BOTH-000831-2016 TOWN OF QUEENSBURY
iL
--r 'r 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building& Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: BOTH-000831-2016 Date Issued: Thursday, August 23, 2018
This is to certify that work requested to be done as shown by Permit Number BOTH 000831-2016
has been completed.
Tax Map Number: 252.47-1-13
Location: 7 TOP OF THE WORLD
Owner: James Rosmarin, 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 7 Top of the World Homeowner's Assoc . TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the r
4
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 (518)761-8256
BUILDING PERMIT
Permit Number: BOTH-000831-2016
Tax Map No: 252.47-1-13
Permission is hereby granted to: Northern Enterprises
For property located at: 7 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: James Rosmarin Deck 522,447.67
Owner Address: I l Partridge GLEN Total Value $22,447.67
Rexford,NY 12148
Contractor or Builder's Name/Address Electrical Inspection Agency
Northern Enterprises
38 Saratoga AVE
South Glens Falls,NY 12803
Plans&Specifications
192 sq.ft.deck
(replacement)
Unit 7 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 most be made to the code Enforcement Officer
of the Town of Queensbulybafore the ex[g7t/ption atkaemberl
Dated at the Town of ueensb r/ ue3,2016
SIGNED BY: Vvfor the Town of Queensbury.
Director of Building&Code Enforcement
nice use univ
ACCESSORY STRUCTURE APPLICAT w// e�l'
�11 � Received
DATE � JJ11 � ' / Tax Map ID
TAX MAP ID - I l Permit No. l�
IL
Permit Fee SC� h�i.-e l3ad
ZONING � Rec Fee
HISTORIC SirE _Yes No Approvals
SUBDIVISION NAME ^,, , 1 o /,J /�
APPLICANT 1 9 A 010 LIA,I.I�I U.. OWNER — D (Pl l k' �(,,(/���17��l.UVIW ZS ASC.
ADDRESS - Q.- .0 ADDRESS �41 LOl.k I,UA 7 ► f I4 d_4`'1 7
10asal)s ad I Vo Gebu 0 Aiq I ffg5
PHONE J7JUP PHONE h r ,^�mle ��J
CONTRACTOR r� � COSTOFCONSTRUCTION(ESTIMATED): $�ia` L4g //
7. W7 I
ADDRESS: Q UG BUILDING ADDRESS: q41 I- both lV7 I f tfq�(� 7
PHONE:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE W I _ PHONE4kO"1 Q7S
TYPE OF CONSTRUCTION
Check all that apply Please Indicate measurements as required below
Boathouse 1"floor sq,ft. 2"1 floor sq.ft. Total sq.ft. Height
Boathouse with Sundeck
Deck Q� 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 occup ncy.
✓I have read and agree to the above: Print Name: I Date: I
Signature: Date;
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@yahoo.com
June 23,2018
Re: Certification
Unit 7—Upper Deck
Mr.Waugh
.ToW
Dear Sir:
This letter is to certify that the upper deck on Unit 7 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.
'`j1t115tti;q..°' ,: %tp, j
Sincer tits . -
rt.F '
a�.Y�� 15 � V Va lithai;APE - E George
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AUG 232018 t
TOWN OF QUEENSBURY
BUILDING&CODES
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' I BY REVISION
Rev 1 11-7-16
GY Removed 1st FIr Dk
GY Rev 1 12-7-16
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TOWN OF QUEENSBURY ® ui
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Date: Q0
BOUT NOF QUEENSBURY 0 to �
DEPARTMENT Co
Based on our limited examination,compliance
with our comments$half(lot be construed as
indicating the plans and sp 'kation$ are in
full compliance with the wildi
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NOTE: NOTE:
2nd FLOOR DECK 2nd FLOOR DECK
ALREADY REMOVED ALREADY REMOVED C�
�e-2 2nd Floor Deck - Demo Plan Ex-2 existing 2nd Floor Dock �-
A-1 Scale: 1/4"=1'-0" A-1 Scale: 1/4"=1=0"
Proposed 2nd Floor Deck HABEREMO AREA
2 4 8 TO BE REMOVED p 2 4 8 �
Pr--2 p °
A-1 Scale: 1/4"
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i Scale: 1/4"=1'-0" �' �/
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r The Client Top of the World Condo Association has requested that the first-floor decks be TO WN OF QUEi NSBURY -C 4 L L-C o v v o s v
&CODES o a-0 +1 U E Z U+1 Z
BUILDING
eliminated from the Engineer's, Engineering America Company, drawings and not included in I DRAWN gy
the construction documents submitted for a building permit.The original drawings were
I developed based on the original need to replace both the first and second floor decks on Units DATE
August 17, 2016
7, 27, and 32. It is the Engineer's opinion that the first-floor decks should be replaced and not
'just left as is', or 'fixed', at the discretion of someone else. PROJECT NO.
