BOTH-000830-2016 0-01-04hhal.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: BOTH-000830-2016 Date Issued: Thursday, September 21, 2017
This is to certify that work requested to be done as shown by Permit Number BOTH-000830-2016
has been completed.
Tax Map Number: 252.48-1-9
Location: 17 TOP OF THE WORLD
Owner: Earl Waugh,Top of the World Homeowners Assoc.
Applicant: Northern Enterprises General Contracting LLC
This structure may be occupied as a: 192 sq.ft. deck
(replacement) By Order of Town Board
Unit 17 Top of the World Homeowner's Assoc. TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road.Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building& Codes (5 18)761-8256
BUILDING PERMIT
Permit Number: BOTH-000830-2016
Tax Map No: 252.48-1-9
Permission is hereby granted to: Northern Enterprises
For property located at: 17 TOP OF THE WORLD
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: Earl Waugh Deck $22,447.67
Owner Address: 4792 Ridgemoor CIR Total Value $22,447.67
Palm Harbor,FL 34685
Contractor or Builder's Name/Address Electrical Inspection Agency
Northern Enterprises
38 Saratoga AVE
South Glens Falls,NY 12803
Plans&Specifications
192 sq.R.deck
(replacement)
Unit 17 Top of the World Homeowner's Assoc.
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,December 13,2017
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of Qye7 n esd , e her 3,2016
SIGNED BY: (` 1(/// for the Town of Queensbury.
Director of Building&Code Enforcement
unu:e use vnry
ACCESSORY STRUCTURE APPLICATI - Received
DATE 11 4A- lip I Tax Map ID
TAxMAP ID 5 - I l Permit No. 6JO`t H- O 301(v
ZONING Permit Fee SZ'`% tom-" 1 S19
Rec Fee
Hisromc SITE _Yes _No Approvals
SUBDIVISION NAME Lot#_ ,J /�1,, �/A
APPLICANT w- OWNER GOflf I&lU 7 IUIWIAIAP,�S k5C
ADDRESS U.f' ADDRESS 441 lickhaa Mf Rd. ,47
cSb��pltnC1'1� tipl( GEOML Nd 1245V/ir
PHONE J16 " �l�y!O-'"ffLsI I"1 /p PHONE (DA- /9(P r
�) ll ,_/ ��� $
CONTRACTOR �60-hea) C./ � 6y' L COSTOFCONSTRUCTION(ESTIMATED): $0IJILILl I- l07
ADDRESS: C11111*1,113R I�.UC],JUQ(Lt7✓P BUILDINGADORESS: 44� LOckhfy(f (Yl(- d un,-� I�
c5n GI ens +a�l/ls/,�n3 !`aKxGeor�e, N�i IZ946'
PHONE:
CONTACT PERSON FOR BUILDING&CODES COMPLIAAoe L_UdId)I Q PHONE i100 ' I 70
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
Boathouse 1"floor sq.ft. 0d floor sq.ft. Total sq.fl. Height
Boathouse with Sundeck
Deck I
Detached Garage(#of cars�)
Dock
Pole Barn
Porch-open
Porch-3 season,Covered,Enclosed
Shed
Other Accessory Structure(s)
•'Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone
DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the
application, plans and supporting materials are a true &complete statement description of the work proposed, that all work will be
performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local
zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of
occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
✓I have read and agree to the above: Print Name: 1 11 Date: a7 a lin
Signature: Date: ld/
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
Engineering America Company
8 Fielding Street
Glens Falls, NY 12801
518-615-0201
Georgevas3@vahoo.com
June 23,2018
Re: Certification
Unit 17—Upper Deck
Mr.Waugh
ToW
Dear Sir:
This letter is to certify that the upper deck on Unit 17 was installed in substantial compliance with the drawings
provided for this deck as follows:
- I am the designer of this deck;
- I am personally familiar with the site conditions and in consideration of those conditions the deck was
designed in compliance with the current New York State Residential Building Code;
- I observed the system being installed during construction;
- To the best of my knowledge the system was installed in substantial compliance with the design
documents.Any minor changes during construction were discussed between me and the Contractor
prior to the field changes being made.
If you have any questions regarding these items, please contact me.
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T'OWN OF Rev 1 12-
. . BI SIGN
EENS U Y GY Changes per B1
BUILDING CODES EPS`,
ReVi 'Ne By: ��
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based on our limited examination,compliance
with our comments shalt not be construed
Indicatingt as
full comtlance plans and
Codes in
New York State.
