ADDITIONAL BARS
SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO
FURNISH SUPPORT FOR ALL BARS.
5. WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS
REINFORCING IN SLABS, WALLS, AND/OR BEAMS, SPLICE
CONTINUOUS REINFORCING STEEL ONLY WHEN
UNAVOIDABLE DUE TO STOCK LENGTHS.
5.1. LAP CONTINUOUS REINFORCING A MINIMUM OF 48 BAR
DIAMETERS IN BEAMS & COLUMNS, 36 BAR DIAMETERS
IN SLABS.
5.2. STAGGER ALL SPLICES A MINIMUM OF FOUR FEET.
ADJACENT BAR WITH SPLICES ARE NOT ACCEPTABLE.
5.3. LOCATE TOP BAR FOR SPLICES WITHIN MIDDLE HALF GO
THE SPAN AND LOCATE BOTTOM BAR SPLICES AT
SUPPORTS, OR BETWEEN SUPPORTS AND 1/3 SPAN
POINT UNLESS NOTED OTHERWISE ON PLANS, DETAILS
OR SCHEDULES.
5.4. CONTINUITY AT COLUMNS SHALL BE PROVIDED BY
CONTINUING HORIZONTAL REBARS THROUGH COLUMNS
OR BY BENDING HORIZONTAL REINF. INTO COLUMNS A
DISTANCE OF 30".
5.5. PROVIDE 12" STANDARD ACI HOOK MINIMUM FOR ALL
DISCONTINUOUS TOP REINFORCING.
5.6. PROVIDE INTERIOR AND EXTERIOR HORIZONTAL LAPPED
CORNER BARS AT ALL CORNERS TO MATCH SIZE, TYPE
AND SPACING OF HORIZONTAL WALL REINFORCING IF
APPLIED.
5.7. PROVIDE 2- #5 X 48" DIAGONALLY AT CORNERS OF ALL
OPENINGS WIDER THAN 15". EXTEND BOTTOM BARS 8"
PAST OPENINGS GREATER THAN 3'-0" ON BOTH SIDES.
5.8. 3. LAP SPLICES IN WELDED WIRE FABRIC ARE TO BE
MADE SUCH THAT THE OVERLAP MEASURED BETWEEN
OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS
NOT LESS THEN THE CROSS WIRE SPACING PLUS 3"
6. SHOP DRAWINGS SHALL BE SUBMITTED FOR E.O.R. REVIEW
AND APPROVAL BEFORE INSTALLATION.
7. ALL STRUCTURAL PRECAST UNITS AND THEIR ATTACHMENTS
TO THE MAIN STRUCTURE SHALL BE INSPECTED AFTER
ERECTION, BUT BEFORE CONCEALMENT. SUCH INSPECTIONS
SHALL BE PERFORMED BY AN ARCHITECT OR PROFESSIONAL
ENGINEER REGISTERED IN THE PERMITTING STATE.
CERTIFICATION & LIABILITY
1. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE
PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND
INSTALLATION. THESE DRAWINGS ARE NOT INTENDED TO BE
USED AS FABRICATION OR SHOP DRAWINGS.
2. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES
AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY,
BUT SHALL REMAIN IN CONFORMANCE WITH THE
LIMITATIONS OF THIS PLAN. THE CONTRACTOR IS TO VERIFY
ALL FIELD DIMENSIONS PRIOR TO INSTALLATION, AND
VERIFY THAT PROPOSED DIMENSIONS AND FIELD
CONDITIONS AGREE WITH THIS PROPOSED PLAN.
3. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE.
INFORMATION CONTAINED HEREIN IS BASED ON
CONTRACTOR SUPPLIED DATA AND MEASUREMENTS.
ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE
OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE
DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED
PRIOR TO CONSTRUCTION. THIS ENGINEERING SHALL BE
NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE
OUR WORK UPON DISCOVERY OF ANY INACCURATE
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD
CONDITIONS AND FABRICATION AND INSTALLATION OF
MATERIALS.