100% Dra wings 16-0057-U7
In consideration of the substantial risks to the engineer in rendering professional services in
For ConStr'(JCtJ(JJ']
connection with this Project scope change, tE'i Client and the Owners of Units 7, 27 and 32 SHEET NO.
agree to make no claim and hereby waives, to the fullest extent permitted by law, any claim or Deck Plans
cause of action of any nature against the Engineer, its officers, employees, agents, or Unit 7 A-
subconsultants, which may arise out of or in connection with this Project scope change or the
Scale; 1/4"
performance by any of the parties above-named of the services under this Agreement. = 1'-0"
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BY ( REVISION �e
Rev 1 11-7-16
GY Removed 1 st Fir Dk
Rev 2 12-7-16
Gy Changes per 81
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NOTE: C W
(4) SIMPSON HOLD DOWNS
TO BE INSTALLED Z a
(1)NEAR EACH END AND THE
OTHER(2)EQUALLY SPACED f C -4
LEDGER BOARD ACROSS DECK
SEE DETAIL 22-A6 SEE DETAIL ry_�
FOR DOWN SPOUT FRAMING P� W
SIMPSON OR EQUAL SIMPSON OR EQUAL SIMPSON OR EQUAL v
SIMPSON OR EQUAL HOLD DOWN HOLD DOWN HOLD DOWN
HOLD DOWN SEE DETAIL SEE DETAIL SEE DETAIL
G
SEE DETAIL �
I r o BEAM:
S 12x 4x , OR04
T z d
CD
TS 4x 4x 4" OLMANIZED(2)24-in MICROLLAM TS 4x 4x 4" Gz7
LAGS INTO LOCATE INSIDE {SEE ML NOTEJ�FLOW), OR IELD VERIFY �d
PRIVACY WALL SEE DETAIL LL PRIVACY WALL GIRDER TRUSS(SEE G.T.NOTE BELOW) LOCATION Q
STUDS------, 21-A6 FOR
SEE DETAIL �. MISSING VENTS ,�_ �ry C) °
O CO _ 4 P�� E e
x 24'-2" lJ
LL
DOUBLE
END JOIST SPECIAL NOTE: SPECIAL NOTE:
Upper IF USING A MICROLLAM BEAM IF USING A GIRDER TRUSS s
DOUBLE D-2
"-'pper Deck Beare 1T CANNOT BE WRAPPED IN THE GIRDER TRUSS SHALL
TYVEK, PLASTIC, ORANYOTHER BE DESIGNED FOR AEND JOIST MATERIAL OTHER THAN THE MAXIMUM DEFLECTION
Scale: 1/4"=1'-0"
CEDAR SIDING OF 1/3-in UNDER FULL
2x8 PT FJ LOAD CONDITIONS
Fr-2 Upper Deck Framing Plan @ 16-in cc ° 2 4 8 CONTRACTOR TO PROVIDE
MFGR. CERTIFICATION FOR
A-2 Scale: 1/4"=1'-0"
�J2) 2x10 RIM BOARD THIS CONDITION
0 2 4 g SEE DETAIL
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0�400� 700 O
n ti vO t�Uv .O LC U
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12-in SONO TUBE TO 12-in SONOTUBE c va°c�N 3 v v L
TO MIN. 48-in BFG r� m °v cs o
IN 48-in BFG
SEESHEETA-6 / 1 oYOQ�c� �acn ®crn
ow
2 cu
18-in DIA ELEPHANT FOOT tri,N 3 3� n1c-,aci v v a aQ
f �4 2„ w v°v UJ c��a Oc
- R 16x16x10"PAD UNDER F- .z� o- 0--o, c.)w
18-in DIA ELEPHANT FOOT SONOTUBE N M
R 16x 16x 10"PAD UNDER
SONOTUBE �b®����1���$dddda4��d�B
Fan Foundation Plan ; , ���•
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A-2 Scale: 114"=1'-0" d 'm �
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DRAWN gy
j DATE
August 17, 2016
PROJECT NO.
.,
100% Drawings _
For Construction �6 0057 U7
- SHEET N0.
Foundation & Framing Plans
Unit 7 A-2
Scale: 1/4",= 1'--0"
.. .. ......._...-------.._—- - – -- -
e
BY I REVISION
s GY
Rev 1 11-7-16
Ir Dk
• `'SII'
e " NOTES.