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NOTE. NOTE. C
' 2nd FLOOR DECK 2nd FLOOR DECK
2nd �-loor Deck - Demo Plan ALREADYREMOVED EX_� Exist-in 2nd door Deck ALREADYREMOVED E
De 2 I z °
A-1 Scale: 1/4"=1'-0"
A-1 Scale: 1/4"=1'-p"
HATCHED AREA F-
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Pr-2 Proposed 2nd Floor Deck p 2 4 8 TO BE REMOVED 0 2 4 8 z
A-1 Scale: 1/4"=1'-0"
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The Client Top of the World Condo Association has requested that the first-floor decks be (IJ �'o a d C v i C v
_ �' ' -C 4- i i S O U) N ° S Oi
eliminated from the Engineer's, Engineering America Company, drawings and not included in � r� ~ ° au+" " E z" �Z
the construction documents submitted for a building permit. The original drawing was DRAWN gy
developed based on the original need to replace both the first and second floor decks on this 7t7�iVta ®F G&COD S Y DATE
p g� p BUILDING
Unit. It is the Engineer's opinion that the first-floor decks should be replaced and not 'just left December 1, 2016
as is , or 'fixed' at the discretion of someone else. PROJECT NO.
Inconsideration of the substantial risks to the Engineer in rendering professional services in 100% Drawings 1 6-0097-UI 7For Construction
connection with this Project scope change, the Client and the Owner of Units 17 agree to make SHEET NO.
no claim and hereby waives, to the fullest extent permitted by law, any Maim or cause of action Deck P1anS
of any nature against the Engineer, its officers, employees, agents, or subconsultants, which /�
may arise out of or in connection with this Project scope change or the performance by any of Unit 17 A-1
the parties above-named of the services under this Agreement. Scale: 114°= 1'-a'
. ..
BY •i REVISION
Rev 1 11-i-1 ti
GY Changes per BI
4
NOTE:
(4) SIMPSON HOLD DOWS SHALL
BE INSTALLED —
(1)AT EACH END AND
THE OTHER 2 EQUALLY SPACED
ACROSS LENGTH OF DECK
G'7
LEDGER BOARD — --i
SEE DETAIL 22-A6 SEE DETAIL
LO
FOR DOWN SPOUT FRAMING
SIMPSON OR EQUAL SIMPSON OR EQUAL SIMPSON OR EQUAL
SIMPSON OR EQUAL HOLD DOWN HOLD DOWN HOLD DOWN
HOLD DOWN SEE DETAIL SEE DETAIL SEE DETAIL act 4
SEE DETAIL \ I I 1 I f I ` o
BEAM: 7� csa
o GIRDER TRUSS, OR 0
co
� TS 12x 4x J, OR C�
TS 4x 4x 4" OLMANIZED(2)24-in MICROLLAM
LAGS INTO �7 TS 4x 4x 4"
PRIVACY WALL /LOCATE INSIDE {SEE NOTE BELOW}OR c� OCATE INSIDE 7- -y
/ PRIVACYWALL GIRDER TRUSS(SEE G.T.NOTE `®.�•�'
STUDS----,
SEE DETAIL � ! BELOW) HOUSE WALL �q Uj
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cc Pei P-, W
�DOUBLE
END JOIST '
DOUBLE D-2
Upper Deck Beam
SPECIAL NOTE.END JOIST Scale: 1/4"=1'-0" IF USING A MICROLLAM BEAM w
IT CANNOT BE WRAPPED IN
2x8 PT FJ 0 2 4 8 TYVEK, PLASTIC, OR ANY OTHER E-
Fr 2 Upper Deck Framing Plan @ 16-in oc MATERIAL OTHER THAN THE U
A-2 Scale: 1/4"=1'-0" CEDAR SIDING
�(2)2x10 RIM BOARD � o
0
2 4 8 SEE DETAIL SPECIAL G.T.NOTE: z
IF A GIRDER TRUSS IS USED
IT SHALL BE DESIGNED FOR _
A MAXIMUM DEFLECTION
OF 1/3-in UNDER FULL
LOAD CONDITIONS. 1 9
CONTRACTOR SHALL
PROVIDE MFGR CERTIFICATION
THAT THIS CONDITION
HAS BEEN MET.
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O THE AREA DISTURBED TO INSTALL' o �"""'
¢ - THE TS4x4 POST SHALL BE
F c� ® 3 ^ REINSULA TED WITH A R-21 S� .
Z UNFACED FG INSULATIONco
O
x LL 18-in ELEPHANT FOOT OR / TS4x 4 `
F 6x16x10"PAD SITS ON EXISTING
UNDER SONOTUBE
FOUNDATION
Il SEE DETAIL 2A ON SHEET A-4
12-in SONOTUBE
TO MIN. 48-in BFG 24'-5" v
FIELD VERIFY
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DRAWN gy
DATE
December 1, 2016 .
PROJECT NO.
100% Drawings 16-0097-Ul71
-r} For Construction
SHEET NO.
Foundation & Framing Plans
Unit .17 A-2
Scale: 1/4"= 1'-0"
- - -- �e. BY
REVIS
Rev 1 1Z
+ NOTES: GY Changes p
SPECIAL NOTES: 1. Shoup the project become delayed for any reason, and -
1. Contractor shall walk through each unit that will be the thne between the beginning of the project and the date
receiving a new decks) and observe and cracks or other stamped by the Engineer exceed one (1) year the plans
imperfections. The Contractor shall be accompanied on must be reviewed for NYS Code changes by a licensed
this walk through by the Owner's representative. Photos NYS Engineer or Architect prior to beginning construction.