4. USE OF THIS SIGNED & SEALED DOCUMENT CONSTITUTES
ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT,
COMPONENTS SELECTED, AND INSTALLATION
REQUIREMENTS.
5. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED
WITHOUT THE ORIGINAL SIGNATURE & RAISED SEAL OF
THE CERTIFYING P.E. ALTERATIONS, ADDITIONS OR OTHER
MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND
INVALIDATE OUR CERTIFICATION. PHOTOCOPIES AND
UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED.
6. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL
DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY
CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS
ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL
FEES & APPELLATE FEES RESULTING FROM MATERIAL
FABRICATION, SYSTEM ERECTION, & CONSTRUCTION
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,
STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS
PLAN.
7. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER
MARKINGS TO THIS DOCUMENT ARE ONLY PERMITTED TO
SHOW SITE-SPECIFIC CONDITIONS, HOWEVER ANY
CHANGES, ALTERATIONS OR ADDITIONS MADE TO THE
CONTENT OF THIS DOCUMENT WILL INVALIDATE THIS
CERTIFICATION.
8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED
Zeyn B. Uzman, PE, SE, PEng
305 Charleston Greene
Malvern, PA 19355
(217)217) 652
-2%12
BBBBBBBBBBBBBBBBBBBB
8
Mi
c
h
a
e
l
At
k
i
n
s
o
n
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
RECEIVED
04/08/2024 JDing
PLANNING DIVISION
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 100
COVER PAGE A100
TITLE SHEET NO.
TOP VIEW A102
POST LAYOUT VIEW A103
SECTION 1-1 A200
NOTES
DETAILS A301
DETAILS A302
DETAILS A303
PERSPECTIVE VIEW A101
FRAME: black
LOUVERS: ADOBE
SYSTEM: 8" BEAMS & 5.5" GUTTERS
ELEVATION: ROOF
SHEET INDEX
presented by
StruXure Washington
projectMichael Atkinson
address
3401 Lake Washington
Blvd N Renton, WA 98056
contract no.
2109513
STRUXURE INC.
154 ETHAN ALLEN Drive
dahlonega, ga 30533
DETAILS A300
DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE
U.S. WEATHER BUREAU AS A HIGH WIND OR SNOW ADVISORY
FOR THE AREA, THIS SYSTEM MUST BE LOCKED IN THE OPEN
POSITION, WITH THE LOUVER BLADES VERTICAL THE
STRUCTURE SHALL ALSO NOT BE WALKED UPON AND IS NOT
DESIGNED FOR HUMAN ACTIVITY OR STORAGE.
SECTION a-a A201
DETAILS A304
DETAILS A305
BEAM LAYOUT VIEW A104
GUTTER LAYOUT VIEW A105
FAN & LIGHTS LAYOUT VIEW A106
DETAILS A306
DETAILS A307
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 101
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
LEGEND
N.T.S.
PERSPECTIVEVIEW
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
A
1
2
B1SCALE:1/2" = 1'-0"
TOP VIEW A201
A-A
A201
A-A
A200
1-1
A200
1-1
HOST STRUCTURE
(WALL ATTACHMENT)
144"
252"SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 102
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
TOP VIEW
1/2" = 1'-0"
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
1 SCALE: 1/2" = 1'-0"
POST LAYOUT VIEWA
1
2
B
HOST STRUCTURE
(WALL ATTACHMENT)
244"
248"
136"140"
COLUMN 8" x 8"
x 3/16"SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 103