Removed 1st F
. SPECIAL NOTES. . Rev 212-7-16
f GY Cr►anaes per Bl
I It I: Contractor shall walk through, each unit that will be
1. Should the project become delayed for any reason, and
�� I I I 1 1 1 1 1 1 1 I receiving a new deck(s) and observe and cracks or other
the time between the beginning of the project and the date
rT- I i I I Y-i I�T-Y� " 1- I I I I I I I 1 1 I t
I 1 ILT-YLI I I I I I I I I I 1 imperfections. The Contractor shall be accompanied on stamped by the Engineer exceed one (1)year the plans
I rr I I I I I I I 1 � I l-��I u i I I I I ' 1 I I I 1 I I I 1 I i I 1 I 1 I I I I I I I / r g y p ,
I I r' must be reviewed for NYS Code changes by a licensed
I I this walk through b the Owners re rs.sentative. Photos
- - - - - - - - • • • • . • - and notes will be taken and made part of the Construction NYS Engineer or Architect prior to beginning construction.
J1 I 2. All construction shall comply with the 2015 Residential
Documents. 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.
y shall observe and examine"the existing r{m boards (not the" 3 The contractor/owner shall comply with all laws, rules and
i i I I ledger boards) for both the first floor deck and the second
l floor deck. if they are deemed 'unacceptable'by both the ordinances of any public authority bearing on the
r I I --Contractor and the Owner's representative, they shall be perfonXlance of the work.
I , 4. The contractor is solely responsible for all construction
removed and replacedprior to beginning construction of he
1 means, methods, techniques, sequences and procedures
decks:
1 k and for the coordination of all portions of work. ., 1
5. The Engineer is not responsible and is to be held harmless co
by the owner from any claim or suit whatsoever, including co
all payments or costs involved arising from or alleged to
--- ---- - ; have arisen from the contractor's work to conform to °
--- _ , design intent. o
CID
_ 6. All measurements to be job/field verified and advise C112 w
-{ Engineer of any discrepancies prior to proceeding. z a
1 7. Drawings not to be scaled from for field work purposes.
8. All stairs:
a. Max rise 8 X" z z
l ' _ b. Min run 9" 1011
c. Nose 1 1/8" ul
Handrail & Guard Notes: cD �
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 E o
plan adjoining the nosing, shall not less than
e tread n all be
34-inches and not more than 38-inches. z °
3. Handrails for stairways shall be continuous for the full
length of the flight, from a point directly above the top Z
riser to a point directly above the lowest riser of the
flight. Handrail ends shall be returned or shall terminate
in newel posts or safety terminals.
North Elevation � (!A
l_W West Elevation 4. Handrail Grip:
EI-N a. Type I. Circular cross section shall have an
A-3 Scale: 1/4"=1'U" -3 Scale: 1/4"=1'-0'
outside diameter of at least 1-1/4" but not
greater than 2".
0 2 4 $ 0 2 4 s Y,>y 5. Guards shall be located on all porches, balconies,
07
ramps or raised floors located 30-in or more above
grade.
6. Guard height shall be not less than 36-inches.
NOTE: 7. Intermediate rails and spindles shall be placed so as
NOTE: IF TREX DECKING iS USED
IF TREX DECKING IS USED �„ HIDDEN FASTENERS r10$ t0 pass a sphere 4-inches Or greater.
HIDDEN FASTENERS ARE REQUIRED --.
ARE REQUIRED
DECK TO SLOPE PER F RAILING DECK TO SLOPE q"PER F'
RAiLINPE
AWAY FROM HOUSE SEE SPECS FROM HOUSE
/POST 2x8 P.T. BLOCKING DECKING 2x8 P.T. BLOCKING General Design Criteria
DECKING / N CANTILEVER 1 O
N CANTILEVER TYPE T.B.D. ro
FLASHING
TYPE T.B.D. FLASHING VER BEAM SEE DETAIL 7
OVER BEAM SEE SPECS A 1. Seismic design category-C
SEE DETAIL 7
SEE SPECS F'-3" 3x1"SLEEPERS HANGER 2. Concrete weathering probability-Severe
3x1"SLEEPERS- HANGER +�
I SEE DETAIL 7 SEE DETAIL 7 Q) G
NG 3. Design wind speed - 115 mph
'OR MOD.BIT ROOFING 311 1 I' I I I A I q i I I I I h 1 ! 2x8 P.T.LEDGER
--� , , - , , n d I I 1 I I 1 I 11 ---I \ l 2x8 P.T.LEDGER 4 Design ground snow load - 60-psf
RUBBER OR MOD.BIT ROOFING ----- '"�-•-"•- FASTEN PER DETAIL 6 Q
` FASTEN PER DETAIL 6 a PLY OR OSB �lAI 5. Termite Infestation -Slight to moderate
2"PLY OR OSB ---�'�' - DECKING 2x10 P.T.,_i- - /I 6. Decay probability=Slight to moderate 'Q .Q
- . . 7. Exposure category-.B
DECKING RIM BOARD / - v)
DBL 2x8 BLOCKING J - `_ -
BETWEENFJ's =' m 8. Wind-borne region - No
AT RAILING POST '. 2nd FLR BEAM
LOCATIONS TS 12x 4x z"OR SIMPSON OR - 1 ._ General Desi n Loads
I - SIMPSON OR EQUAL HOLDDOWN g s �►
WOLMANIZED(2) 24"MICROLLAM C O.