I I I I I t I I I I I I I I I I I I I I I I I r C l l l l l and notes will be taken and made part of the Construction 2. All construction shall comply with the 2015 Residential
I I I I I I I I I I I r i I I I I 1 1 1 I I I I I I I I I Documents.
I 1 I ! _ 1 . 1 . 1 . 1 I I Code of New York State and the Energy Conservation _
2. The Contractor, with the Owner's representative present, Construction Code of New York State.
1 = shall observe and examine the existing rim boards (not the 3. The contractor/owner shall comply with all laws, rules and
- - ledger boards) for both the first floor deck and the second ordinances of any public authority bearing on the
- floor deck. If they are deemed `unacceptable'by both the performance of the work.
Contractor and the Owner's representative, They shall be 4. The contractor is solely responsible for all construction CDremoved and replaced prior to beginning construction of he Il-
means, methods, techniques, sequences and procedures
decks. and for the coordination of all portions of work.
5. The Engineer is not responsible and is to be held harmlessco
by the owner from any claim or suit whatsoever, Including
03
all payments or costs involved arising from or alleged to
have arisen from the contractor's work to conform to �--
- ------- _ . . . - _- - -- � - -- ---- design intent.
_ - 6. All measurements to be job/field verified and advise 00
Engineer of any discrepancies prior to proceeding.
7. Drawings not to be scaled from for field work purposes.
8. All stairs:
- = a. Max rise 8 '4" Z
b. Min run 9"
_ c. Nose 1 1/8"
- - rr,
Handrail & Guard Notes:
_ 1. Handrails shall be provided on at least one (1) side of
_ - each continuous run of treads or flight with four (4) or
=
more risers.
2. Handrail height, measured vertically from the sloped
plane adjoining the tread nosing, shall be not less than
-- ----------- -- -- - ------
= y -
_ 34-inches and not more than 38-inches.
i = 3. 1-landrails foo-stairways shall be continuous for the full E-
I I length of the flight, from a point directly above the top Z
EXISTING HANDRAIL riser to a point direct) above the lowest riser of the
_ & GUARD NOT p y �
' SHOWN flight. Handrail ends shall be returned or shall terminate
in newel posts or safety terminals.
4. Handrail Grip:
z-
a. Type I. Circular cross section shall have an
outside diameter of at least 1-1/4" but not
CA-3
North Elevation greater than 2".
Scale: 1/4"=1'-0" 5. Guards shall be located on all porches, balconies,
NOTE: L IF TREX DECKING IS USED snips or raised floors located 30-in Or more above -
IF TREX DECKING IS USED 0 2 4 8 c� \ HIDDEN FASTENERS grade'
HIDDEN FASTENERS ARE REQUIRED 6. Guard height shall be not less than 36-inches.
ARE REQUIRED RAILING i
DECK TO SLOPE s"PERF- ECK TO e PERF- 7. Intermediate rails and spindles shall be placed so as
RAILINf- TYPE T.B.D. AWAY FROM HOUSE
POST AWAY FROM HOUSE SEE SPECS-� - not to pass a sphere 4-inches or greater.
2x$P.T. BLOCKING c 2x8 P.T. BLOCKING
DECKING N CANTILEVER DECKING a; N CANTILEVER
TYPE T.B.D. OVER BEAM FLASHING
TYPE T.B.D. OVER BEAM FLASHING SEE DETAIL 7
SEE SPECS 8,�, SEE DETAIL 7� 3x1"SLEEPERS SEE SPECS 8' HANGER .
3x1"SLEEPERS HANGER .' -
SEE DETAIL 7 General Design Criteria CJ
SEE DETAIL 7�'j \ RUBBER OR MOD.BIT ROOFING 1 i a I 2x8 P.T.LEDGER
RUBBER OR MOD.BIT ROOFING
� --_ _ I I I I fl I I I 1 I I _ ) 1 I 1 2x8 P.T.LEDGER
FASTEN PER DETAIL 6 4"PLY OR OSB ----"'� FASTEN PER DETAIL 6 •�
1. Seismic design category-C U
4"PLY OR OSB -"'" DECKING 2x10 P.T. 2. Concrete weathering probability-Severe O
DECKING _ -
v) c
DBL 2x8 BLOCKING RIM BOARD � 3. Design wend speed - 115mph .,� 0
BETWEEN FJ's ;:fit 4. Design ground snow load-60-psf K[ t
AT RAILING POST 5. Termite infestation -Slight to moderate
LOCATIONS 2nd FLR BEAM SIMPSON OR - . 6. Decay probability-Slight t0 moderate
SiMPSON OR ' _ t
EQUAL HOLDDOWN TS 12x 4x L OR EQUAL HOLDDOWN
- 2" ` � 7. Exposure category-B
I WGLMANIZED(2)24"MICROLLAM SEE DETAIL 7 O
SEE DETAIL 7, 2x8 P.T. DECK JOIST g
2nd FLR BEAM Z2x8 P.T.DECK JOIST ti OR GIRDER TRUSS 8. Wind-borne region - NO U
I." @ 16 in oci ^'
TS 12x 4x 2 OR @ 16-in cc EVEN WITHBOTTOM
WGLMANIZED(2) 24"MICROLLAM EVEN WITH BOTTOM . Genera!Design Loads '�-
OR GiRDER TRUSS OF EXISTING HOUSE FJ OF EXISTING HOUSE FJ 0
Deck Floor Load -60-psf live load plus dead load t
O
Comma c"!ca#ions: ,
0
I
Common S e ►f
h-
P
1. AN lumber shall be SPF#2 or better, and be pressure
i
treated as follows:
a. Posts that maybe iri contact with ground- UC3B
Al b. Joists and beams that may be in contact with
ground- UC4A
2 20d Floor Deck Laminated Beare - Wolmanized-cannot
be site treated °
3. All concrete shall be 3500-PSI 28-day strength.
4. All tube steel shall be 50,000-psi °2�T°
EXISTING 1st FLOOR DECK W°
EXISTING 1st FLOOR DECK SEE WAIVER SHEETA-1 a. All other Steel Can be 36,000-psi �N
SEE WAIVER SHEET A-15. All foist hangers shall be Simpson GMAX or Simpson oWQ o v v o
stainless steel unless otherwise approved by the Design 0_111 v
o LZ -C
Engineer. a�oa o
0�Z o'3 v
6. All hanger fasteners must be hot dipped galvanized (for >
use with GMAX hangers) or stainless (fUJ or use with
stainless hangers). 0-Z��-°- C
LI
7. Simpson holddowns, DTT!Z, shall be installed at locations o_
i on both lower and upper decks as shown on the drawings.
8. All hangers must be installed in accordance with Q��eea>I
Manufacturers specifications for use with pressure treated j�
lumber.
foAf
a. NOTE- the specific hangers maybe different 'n
based on the preservative used and the
preservative Category. Contractor to verify and
- submit cut sheets or lumber end tags-for the �a
lumber and the hangers- to Design Engineer prior , ,
to construction.
9. Flashing cannot be aluminum -must be a material N 0� I
E i
compatible with the pressure treated preservative used. g 4 v 4
o od0
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Abbreviations: d v o d
d
-8-2 ai U
P-T. - Pressure Treated a �^ *' L '
BFG - Below finished Grade v "o C3 d C
S 4- i i S O 1
T.B.D. - To Be Determined ~ ° ° *'
# DRAWN g
,
DATE
DA-3
Section 3 - Thru Railing PostsSection 7 DecemberScale: 1/2"=1'-0" PROJECT N0.
Scale: 1/2"=1'-0"
1 2 4 100% Drawings .16-0097.
0 1 2 4
For Construction
SHEET NO.
Elevations, Sections, & Notes
Unit 17 A
Scale: 1/4"= 1'-0"
A
0
BY REVISION T
Rev 1 12-/-16
GY ^hanges per BI
CENTER ROW-
CENTER OF BEAM OBJ-3"BOX NAIL BEAM ETHER
° N (1), OR LY BEAM
r 1DO NO TUSE FOR
3) OR(4)PLY BEAMS J
o 0 0 / o b o 0 0
-1--12"TYPE / (2)2"DIAMETER Ill O ® o f
o d o 0 o THROUGH BOLTS 1
WITH WASHERS
0 0 0 o a o 0 0 t O { O O
2"
BEAM MUST REST FULLY F
ON POST
Microlam Beam Assembly Detail
9-A4 P.T.6x6
TYP.POST
Scale:N.T.S. �-
03
LO
TYPICAL POST AT SPLICE NOT ALLOWED 03
v o
CD 03o
W
5-A4 Beam to Post Connection] - I & 2 Ply wood Beams z �
Scale:N.T.S.
A �
Z
P
GALVANIZED LAG BOLTS
=3"LONG-PREDRILL STEEL p
2x6 PRESSURE TREATED
LEDGER FASTENED TO BEAM ,FLOOR JOIST SITS ON
E-�
- yp� I TOP-SEE DETAIL 0
3 24 T
L J�.T.2x6
� o
-TUBE BEAM
TUBE METAL BEAM / ur;
ENDS SEALED
PRIMED -w ter- TS 4x 4x Q" -�r�TS 4x 4x 4" Z
FOUR ANCHORA-EVELING L, FOR ANCHOR/LEVELING
"DIA ANCHOR/LEVELING Sx 12x 2"STEEL PLATE BOLTS a"DIA ANCHOR/LEVELING 8x 8x z STEEL PLATE BOLTS U
ATTACH Wl1"H 1"GALVANIZED BOLTS(4)TYP WELDED TO POST BOLTS(4) TYP - WELDED TO POST TS 4x 4x 4"POST
1
se-r Steel Beam Top Plate Detail z _ .
R STAINLESS LAG SCREWS a.. GROUT AFTER__---1'.,, `��+ r-
GROUTAFTER� -� - +::..-.
