HomeMy WebLinkAboutBLD-20-1358VERIFY DECKING & RAILING
MATERIALS W/ OWNERS
T-0"
NEW ANDERSE
FW G60611 R
FRENCHWOOD
GLIDING DOOR
NEW
DECK
A
Al
r
EXISTING
BEDROOM
EXISTING
LIVING
;n P.T. 6 x 6 POSTS FASTEN BEAM
TO POSTS W/ SIMPSON ZMAX
PC6Z & EPC6Z POST CAPS
MOUNT P.T. 6 x 6 POSTS TO
DP -75 DIAMOND PIER FOOTINGS
W/ SIMPSON ABU66 POST BASE
& 5/8" BOLT T-0"
DOUBLE
FASTEN JOISTS NI OM
W/ SIMPSON H2.5ATIESJ \ / L
TOWN OF YA6'eWOUTH
REVIEWED FOR BUILDING AND ZONIN3 CODE COMPLI-
ANCE. ERRORS OROiv;1:9SSIONSDONOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF " S BUILT"
COMPLIANCE.
DATE: "► `l C 'l5
BUILDING OFF
Gupy
EXISTING
BASEMENT
�-- P.T. 2 x 8 LEDGER BOARD SCREWED TO
SOLID BLOCKING Wl (2) LEDGERLOK SCREWS
16" o.c. W/ ZMAX LU210 JOISTS HANGERS
INSTALL SIMPSON DTT1Z TENSION TIES
AT (4) LOCATIONS FROM HOUSE TO DECK
JOIST (1) EACH END
FRAMING/FOOTING PLAN
NOTES:
1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS
& DIMENSIONS IN THE FIELD
2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS,
DETAILS, & FINISHES IN THE FIELD WITH OWNER
3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015
4.) 110 MPH EXPOSURE B WIND ZONE
5.) THIS DECK WAS DESIGNED TO THE PRESCRIPTIVE RESIDENTIAL WOOD DECK
CONSTRUCTION GUIDE PER THE IRC2015.
6.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL
SIMPSON COMPONENTS
7.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS
TO BE 3000 PSI AT 28 DAYS
8,) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE
DURING FRAMING CONSTRUCTION
U
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INSTALL FLASHING UNDER IJ O NO (D
j HOUSEWRAP & DECKING
I �
DECKING W C
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LIJ
N
FLOOR JOISTS �— 3:W
_ P.DO
T. 2 x 8's @ 16" o.c. LU a O
��_�
1I m�
L— SIMPSON DTT1Z TENSION TIE O
Q =
INSTALL PEEL & STICK
RUBBER MEMBRANE
BETWEEN LEDGER &�
SHEATHING
P.T. 2 x 8 LEDGER BOARD SCREWED TO u
SOLID BLOCKING W/ (2) LEDGERLOK SCREWS
16" o.c. W/ ZMAX LU210 JOISTS HANGERS
INSTALL SIMPSON DTT1Z TENSION TIES
AT (4) LOCATIONS FROM HOUSE TO DECK
DECK DETAIL
P.T. 2 x 10 LEDGER BOARD SCREWED TO
SOLID BLOCKING W/ (2) LEDGERLOK SCREWS
16" o.c. W/ ZMAX LU210 JOISTS HANGERS
INSTALL SIMPSON DTT1Z TENSION TIES
AT (4) LOCATIONS FROM HOUSE TO DECK
JOIST (1) EACH END
VERIFYDECKING & RAILING
MATERIALS W/ OWNERS
FASTEN JOISTS TO BEAMS
W/ SIMPSON ZMAX H2.5A o
in
LIFESPAN OR `O
PVC FASCIA
3- P.T. 2 x B BEAM
P.T. 6 x 6 POSTS FASTEN BEAM
TO POSTS W/ SIMPSON ZMAX
PC6Z & EPC6Z POST CAPS
MOUNT P.T. 6 x 6 POSTS TO
DP -75 DIAMOND PIER FOOTINGS
W/ SIMPSON ABU66 POST BASE
& 5/8" BOLT
BUILDING SECTION
NEW DECK
5 �
75
1
^O
ry
O O
LL :5;
w /
J z iQ-
w `
O U)
W U
W O 0
W Z
z
N
1.If H
Z �(D N
V
SCALE:
1/411
/4" = 1'-011
DATE:
8/26/2019
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6
m
N
N
O
53
a
\
x
N
a
C?