EQUAL HOLDDOWN OR GIRDER TRUSS SEE DETAIL 7
2nd FLR BEAM SEE DETAIL 7 2x8 P.T. DECK JOIST Deck Floor Load -60-psf live load plus dead load
TS 12x 4x 1"OR 2x8 P.T.DECK JOIST @ 16-in oc "
z @ 16-in oc�
WOLMANIZED(2) 24"MICROLLAM EVEN WITH BOTTOM EVEN WITH BOTTOM
OUSE FJ
EXISTING H
OF
i
OR GIRDER TRUSS OF EXISTING HOUSE FJ ~ l
Common Specifications:
I. All lumber shall be SPF#2 or better, and be pressure
treated as follows:
a. Posts that may be In 'contact with ground- UC3B
b. Joists and beams that may be in contact with
ground- UC4A J
2. 2"d Floor Deck Laminated Beam - Wolmanized-cannot
_ be site treated °.
3. All concrete shall be 3500-PSI 28-day strength. 4 o° 0-.
i °
c L w c.- •`
i 4. All tube steel shall be 50,000-psi °° aj° a o v °
0) 0 -50 s+ cc U
a, All other steel can be 136 000-psi s UN�� ° °
5. All joist hangers shall be Simpson GMAX or Simpson owQ OU„•o •� v U (0,1-
stainless
i
stainless steel unless otherwise approved by the Design os S- o E
EXISTING 1 st FLOOR DECK i EXISTING 1st FLOOR DECK
a 7 0w vv.
Engineer. `°oma°°v o v ay n O rn
SEE WAIVER NOTE-----\ 6. All hanger fasteners must be'hot dipped galvanized (for >i 0°o�� o C'o,0
SEE WAIVER NOTE SHEET A-1 0>°-V)a�rn0-.
y C:> •°u
SHEET A-1 use with GMAX hangers) or stainless (for use with �;�, 3 0�,�
stainless hangers). �zJ �" o �o UW
3 7. Simpson holddowns, DTT1 Z, shall be installed at locations o- N
t A ' on both lower and upper decks as shown on the drawings. .,SSqq gg ®®g99a
l 8. All hangers must be installed in accordance with as ����
l
Manufacturer's specifications for use with pressure treated Q ,®�A�,umf °�V .
a. NOTE-the specific hangers'maybe different < r
based on the preservative used and the
preservative Category. Contractor to verify and
submit cut sheets or lumber end tags-for the �o �T
lumber and the hangers,- to Design Engineer prior ���°�4 Ub
: :w to construction. �"°4.
9. Flashing cannot be aluminum - must be a material s v T °'
-P v vvai, da
compatible with the pressure treated preservative used. v 3 P W v o
UUo-00) 0
Abbreviations: s e d o z vi g
. _ U -Y d .--Y
P,T. - Pressure Treated N
BFG - Below finished Grade a)�'a d d C v ; C v
T.B.D. - To Be Determined s s s s o E Z o s v
r o aa+ u Ezu +�z
DRAWN gy
DATE
i August 17, 2016
PROJECT N0.
3) Section 3 - Thru RailingFrosts nA3Section 1 X00% Drav�oings
- 16-0057-U7
A-3 Scale: l/2"=1'-0" Scale: 1/2"=1'-U" For Construction SHEET NO.
1 2 4
2 4 0 Elevations, Sections, & Notes
Z
Unit 7 A-3
Scale: 1/4 1'--0"
a
BY I Rev 1 1I1-7-6
G Removed 1st Fir Dk
Rev 2 12-7-16
GY Changes ner81
CENTER ROW--
CENTER OF BEAM 0(j-3"BOX NAIL BEAM EITHER
(1), OR(2)PLYE3EAM
N ' DO NOT USE.FOR l N3"
3) OR(4)PLY BEAMS I 1
1-6"-x-12"TYPE / (2)L"DIAMETER
0 0 0 0 o THROUGH BOLTS 1
WITH WASHERS
0 0 0 0 0 0 0 0 O O 0
2"
C
BEAM MUST RESTFULLY ti
ON POST
Microlam Beam Assembly Detail
/� � �
y P.T.sxs_
a;
TYP. POST �—
Scale:N.T.S.
cc
TYPICAL POST AT SPLICE NOT ALLOWED co
°
co
� O
C w
5-A4 Beam to Post Connection - 9 & 2 Ply wood Beams z
Scale:N.T.S.