Scale:N.T.S. N CAS SHOWN LEVELING O 8x 12x z" LEVELING - 0 8x 8x 2"
„ � o o � o '� � STEEL PLATE MIN. 4-in EMBED STEEL PLATE
12„—� MIN. 4-in EMBED
2„ f^�2„_� �TS 4x 4x 4”POST 12-in SONOTUBE O o
0 0 w/(4)#4 VERTICAL REBAR 2”SONOTUBE -
FOUNDATION AND#3 REBAR TIES
-
�_STAGGER FASTERNERS AT 12"oc
IN 2 ROWS AS SHOWN 1
s-A4 Ledger Attachment Tb House
Scale:N.T.S. 2-A4
Steel Post to Foundation ,Connection 2 A4 Steel Post to Sonotube Connection
y Scale:N.T.S. Scale:N.T.S.
�--� 10x 4x 2"TUBE
i
STEEL BEAM
POST CAP • C
10"L-4-118"CLEAR INSIDE 0
/
'STEEL
O OV.
ot
o O f ft
^� CAP WELDED X14)i°THRU BOLTS U
r -----TO POST-1"WELD-� V�TH WASHERS � [a O �
ALL AROUND
--�_4x 4x 4"STEEL +
POST PRIMED �- -�- `�'tl`, � �
�U �
NON-CORROSIVE FLASHING { NON-CORROSIVE FLASHING "
MIN. 6-in ABOVE HOUSE FLOOR MIN. 6-in ABOVE HOUSE FLOOR SEE DRAWING FOR LENGTH
f—�6"—�
17-8 A4 Tube Steel Beam to Steel Column Connection Detail
LEDGER- SEE DETAIL 6-A4 V 7 LASHING MIN. 6-in OUT FROM HOUSE LEDGER- SEE DETAIL 6-A4 LASHING MIN. 6-in OUT FROM HOUSE
— SIMPSON LUS8 OR EQUAL — SIMPSON LUS8 OR EQUAL
Scale:N.T.S, GMAX OR STAINLESS HANGER �GMAX OR STAINLESS HANGER a j
ECK JOIST ECK JOIST
(2) 24 ML BEAM u i r- 2)#4 REBAR O
fWO
LMANIZED \�_6-SD#9x1-1/2"SCREWS \,6-SD#9x1-1/2"SCREWS �-•.
OR 8-10Dx1 1/2"NAILS OR 8-10Dx1-1/2"NAILS End of Stair Pad Detail
3-A4
OST CAP FOUNDATION OR� IMPSON DTT1Z HOLDDOWN OR Q FOUNDATION OR� HDG LAG WITH HDG WASHER OWN OR EQUAL Scale.N.T.S. NOTE:
EQUAL E U
2"�`-�2"�2" 16'H- 161 3-5/8"CLEAR INSIDE 8 HDG LAG WITH HDG WASHER HOUSE WALL e CONCRETE SHALL BE 3500 psi
N HOUSE WALL 3-in PENETRATION INTO SILL, 3-in PENETRATION INTO SILL,
'�-4"STEEL
e ° O €A�
TOP PLATE, OR STUD �— TOP PLATE, OR STUD
° CAP WELDED €- -��_f4)2"THRU BOLTS At Holddown Joist Locations At Joists Without Holddowns °
�� WITH WASHERS ° o �
N TO POST-1"WELD ooc�2 ��,� a
c L�°CC L Of:
4
ALL AROUND
4x 4x 4"STEEL 7_A4 Joist Attachment to House Ledger �N°�U o=
_��
POST PRIMED cvN. crm
�— Scale:N.T.S. 4 vo 0 0" �c
n v° �' oma•-a o E
oNoEj 0 -0 13C-0 pq
di C) 0,01 NNp
11A-A4 Microllam to Steel Column Connection Detail � 33`N0 2 T�va
Scale:N.T.S.
- , 10d TREADED NAIL OR ®dad
NOMINAL 24 in e #10 WOOD SCREW 2-112"LONG
°0���i
f-8„-f-16”TYP-s' �IN 2 ROWS 4 �oo A.�
GIRDER TRUSS
`
• l • ,'
f-16" POST CAP • • • • •
2"/-t-?2"-�2"�- 16"H- 16"L- 'XX"CLEAR INSIDE .x-16 TYP
"STEEL-SEE TRUSS MFGR � 2"� 3 �a��
I USE THIS OPTION fi � ��e°
TRUSS DETAIL FOR WIDTH $USE THIS OPTION FOR _
O ° ALL FJ-BEAM ALL FJ-LEDGER CONNECTIONS rOR
ONNECTIONS e v
°� ° €� � 4 A4 Wood Beam Assembly Detail � � �� U S
CAP WELDED ---1 4)2"THRU BOLTS _ +,w °
iv -TO POST-1"WELD--�' WITH WASHERS °I Scale:N.T.S. C 19 Q P ai a a
ALL AROUND °�_(6) 10d NAILS ° aN, �^ a � v�' m�'
-\_4x 4x 1"STEEL ' °s° INTO HEADER e � s 3 i i °> Ln i
SIMPSON OR EQUAL
4
POST PRIMED H1 OR H5 HURRICANE TIE
SEE NOTES BELOW :��(4) 10d NAILS
INTO JOIST sc� iasoa° Rt 1Z
0 Q-0 -P U E Z U -P Z
A
�+ �-+ �-+ SIMPSON OR EQUAL DRAWN gy
11C-A4
Girder Truss to Steel Column Connection Detail � EE NOTNGER DATE
SEE NOTES
Scale:N.T.S. 8-A4 # Joist to Beam/Ledger Connect Detail
December 1, 2016
PROJECT NO.