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
POST LAYOUTVIEW
1/2" = 1'-0"
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
1 SCALE: 1/2" = 1'-0"
BEAM LAYOUT VIEWA
1
2
B
HOST STRUCTURE
(WALL ATTACHMENT)
SINGLE
PERIMETER
BEAM 2" x 8" x 18"
CORNER BEAM
CONNECTOR
CORNER BEAM
CONNECTOR
SINGLE
PERIMETER
BEAM 2" x 8" x 18"
CORNER BEAM
CONNECTOR
CORNER BEAM
CONNECTOR
SINGLE PERIMETER
BEAM 2" x 8" x 18"
SINGLE PERIMETER
BEAM 2" x 8" x 18"
DOUBLE PERIMETER
BEAM (2) 2" x 8" x 18"
DOUBLE PERIMETER
BEAM (2) 2" x 8" x 18"
248"
138"
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 104
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
BEAM LAYOUTVIEW
1/2" = 1'-0"
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
1 SCALE: 1/2" = 1'-0"
GUTTER LAYOUT VIEWA
1
2
B
HOST STRUCTURE
(WALL ATTACHMENT)
5 12" GUTTER
CORNER GUTTER
CORNER GUTTER
CORNER GUTTER
CORNER GUTTER
5 12" GUTTER5 12" GUTTER
5 12" GUTTER 5 12" GUTTER
5 12" GUTTER
71"79"8"71"8"
127"
FAN BEAM 8" x 2" x 1
8"FAN BEAM 8" x 2" x 18"
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 105
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
GUTTERLAYOUT VIEW
1/2" = 1'-0"
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
1 SCALE: 1/2" = 1'-0"
FAN & LIGHTS LAYOUT VIEWA
1
2
B
HOST STRUCTURE
(WALL ATTACHMENT)
LED LIGHT (Non Struxure Product)
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 106
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
FAN & LIGHTSLAYOUT VIEW
1/2" = 1'-0"
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
A B
88"
SINGLE
PERIMETER
BEAM 2" x 8" x 18"
5 12" GUTTER
LOUVER
SINGLE
PERIMETER
BEAM 2" x 8" x 18"
5 12" GUTTER
244"
HO
S
T
S
T
R
U
C
T
U
R
E
(W
A
L
L
A
T
T
A
C
H
M
E
N
T
)
COLUMN 8" x 8" x 3/16"
1 SCALE: 1/2" = 1'-0"
SECTION 1-1
NOTE:
[SRVWV DOO DWWDFKHGWRWKHWRSRID732'(&.
YLD )XQFWLRQDO3RVW%DVH%UDFNHWSHUSRVW
252"
248"
FAN BEAM 8" x 2" x 18"FAN BEAM 8" x 2" x 18"
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 200
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
SECTION 1-1
1/2" = 1'-0"
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
1 2
HO
S
T
S
T
R
U
C
T
U
R
E
(W
A
L
L
A
T
T
A
C
H
M
E
N
T
)
1 SCALE: 1/2" = 1'-0"
SECTION A-A
NOTE:
[SRVWV DOO DWWDFKHGWRWKHWRSRID732'(&.
YLD )XQFWLRQDO3RVW%DVH%UDFNHWSHUSRVW
144"
88"
136"
COLUMN 8" x 8" x 3/16"
DOUBLE PERIMETER
BEAM (2) 2" x 8" x 18"
5 12" GUTTER
LOUVERS
SINGLE PERIMETER
BEAM 2" x 8" x 18"
5 12" GUTTER
138"
FAN BEAM 8" x 2" x 18"
11 GUTTER "1 GUTTER5GUTTE2GUTTR
FAN B AM 8 2"1FANBEAM8x2x8
COLUMN 8 x 8 x 3/6C
555
O
11
LLL
GGG
UU
GG
M
UUU
MMN
TTT
NN
TTEEE
88
EERRR
xx 88
FF
"
AA
xx
AANN
33
NN
/
BB
//
BBEE
66
AA
"
AAMM 88 xx 22 xx 8
5 """GGGUUUUUTTTTTTTEEERR
HOOD & SCREEN - BY OTHERS
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 201
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
SECTION A-A
1/2" = 1'-0"
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
LOUVERS DETAIL
SIDE VIEW ISOMETRIC OUT-SIDE VIEW ISOMETRIC IN-SIDE VIEW
PIVOT BAR CAP
TRACK BAR
BEAM
PIVOT BAR
PIVOT PIN
LOUVER
BEAM
LOUVER
TRACK BAR PIN
PUSH NUT
TRACK BARBEAM
TRACK PIN
5/16" DIA. S.S. W/ 1/2"
ENGAGEMENT MIN.