GALVANIZED AG BOLTS
=3"LONG-PREDRILL STEEL
2x6 PRESSURE TREATED
LEDGER FASTENED TO BEAM —_FLOOR JOIST SITS ON H
3" -t--24 TYP-
TOP-SEE DETAIL U]
G4
f ° ° -----P.T. 2x6 E_
O
TUBE METAL BEAM _ -TUBE BEAM E-
ENDS SEALED
--1�r-�TS 4x 4x
PRIMED ATTACH WITH z"GALVANIZED FOR ANCHOR/LEVELING R.....
DIA ANCHOR/LEVELING 8x 8x 2"STEEL PATE
R STAINLESS AG SCREWS BOLTS
CAS SHOWN BOLTS(4)TYP-\ WELDED TO POST �.�...✓
N TS 4x 4x Q"POST
se-r Steel Beam - Tap Plate Detail ,., Q0
GROUTAFTER___ '.;;;
Scale:N.T.S. i - 12"-� o LEVELING p 8x 8x z"
2" 2"—� STEEL PATE
0 0 0
MIN. 4-in EMBED
•-
�_STAGGERFASTERNERS 12-in SONOTUBE p p 2 SHOWN w/(4)#4 VERTICAL REBAR 2"SONOTUBE
AND#3 REBAR TIES
6-A4 Ledger Attachment To House AT 12"oc
Scale:N.T-S.
2-A4 Steel Post to Sonotube Connection
Scale:N.T.S.
10x 4x 2"TUBE
STEEL BEAM
POST CAP IN_
2' f 46
H- 101-4-1/8"CLEAR INSIDE
STEEL tt3
0 0 € •U `
C
0 0 CAP WELDED �(4)z"THRU BOLTS ¢ - w
i
__--TO POST-4"WELD-�' WITH WASHERS � U
- - j
ALL AROUND
4x 4x 4..STEEL _�� �� \ ® C
POST PRIMED ;
NON-CORROSIVEFASHING , NON-CORROSIVE FLASHING IO -� Z3
/ MIN. 6-in ABOVE HOUSE FLOOR MIN. 6-in ABOVE HOUSE FLOOR CEE DRAWING FOR LENGTH LCy
Tube Steel Beam to Steel Column Connection Detail
LEDGER-SEE DETAIL 6 A4 LASHING MIN. 6-in OUT FROM HOUSE - LEDGER-SEE DETAIL 6 A4
LASHING MIN. 6-in OUT FROM HOUSE -
11-8 A4 — SIMPSON LUS8 OR EQUAL — SIMPSON LUSS OR EQUAL N
Scale:N.T.S. ` �GMAX OR STAINLESS HANGER �GMAX OR STAINLESS HANGER ` Az
J l�
u i n n ECK JOIST
iii u n i ECK JOIST L
(2) 24"ML BEAM t 2)#4 REBAR 0
I
OR 8
MANIZED \—_6-SD#9x1-1/2' SCREWS 6 SD#9x1 1/2"SCREWS �•
JWOL End of Stair Pad Detail
OR 8 10Dx1-1/2 NAILS 3A4
10Dx 1-1/2"NAILS -
POST CAP FOUNDATION OR FO SIMPSON DTT1Z HOLDD WN OR EQUAL CONCRETE SHALL BE 3500
-psi DTT1Z HOLDDOWN OR EQUAL 0 E U Scale:N.T.S. NOTE:
16"H 16"L-3-5�8"CLEAR INSIDE HOUSE WALL 8"HDG LAG WITH i IDG WASHER FOUNDATION OR 8 i
3-in PENETRATION INTO SILL, HOUSE WALL HDG LAG WITH HDG WASHER
s4"STEEL ��_ TOP PLATE, ORSTUD
SELL,
TOP PLATE, OR STUD \ �
I
(
® � �4)z"
THRU BOLTS At Holddown Joist Locations At Joists Without Holddowns -- p00
CAP WELDED
N `�—TO POST-4"WELD .2 WITH WASHERS
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11A A4 Microllam to Steel Column Connection Detail Tv a�
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Scale:N.T.S.
10d TREADED NAIL OR. p � ,R'I{�i 'r����
� 10 WOOD SCREW 2-1/2"LONG
NOMINAL 24-in N
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GI RDER,TRUSSrr
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4 ALL FJ-LEDGER v>0 0 € ALL FJ-BEAMFCONNECTIONSrOR
ONNECTIONS 4-A4 Wood Beam Assembly Detail v v s v a .