Scale:N.T.S.
NOTES:Hangers shall be ZMAX hot-dipped galvanized 100% Drawings 16-0097-U17
connectors For Construction
2.Fasteners(nails)shah be either:
--Mechanical galvanized Quick Guard, or SHEET NO.
--Hot dipped galvanized Details
3.All holes in hanger must be filled
Unit 17 A-4
Scale: 114"= 1'-0"
..• .r ixe „B
Y. REVISION ,
s.. GY Hev 1 12-/-1b
hanes r)eg r BI
'"
'
I
�—�PO S T/COLUMN
MITERED JOINTS /
„�„
EM DRILL&FASTEN WITH AULKED BEFORE TOP OF SONOTUBE
�B DECK SELF TAPPING #10 1"LONG PAINTING/STAINING
DECK JOIST
2x8 P.T. @ CL @ 24-in oc
JOIST � -
BLOCK 1x CEDAR
LUE&SCREW :. ,",: ,••' ,,+� „ • .. RADE
TO STEEL POST
D C�
8d GALVANIZED
3 TYP- ALVANI
4
2 8d GALVANIZED
� - -
NAILS BLOCK TO BE M , PREDRILL WOOD TO
DEP
TH
coNAILS � FILL WITH WOOD PUTTY -
2x8 BLOCK SCREW INSERTED .:` \ �'
4x4 STEEL COLUMN \ \ -4'-'--
AFTER
(3) 8d GALVANIZED �� of
:t a °°�
DECK .',.,';.:. .:
NAILS- SEE OTHER DETAIL % PRIMED
JOIST _ .•
BEAM 'A�
CCS 0 �
14-A5 Cedar Covering of Steel Posts
Scale:N.T.S. 12-A5 Top of Sonotube To Grade a;
Scale:N.T.S.
1�-A5 Blocking Over Beam
Scale:N.T.S. z
U]
P.T. 2x6
r�n G�
TOP PLATE "-
E-�
t1] . U
z °
} (3)#4 REBAR O
/ PINS-EQUALLY
4-in REVEAL CEDAR SPACED Z
+ RAILING POST (6) 8d GALVANIZED NAILS SIDING MATCH HOUSE
3-FROM ONE SIDE L
3-FROM THE OTHER 2x1 PURLINS @ 24 in oc
L ��---GLUE& SHOOT OR SONOTUBE�
N,--LEDGER TO ° h•-�
HOUSE RIM BOARD j ECK JOIST LUE& SCREW TO BEAM
_\ , #4 REBAR TO STICK u
GUTTER \__D UP INTO SONOTUBE---. c
DOWNSPOUT ECK JOIST _ , 2x1 PURLIN ENTIRE MIN. 4-in —
SIMPSON OR EQUAL DBL BLOCKING-INSTALL _ LENGTH OF BEAM
FRAME AROUND DOWNSPOUTBEFSIMPSON OR EQUAL HUSC28 2 / DRILL BEDROCK&
\_w/P.T. 2x6's TOENAILED WITH HUSC28S HANGER GETNAILS BOARD
U HANGER ANGER EACH SIDE OF
SS I R DRILL&FASTEN WITH EPDXY#4 REBAR
8d GALVANIZED NAILS INTO GMAX OR STAINLESS BLOCKING
INSTALL BEFORE RIM BOARD INTO BLOCKING SELF TAPPING #10-1"LONG� GLUE& SCREW BOTTOM MIN 4 in INTO BEDROCK
DECK JOISTS @ CL @ 24-in oc CEDAR PLATE TO STEEL BEAM
DBL END JOIST
PREDRILL WOOD TO "'DEPTH
22-As Framing Around Gutter Downspout 1$-A5 Blocking Under Railing Posts FILL WITH WOOD PUTTY_J13-A5 Sonotube to Bedrock Detail
AFTER SCREW INSERTED
MATCH BEAM WIDTH
i Scale:N.T.S.
Scale:N.T.S. Scale:N.T.S.