A
N
FASTEN JOISTS NI OM
W/ SIMPSON H2.5ATIESJ \ / L
TOWN OF YA6'eWOUTH
REVIEWED FOR BUILDING AND ZONIN3 CODE COMPLI-
ANCE. ERRORS OROiv;1:9SSIONSDONOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF " S BUILT"
COMPLIANCE.
DATE: "► `l C 'l5
BUILDING OFF
Gupy
EXISTING
BASEMENT
�-- P.T. 2 x 8 LEDGER BOARD SCREWED TO
SOLID BLOCKING Wl (2) LEDGERLOK SCREWS
16" o.c. W/ ZMAX LU210 JOISTS HANGERS
INSTALL SIMPSON DTT1Z TENSION TIES
AT (4) LOCATIONS FROM HOUSE TO DECK
JOIST (1) EACH END
FRAMING/FOOTING PLAN
NOTES:
1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS
& DIMENSIONS IN THE FIELD
2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS,
DETAILS, & FINISHES IN THE FIELD WITH OWNER
3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015
4.) 110 MPH EXPOSURE B WIND ZONE
5.) THIS DECK WAS DESIGNED TO THE PRESCRIPTIVE RESIDENTIAL WOOD DECK
CONSTRUCTION GUIDE PER THE IRC2015.
6.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL
SIMPSON COMPONENTS
7.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS
TO BE 3000 PSI AT 28 DAYS
8,) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE
DURING FRAMING CONSTRUCTION
U
J
J
Z
I (r1
I v
U) 0)
I wr-�Q�
INSTALL FLASHING UNDER IJ O NO (D
j HOUSEWRAP & DECKING
I �
DECKING W C
mF-
U)
LIJ
N
FLOOR JOISTS �— 3:W
_ P.DO
T. 2 x 8's @ 16" o.c. LU a O
��_�
1I m�
L— SIMPSON DTT1Z TENSION TIE O
Q =
INSTALL PEEL & STICK
RUBBER MEMBRANE
BETWEEN LEDGER &�
SHEATHING
P.T. 2 x 8 LEDGER BOARD SCREWED TO u
SOLID BLOCKING W/ (2) LEDGERLOK SCREWS
16" o.c. W/ ZMAX LU210 JOISTS HANGERS
INSTALL SIMPSON DTT1Z TENSION TIES
AT (4) LOCATIONS FROM HOUSE TO DECK
DECK DETAIL
P.T. 2 x 10 LEDGER BOARD SCREWED TO
SOLID BLOCKING W/ (2) LEDGERLOK SCREWS
16" o.c. W/ ZMAX LU210 JOISTS HANGERS
INSTALL SIMPSON DTT1Z TENSION TIES
AT (4) LOCATIONS FROM HOUSE TO DECK
JOIST (1) EACH END
VERIFYDECKING & RAILING
MATERIALS W/ OWNERS
FASTEN JOISTS TO BEAMS
W/ SIMPSON ZMAX H2.5A o
in
LIFESPAN OR `O
PVC FASCIA
3- P.T. 2 x B BEAM
P.T. 6 x 6 POSTS FASTEN BEAM
TO POSTS W/ SIMPSON ZMAX
PC6Z & EPC6Z POST CAPS
MOUNT P.T. 6 x 6 POSTS TO
DP -75 DIAMOND PIER FOOTINGS
W/ SIMPSON ABU66 POST BASE
& 5/8" BOLT
BUILDING SECTION
NEW DECK
5 �
75
1
^O
ry
O O
LL :5;
w /
J z iQ-
w `
O U)
W U
W O 0
W Z
z
N
1.If H
Z �(D N
V
SCALE:
1/411
/4" = 1'-011
DATE:
8/26/2019