CAP WELDED �4)2"THRU BOLTS - o o d _tea, 4-u
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° 0 € Scale:N.T.S. U U o o w
POST-Q"WELD WITH WASHERS l °'d 4'+' o u +' o +'
ALL AROUND °=°^`_(6) 10d NAILS ° oma, o '-^ °+' v�'+' �'
�_4x4xI"STEEL ° ° vdLAm+� LooLvo
SIMPSON OR EQUAL INTO HEADER o bl Ln s 3 L s > '0 L
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SEE NOTES BELOW o��(4) 10d NAILS m s v +> >- m W r
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SIMPSON OR EQUAL DRAWN gy
11 C-A4 Girder Truss to Steel Column Connection Detail 0828 HANGER
� SEE NOTES DATE
Scale:N.T.S. g44 Joist to Beam/Ledger Connect Detail August 17, 2016
PROJECT NO.
Scale:N.T.S. NOTES: rte'^,
1.Hangers shall be ZMAX hot-dipped galvanized 100% Dr V V rugs 16-0057-07
connectors For
y' �+ �^ �+
2.Fasteners(nails)shall be either; Fo Construction
tion
--Mechanical galvanized Quick Guard,or SHEET N0.
--Hot dipped galvanized Details
3.All holes in hanger must be filled Details
Unit 7 A-4
Scale: 1/4"= 1'-0"
J a
BY I REVISION
GY Rev 1 11-7-16
Removed 1 st Fir Dk
Rev 1 12-7-16
Gy Chancres per B1
e
OST/COLUMN
DRILL&FASTEN WITH MITERED JOINTS
,--BEAM AULKED BEFORE
TO FIT LAG BOLTS HOUSE 2x12 2x8 P.T. ,/ DECK SELF TAPPING #10-1"LONG rPAINTING/STAINING
BEST CAN THIS AREA TOP OF SONOTUBE
NOTE-CONTRACTOR M BOARD DECK JOIST JOIST @ CL @ 24 in oc
RI �BLOCK 1 x CEDAR
� � I„ � /
FACE OF I —GLUE& SCREW
PRIVACY WALL^ `I •r
2x8 LEDGER TO STEEL POST RADE
_(2) 8d GALVANIZED (3) TYP- 8d GALVANIZED r `
NAILS NAILS BLOCK TO BEAM PREDRILL WOOD TO a DEPTH
P=ON
FILL WITH WOOD PUTTY i\ \ \ \ \ '• i\/\/\/\/\/\/ crJ
2x8 BLOCK AFTER SCREW INSERTED
--
(3) 8d GALVAN(ZED� �/ 4x4 STEEL COLUMN \/\\/\\/\ �::•'.'•': i\\/\\/\\/\/\ \'
12" i 12" 12" / 12°-� / / /\/\//\/
NAILS-SEE OTHER DETAIL DECK PRIMED v/\\//\\�\%/\ ?;.. .r„ ;•, ' r'''., \\ j�\�\�\\/\\� �
VENTS VENTS rJOIST ��\ •.,
BEAM \ � / �i�\i\ �.` �\�.�\��\�\��\��\ o .
co
DBL ENDS o
Jolsr 14-A5 Cedar Covering of Steel Posts � o
21-A6 Unit 7 Vents in 2nd Floor Ledger Scale:N.TS"
12-A5 Top of Sonotube To Grade �
Scale:N.T.S. 17-A5 Blocking Over Beam
Scale:N.T.S.
Scale:N.T.S. U
a
Cnw
P.T.2x6
/ TOP PLATE
/ O
(3)#4 REBAR CEJ
4-in REVEAL CEDAR PINS-EQUALLY
: -
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�— SIDING MATCH HOUSE SPACED
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3-FROM ONE SIDE . L �/
3-FROM THE OTHER i 2_x1 PURLINS @ 24 in oc SONOTUBE
L ---f'LUE& SHOOT OR
J LEDGER TO �� �� —DECK JOIST LUE& SCREW TO BEAM o Z`
HOUSE RIM BOARD--,,,,, e ' e L
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GUTTER UP INTO SONOTUBE o
DOWNSPOUT \,—DECKJOIST L 2x1PURLINENTIRE
MIN. 4in
=CREWBOTTOM
MFRAME AROUND DOWNSPOUT SIMPSON OR EQUAL DB(_BLOCKING-INSTALLSIMPSON OR EQUAL HUSC28-2I- DRILL BEDROCK&
w/P.T 2x6s TOENAILED WITH HUSC28-2 HANGER BEFORE RIM BOARD TOGMAX OR STAINLESS GET NAILS THRU HANGER \—HANGER EACH SIDE OF DRILL&FASTEN WITH EPDXY#4 REBAR�8d GALVANIZED NAILS INTO BLOCKING SELF TAPPING #10- 1"LONG MIN 4-in INTO BEDROCK
DECK JOISTS INSTALL BEFORE RIM BOARD INTO BLOCKING CEDAR PLATE TO STEEL BEAM
DBL END JOIST @ CL @ 24-in oc
Framing Around DownspoutGutterPREDRILLWOHDTO DPUTTY
�� Bloc,-king Under Posts FILL WITH WOOD PUTTY 13-A5 Sonotube to Bedrock Detail
22D-A6 g 18-A5 g g
AFTER SCREW INSERTED
Scale:N.T.S. Scale:N.T.S. MATCH BEAM WIDTH Scale:N.T.S.