15-A5 Cedar Covering of Steel Beam o
i' Scale:N.T.S.
oxQ
p o �
EIzz
CKING —
MODIFIED BITUMEN PLACE LAG SCREW
!`
2x1 SLEEPERS ROOFING OR RUBBER OMINALLY CENTER
ROOFING rOF DECK JOIST C
I
PLY OR OSB NOTE: ti.. IZ-
' DECKING PRIVACYWALL_� DO NOT WRAP MICROLLAM
]\-DECK JOIST SHEATHING BEAM IN PLASTIC,
Z
TYVEK OR ANYTHING 1 O
PRIVACY WALL_ e"x 5"GALVANIZED
iSTUDS @16 oc LAG SCREW
Deck 'Sealing I / `PREIT
-DRILL S 1 CE
22-A6 g �.,../ (3)EVENLY SPACE 2x1"PURLINS '
ALONG WALL 24-in oc
Scale:N.T.S. /NAIL TO ML
i
BL END FJ o
T
N
e 4-in REVEAL CEDAR vri .0
1 s-A5 DBL End Joist Attach to Privacy wall SIDING ''°2
—MATCH HOUSE IRDER TRUSS .2,2' c° v a v 6
- LUN�+t.N� -O QL. U
. Scale:N.T.S. - / �-0 i
v
2x1 PURLIN ENTIRE MINIMUM 1/2"PLY OR OSB OUUJo a 4,,,.9 c o'�
ON EACH SIDE OF G.T. � n o ^E
/ LENGTH OF BEAM o oa'`+ N¢
BOTH SIDES °V1a°��° ;� 0�
FPP°111_ RILL&FASTEN IMTH lv
o�v'o� "N v'oo 'c -
°ELF TAPPING #10-1"LONG CEDAR SIDING �i N 3; ma,v a am
@CL@24-inoc �/ ��z�n v� pS;"-u-:o UUJ
- UZ� N I�
PREDRILL WOOD TO 4"DEPTH
FILL WITH WOOD PUTTY
AFTER SCREW INSERTED ��rje
_CEDAR COVER BOTTOM �°
a MATCH WIDTH OF BEAM OF G.T. � c pad' +'('
d Cedar Covering of Girder Truss
1s-A5 Cedar Covering of Microllam Beam 15a-A5 g
2x8 DECK JOIST °
. . � Scale:N.T.S.
Scale:N.T.S. v� r ®• ..
(3) 10d GALVANIZED
NAILS—",., ` . .�Y y�
O
r�i9�v �r FAC\���av���a
1 a j a v v e v
2x10P.T. mS u w�U
a rn� + a � + +
RIM BOARD o Q d -°a v -P U -P
d O
Rim Board to End of Joists o U d � x
20 A5 a U1 NS 7 L L > t! L
N N Ul m�' L O O L N O
UIS Q � +' ?• v >-•
�4'4- 3 •F' Ut i-' UI
Scale:N.T.S. su-. L L-C 0 Q) oa, os u#,
F- O CL-0i' U E Z U 41 Z
DRAWN gy
DATE
December 1, 2016
PROJECT NO.
100% Drawings 16-0097-U17
{ For Construction
SHEET N0.
Deck Plans
Unit 17 A-5
Scale: 1/4"= 1'-0"
+.--. __.—_...".. -_ - lilill i i ii II il..I i i i in ii iiva.I4 u i i u u ,uan apil ni ii i I i ,nYlln"ia a Yi, i i i II ly„ iii I iiui i i I -i - - I - ai - I ii imaw l i ii i iieii a iii li i iii i Ir .JYn
BY
REVISION -
Rev 1 12-%16
GY Changes per 81
B SHINGLES TO MATCH HOUSE
1-
15#FELT
2"PLY SHEATHING MATCH PROOF
2x6 RR-MATCH PITCH
MATCH FASCIA c
SINGLE TOP PLATE � TO EXISTING
.•-r
W DBL 2x6 MATCH NOMINAL MATCH INSIDE oo
LAGAINST HOUSE 3-in CORNER TRIM-\ Lo
NAIL TO HOUSE ---CORNER TRIM ,
X Q `= IWITH EXISTINGLO
°
/ Z a 2x6 STUD I o
SIMPSON OR EQUAL (1) 2x6 @ 24 oc VERTICALLY W W �--
METAL BRACING`� BETWEEN STUDS _ z @ 16-in oc I
co
-1'-0° ONE SIDE ONLY i. ABOVE BEAM / LINE OF 2nd FLOOR C
coo DECK —
LOCATION OF
w
I 2nd FLOOR DECK - - i
BEAM -DBL 2x6 PLATE
_ TS 12x 4x 2"o�� _ BEAM---'�J
(2) 1-3/4 x 24"MICROLLAM
'it _ .. U
DBL 2x6 °
AGAINST HOUSE C"J
NAIL TO HOUSE
SIMPSON OR EQUAL
METAL BRACING--,_ 2x6 STUD i W4
ONE SIDE ONLY -�`-@ 16-in oc i ,
i�
- h SEE DETAIL P1-A7A--,,� U) U
o
"x 10"THRU BOLT
LINE OF 1st FLOOR
° 12-in SONOTUBE SIMPSON HUCD610-SDS DECK`