PIVOT BAR
LOUVER
PUSH NUT
TRACK BAR PIN
TRACK BAR
#10 SS TEK
SCREW @ 6" O.C
PIVOT BAR CAP
6" o.c.6" o.c.6" o.c.6" o.c.6" o.c.6" o.c.6" o.c.6" o.c.6" o.c.
12"12"12"12"
6"
1.
8
6
6
"
0.
0
6
5
"
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 300
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
N.T.S.
DETAILS
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
GUTTER CORNER ASSEMBLY
ISOMETRIC VIEW
CORNER BEAM CONNECTION BEAM
BEAM
5.5" GUTTER 5.5" GUTTER
GUTTER CORNER
TOP VIEW
SIDE VIEW
BEAM
BEAM
5.5" GUTTER
GUTTER CORNER
CORNER BEAM
CONNECTION
5.5" GUTTER
#14 TEK SCREW (2-PLACES)
CORNER BEAM
CONNECTION
GUTTER CORNER
BEAM
BEAM
5.5"
3"
(4) #14 TEK SCREWS
(2) #14 TEK SCREWS(2) #14 TEK SCREWS
6"6"
1"
#14 TEK SCREW 1"
DOWN FROM TOP OF
GUTTER EVERY 12"
5.5" GUTTER
BEAM
1-7/8"
LAP
JOINT
1-7/8" LAP JOINT
NOTE:
THE GUTTER CORNER ASSEMBLY
IS INSTALLED FIRST, FOLLOWED
BY THE GUTTER LAPPING OVER
THE GUTTER CORNER
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533(800) 303-5248
A 301
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
N.T.S.
DETAILS
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
CORNER BEAM
CONNECTION
PERIMETER BEAM
(8) #14 TEK SCREWS
TYPICAL CORNER ASSEMBLY
CORNER BEAM CONNECTION
(8) #14 TEK SCREWS THROUGH
BEAM INTO CORNER BEAM
CONNECTION EACH SIDE
BEAM
TOP VIEW
(8) #14 TEK SCREWS THROUGH BEAM INTO
CORNER BEAM CONNECTION EACH SIDE
BEAM
BEAM
SIDE VIEW
CORNER BEAM CONNECTION- EXTRUDED WITH CAPS
BEAM
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533(800) 303-5248
A 302
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
N.T.S.
DETAILS
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
CORNER BEAM
CONNECTION
(8) #14 DIA. TEK SCREWS
TYPICAL CORNER ASSEMBLY
DOUBLE PERIMETER BEAM TO BEAM
BEAM 2
BEAM 1
PERIMETER BEAM
U-PROFLE
TOP VIEW
(8) #14 TEK SCREWS THROUGH
BEAM INTO CORNER BEAM
CONNECTION EACH SIDE
BEAM
DOUBLE BEAM
U CHANNEL
2”x1 ¾”x2”x0.125”
(8) #14 TEK SCREWS
THROUGH BEAM INTO
CORNER BEAM
CONNECTION EACH SIDE
CORNER BEAM CONNECTION
BEAM
DOUBLE BEAM
SIDE VIEW
CORNER BEAM CONNECTION
- EXTRUDED WITH CAPS
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533(800) 303-5248
A 303
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
N.T.S.
DETAILS
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
[3] #14 x 1" TEK SCREWS
THRU POST INTO CHANNEL
EA. SIDE
8" x 8" x 0.1875" POST
PERIMETER BEAM [2] 2"x8"
LOWER BEAM AND CHANNEL INTO POST
[6] #14 x 1" TEK SCREWS THRU
CHANNEL INTO EACH BEAM
7 3/4" x 2" x 0.125 x 7 3/4" CHANNEL
POST
CHANNEL
PERIMETER BEAM [2] 2"x8"
DOUBLE BEAM TO 8X8 POST CONNECTION
#14 TEK SCREWS
BOTH SIDE
#14 TEK SCREWS
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533(800) 303-5248
A 304
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
N.T.S.