15-A5 Cedar Covering of Steel Beam o
Scale:N.T.S.
t •U �•
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-
2x1 SLEEPERS ROOFING OR RUBBER OMINALLY CENTER �� O
ROOFING - �OF DECK JOIST
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NOTE:
= 4 DECKING
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_ TYVEK OR ANYTHING 0
.' PRIVACY WALL--,--*' x 5"GALVANIZED
STUDS @ 16-in oc LAG SCREW
'PRE-DRILL w/16"8/T
22-A6 Deck 'Sealing' _ (3)EVENLY SPACE - 2x1"PURLINS
ALONG WALL 24-in oc
Scale:N.T,S. NAIL TO ML \
BL END FJ LI ---
: ; 4-in REVEAL CEDAR p a
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SIDING IRDER TRUSS w v c c °°°
DBL End Joist Attach to Privacy Wall >,O o
19-A5 � yMATCH HOUSE o�a'>,o�' o�>
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- MINIMUM 1/2"PLY OR OSB �� n=o a av u
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_ MATCH WIDTH OF BEAMS (A
15a-A5 Cedar Covering of Girder Truss w ; , � `M�
I 2x6 DECK JOIST 16 A5 Cedar Covering of Microllam Beam Scale:N.T.S. 6 ; . `.3fi vv rri
3 10d GALVANIZED r Scale:N.T.S.
NAILS
Q) 4-
z +
2x10 P.T. Lv �41 wvo
a,
RIM BOARD `2"' o o d a v +°' 0 e
+1 N d d
20-A5
Rim Board to End of Joists v �N � Loodo
Scale:N.T"S. a, �oodCv � Ca, 3
S 4- L L S O v N O S al
1— O O--0+' U £ ZU ++ Z
DRAWN gy
DATE
August 17, 2016
PROJECT NO. k
-t( l
100% Drawings 16-0057-U7
For Construction
SHEET NO.
Y
Deck Plans
Unit 7 A-5
Scale: 1/4"= 1'-0"
a
BY I REVISION
Rev 1 11-7-16
GY Removed 1st Flr Dk
Rev 1 12-7-16
GY Changes,oer BI
3 !
I
I
SHINGLES TO MATCH HOUSE
15#FELT
/- MATCH ROOF
z"PLY SHEATHING PITCH
2x6 RR-MATCH PITCH MATCH FASCIA
-/ SINGLE TOP PLATE �'� TO EXISTING
CD
'0 W )'
DBL 2x6 MATCH NOMINAL
AGAINST MOUSE I MATCH INSIDE 00
q2 /� 3-in CORNER TRIM-� ORNER TRIM LO
/ NAIL TO HOUSE i WITH EXISTING
Q
co
L
SIMPSON OR EQUAL (1) 2x6 @ 24"oc VERTICALLY,,
�x6 STUD I I o
METAL BRACING�� BETWEEN STUDS _ a z / @ 16-in oc i i d 0 ,
1—Fit f'0"
ONE SIDE ONLY ABOVE BEAM / LINE OF 2nd FLOOR co
r ,� 0 DECK14
LOCATION OF____�-L - - = - - -" - - - - - - - - - - - - - - 1 z A
2nd FLOOR DECK I
BEAM DBL 2x6 PLATE i b�
o TS 12x 4x Z"or--,-, BEAM-�
CJ
t (2) 1-3/4 x 24"MICROLLAM i I W
DBL 2x6
AGAINST HOUSE I t�
NZ TO HOUSE
SIMPSON OR EQUAL _' • T p-� �a
METAL BRACING--,_ 2x6 STUD
ONE SIDE ONLY /�@ 16-in oc i i W
SEE DETAIL PI-A7A-- i i O
I I
E-
_ LINE OF 1st FLOOR
12-in SONOTUBE #"x 10"THRU BOLT
@ 24"oc VERTICALLY SIMPSON HUCD610 SDS DECK SIMPSON
it START 6-in FROM BOTTOM \ _ " OR EQUAL GMAX OR �d
r�--4'-0" � { �J� STAINLESS HANGER L — — — _ `�...✓ .�
--- TS 4x 4x z" --- 2x6 TOP PLATE
SEE DETAIL 14-A-5 --- T. 2x6 BOTTOM PLATE
AND DETAIL 2-A4
2) 2x10 BOXBEAM
#4 REBAR 3-in LEG IN PAD
MIN. 6-in EXTEND INTO SONO TUBE 12-in SONO TUBE �/" SR EQUAL
GM X610-SDS ,
TO MIN 48-in BFG R EQUAL GM,3X OR
STAINLESS HANGER
18-117 DIA ELEPHANT FOOT I 18-in DIA ELEPHANT FOOT 18-in DIA ELEPHANT FOOT �� 18-in DIA ELEPHANT FOOT / 1
OR 16x16x10"PAD UNDER OR 16x16x10"PAD UNDER OR 16x16x10"PAD UNDER--�� OR 16x16x10' PAD UNDER
SONOTUBES SONOTUBES SONOTUBES SONOTUBES
\ Privacy Wall Sheathing
P-sh Y g p_gr Privacy Wall Bracing P-Fr Privacy Wall Framing p_F,- Privacy Wall Elevation
ST Sonotube Detail 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"=V--0"
A-7 Scale: 1/4"=1'-0"
i
2x6 STUD l U
"
(2)2x6 STUD ON ..