rites @ 24"oc VERTICALLY�\ OR EQUAL GMAX OR
.' 4'-0' START 6-�n FROM BOTTOM \ _. I ) STAINLESS HANGER
5 TS 4x 4x 2"�-- 2x6 TOP PLATE �'---1
_-- SEE DETAIL 14-A-5 ___ T. 2x6 BOTTOM PLATE M� r-
AND DETAIL 2-A4
2)2x10 BOXBEAM
#4 REBAR 3-in LEG IN PAD
MIN. 6-in EXTEND INTO SONO TUBE SIMPSON GM J610R
12-in SONO ice R EQUAL GM,�X OR
TO MIN 48-in BFG STAINLESS HANGER
18-in DIA ELEPHANT FOOT 18-in DIA ELEPHANT FOOT 18-in DIA ELEPHANT FOOT 18-in DIA ELEPHANT FOOT
OR 16x16x10"PAD UNDER—�I OR 16x16x10"PAD UNDER OR 16x16x10"PAD UNDER OR 16xl6x10"PAD UNDER
SONOTUBES SONO TUBES SONOTUBES SONO TUBES
i
`, D-7
Privacy Wall Sheathing P-ar Privacy Wall Bracing P-Fr Privacy Wall Framing P-Fr Privacy Wall Elevation
S� Sonotube Detail Scale: 1/4"=V--0" A-7 Scale: 1/4"=1'-0"
A-7 Scale: 1/4"=1'-0" A-7 Scale: 1/4"=1'-0"
A-7 Scale: 1/4"=1'-0" I
f � O
05
, I
Z
2x6 STUD
�
2) 2x6 STUD ON N
I z"PLY OR OSB SHEATHING ,--INSIDE OF WALL (� V
MATCH EDGE
I I TYVEK WRAP
/ - TS 4x 4x 2"COLUMN O
2 SHEATHING J IN PRIVACY WALL
PLY/OSB SHEATHING 4-in HORIZONTAL CEDAR z
SILICON CAULK TO FIT WITHIN 1/8-in OF ISIDING
i' AROUND JOIST BEAM BEAM-ANYTHING LARGER
INTERFACE WILL BE REJECTED
2x6 STUD Q
I� SILICON CAULK BETWEEN MATCH EDGE
JBEAM AND SHEATHING WITH TS ON
ONE SIDE
ADD PEAL-&STICK' DRILL OUT SHEATHING
FLASHING TO BOTH OA-7
Typical Privacy Wall Construction TO FIT AROUND BOLT __SPACE
SIDES OF BEAM& "
ACROSS TOP OF BEAM Scale: 1/4"=1'--0" SPACE @ 24 in oc
I AT WALL PENETRATION 2nd ROUND OF SILICON VERTICALLY
CAULK BETWEEN BEAM
AND CEDAR SIDING ` J
TS - Wood Stud Connection o -
C
Scale: 1/4"=1`-0"
Y
0,2 FTO
o v+ U
2x6 STUD `oWQovo crn�c w'c
rn,( c �000. u
N 2 N C
OA-7
OE
Typical Sealing Around Beam 2"PLY OR OS SHEATH/NG \\ EXTEND BACK FLASHING -°oN oo 040:' iVO3 j NO E. -p_ a a TO76-In AFDow Scale: 1/4' -1-0' TYVEK WRAP j o� o�
-- I--CAULK BETWEEN FLASHINGS Uj 0 o`vim 0 0 cwt a o r-
-
4-in HORIZONTAL CEDAR CAP FLASHING ozw Cr—o_ a;. o �w
SIDING POST PRIMED
WHERE INSIDE WALL
i
\IECKING ������ ui�
TS 4x 4x POST
_EXTEND BACK FLASHING INSIDE WALL-----,,,
J TO 3-4"BELOW DBL END JOIST INSIDE WALL
2 2x6 2x6 TOP SIMPSON HUCD610-SDS e LJ !
O \ ---OR EQUAL GMAX OR "-
PLATE
\\\ STAINLESS HANGER
OUTSIDE- 1 2x6 o
OA-7
Typ,cal Privacy Wall Flashing Scale: 1/4"=V-0" 3 N i
Vp
va, a, dv
Cc, S i j S L a, o
U O a N O a,
SIMPSON HUCD610-SDST rn *'-P U 41 L C A
GMAX OR STAINLESS HANGER 2x6 PT BOTTOM a Q) C m d .1 w v,� m vi
OR EQUAL-BOTH ENDS PLATE d73� N s 3 L Ys > �s
a, vV, m+1sooio, o
Ln s a, + > v�>-
-P 4- 3 +1 m+1 ,n
N O d d C a, 3 C aN 3
S 4- L L S O a, N O S a,
H O Q-0 +' U £ ZU +' Z
STEEL COLUMN PRIMED
AND PAINTED[2 COATS] DRAWN gy
WHERE EXPOSED
� DATE
December 1, 2016
j
P-2 Bottom Privacy Wall Beam v PROJECT No.
100/ Drawings . 16-0097-U17
A-7 Scale: 1/4"=1'-0" For Construction _
SHEET NO.
Privacy Wall ans
Unit 17 A-6
Scale: 1/4"= 1'-0"
j