DETAILS
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
8X8 POST MOUNTING TO DECK BOARDS
TT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TTTTTTTTTTTT
T
T T T T T T T T T T T T
T
TTTTTTTTTTTT
T
T T T T T T T T T T T T
T
T T T T T T T T T T T T
T
TTTTTTTTTTTT
T
T T T T T T T T T T T T
T
TTTTTTTTTTTT
FRONT VIEW SIDE VIEW
8"X8"X0.1875"
ALUM. POST
DECK BOARDS
8"X8"X0.1875"
ALUM. POST
DECK BOARDS
2"X8" TREATED
BLOCKING
VERTICAL
2"X8" TREATED
BLOCKING
VERTICAL
2"X10" TREATED
JOISTS
2"X10" TREATED
JOISTS
BEAM BEAM
[4]516" X 4"
GRK FASTENERS
[2]516" X 4"
GRK FASTENERS
PER BLOCK
[4]516" X 4"
GRK FASTENERS
FUNCTIONAL POST
BASE BRACKET
FUNCTIONAL POST
BASE BRACKET
SCALE
SHEET NO.
drawn by
date
description
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533(800) 303-5248
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
N.T.S.
DETAILS
732 %<27+(56 732 %<27+(56
A 305
01/16/24
Mi
c
h
a
e
l
At
k
i
n
s
o
n
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
FOR CONCRETE ATTACHMENT:
[2] 1/4" DIAM. ITW STAINLESS STEEL TAPCON INTO WALL W/ 3" EMBEDMENT AND
3" EDGE DISTANCE, SPACED 12" O.C. STAGGERED
FOR WOOD ATTACHMENT:
[2] 1/4" DIAM. S.S. WOOD LAG SCREWS INTO WALL W/ 3" THREAD ENGAGEMENT
AND 3/4" MINIMUM EDGE DISTANCE, SPACED 16" O.C. STAGGERED
FOR HOLLOW CMU ATTACHMENT:
[2] 1/4" DIAM. S.S. HILTI KWIK-CON II+ INTO BLOCK FACE W/ 1-3/4" EMBEDMENT
AND 3" MINIMUM EDGE DISTANCE, SPACED 12" O.C. STAGGERED
ALUMINUM BEAM
PER PLAN
9/16" HOLE
DRILLED FOR
SCREW
INSTALLATION
1"
1"
16"
32" O.C.32" O.C.
9/16" HOLE DRILLED FOR
SCREW INSTALLATION
TYPICAL 16" O.C. STUDS
1"
1"
32" O.C.32" O.C.
16"16"16"
BEAM TO HOST STRUCTURE CONNECTION
EXISTING HOST STRUCTURE SHALL BE EITHER
3000 PSI POURED CONCRETE, OR
ASTM90 HOLLOW / GROUT-FILLED CMU OR
#2 SYP WOOD (G=0.55)
AS VERIFIED BY OTHERS
3"
M
I
N
.
EMBED.
TYPICAL ANCHOR PATTERN (TO WOOD STUDS SHOWN)
HOST STRUCTURE
GUTTER
PERIMETER BEAM
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 306
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
N.T.S.
DETAILS
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334
FAN BEAM CONNECTION
BEAM
GUTTER
U CHANNEL
2”x1 ¾”x2”x0.125”
7" IN LENGTH
(4) #14 X 1" TEK
SCREWS THRU
INSERT INTO
GUTTER
(4) #14 X 1" TEK
SCREWS THRU
BEAM INTO
INSERT EA. SIDE
ACCESSORY
BEAM
BEAM INSERT
BEAM
GUTTER
SCALE
SHEET NO.
drawn by
date
description
34
0
1
L
a
k
e
W
a
s
h
i
n
g
t
o
n
Bl
v
d
N
R
e
n
t
o
n
,
W
A
9
8
0
5
6
Mi
c
h
a
e
l
At
k
i
n
s
o
n
01/16/24
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533(800) 303-5248
A 307
ALUMINUM TYPE:
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
N.T.S.
DETAILS
DocuSign Envelope ID: 9A465B81-5738-4CEB-8AC2-A9DC26CA5334