I �
® !�
PLY OR OSB SHEATHING ---INSIDE OF WALL
II I MATCH EDGE Z3
` TYVEK WRAP ® (�
TS 4x 4x Z„COLUMN ® "
PLY/OSB SHEATHING 4-in HORIZONTAL CEDAR z"SHEATHING J IN PRIVACY WALL
TO FIT WITHIN 1/8-in OF SIDING + _
SILICON CAULK AROUND JOIST-BEAM BEAM-ANYTHING LARGER
l INTERFACE l WILL BE REJECTED
a ! t 2x6 STUD 0
SILICON CAULK BETWEEN
MATCH EDGE
SILICON
AND SHEATHING WITH TS ON
! ONE SIDE �
t ADD PEAL& STICK' , DRILL OUT SHEATHING
FLASHING TO BOTH P_3 Typical Privacy Wall Construction TO FIT AROUND BOLT �Z"x 10"THRU BOLT
SIDES OF BEAM& SPACE @ 24-in oc
ACROSS TOP OF BEAM A-7 Scale: 1/4"=1'-0" "
AT WALL PENETRATION 2nd ROUND OF SILICON VERTICALLY
'
---CAULK BETWEEN BEAM
1 AND CEDAR SIDING \ J
n-7
TS - Wood Stud Connection Scale: 1/4"=1'-0" a v°v o�
C g C.0 V ti
7
2x6 STUD oWo'oo� o �N�o
C-2 �
N V•N V N
n-7
Typical Sealing Around Beam I"PLY OR OSB SHEATHING {EXTEND BACKFLASHING °ov �TYVEK WRAP T0 16-in AFD a� cn „ IV o Scale: 1/4"=1'-0" , n ; n o T�o o am
/ CAULK BETWEEN FLASHINGS
AP FLASHING o p��V V C�� Q
4-in HORIZONTAL CEDAR z�z�a. v_ oma- o �w
POSTPRIMED
jSIDING-�� � WHERE INSIDE WALL
-D
1 ECKING T5 4x 4x POST
_EXTEND BACK FLASHING INSIDE WALL A
L TO 3-4"BELOW DBL END JOIST
—� SIMPSON HUCD610-SDS
�— INSIDE WALL Y
(2 2x6 2x6 TOP
PLATE �-OR EQUAL GMAX OR m Cj.ilr
STAINLESS HANGER d +
OUTSIDE-(1)2x6-� 1 �, �'A ® 05 ��'�°°� 1-
Typical
�o
'�.�� `�','�•° 00000 �..o
P_4 Typ4ical Privacy Wall Flashing
2 2x10" °' +' '' u
A-7 Scale:1/4"=V-0" O 3 �"
U O-a N O a;
N p O d -0 v +'U d+'
SIMPSON HUCD610-SDS 2x6 PT BOTTOM c L d o x vi 2 �0
} GMAX OR STAINLESS HANGER " d v 0 '- +' v 0
-' OR EQUAL-BOTH ENDS PLATE c Fn rn s 3 I- L > W L
mNUI +� iooso, 0
W _C 0j i' >- v W>-
41(� � +1 in+, in
v O d d C v 3 C N 33
i S O v N O S N
F— O a-0+' U >: zU -Pz
STEEL COLUMN PRIMED
AND PAINTED[2 COATS] DRAWN gy
WHERE EXPOSED
DATE
so August 26, 2016
p-2 Bottom Privacy Wail Beam 100% Drawings PROJECT N0.
. , „ g 16-0057-U7
-4
� A-7 Scale: 114"=1-0 r Construction
tr^U ctl on
F� I
r SHEET N0.
Privacy Wall Plans
Unit 7 A-6
Scale: 1/4"= 1'-0"