HomeMy WebLinkAbout5242 42 Four Seasons Dr Kingston 16 x 16 Timber Frame Pavilion 09.26.24Drafter is not liable for any errors that may appear on drawings. While every effort has
been made in the preparation of this plan to avoid mistakes the drafter cannot
guarantee against human error. Drawings are sole property of Pequea and cannot be
copied or reproduced without written permission. All calculations and member sizing are
suggestions and are not engineered unless plans have engineer's seal.
GENERAL NOTES:
1. ALL TIMBERS ARE DESIGNED IN ACCORDANCE WITH THE 2018 EDITION OF THE NDS USING ALLOWABLE STRESS METHOD.
2. USE #1 DOUGLAS FIR (S4S) FOR ALL PRIMARY FRAME MEMBERS.
3. PROVIDE TRADITIONAL MORTISE AND TENON JOINERY USING 1" DIAMETER PEGS TO CONNECT ALL FRAME MEMBERS UNLESS NOTED
OTHERWISE.
4. TIMBER SCREWS TO BE 3/8" GRK RUGGED STRUCTURAL SCREW OR 3/8" U2 CONSTRUCTION SCREW
5. BUILDER MUST VERIFY ALL DIMENSIONS AND ACCURACY
BEFORE CONSTRUCTION.
6. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER
SCALED MEASUREMENTS.
7. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED WOOD,
8. FOUNDATION & SITE PLAN BY OTHERS.
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Project no.:
16 16 - KTP
Project Name:
16 x16 Kin g sto n Timb e r Fra me Pa vilio nDrafted & Manufactured by:
3D-VIEWView:
Sca le :NONE
16x16 Kingston Timber Frame Pavilion
Elmer Le e GLick
16'-0"3 5/8"15'-4 3/4"3 5/8"16'-0"3 5/8"
15'-4 3/4 "
3 5/8"
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4 X10 KNEE BRACE
(4 ) 18X36 CONCRETE PIERS
MIN. 3000 PSI (TYP)
(4 ) 8X8 POST
ATTACHED TO PIER
Vie w:
Sca le :
Fo unda tio n & Po st L a yo u t
1/4" = 1'-0"
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16 x16 Kin g sto n Timb e r Fra me Pa vilio nDrafted & Manufactured by:
FLOOR TBD
X -X
-Y
Y
1
6-10
1
7 -10
Elmer Le e GLick
7 1/4 "
14 '-9 1/2"
7 1/4 "
16'-0"1'-6"16'-0"1'-6"7 1/4"14'-9 1/2"7 1/4"www.pequea.net
4 X10 KNEE BRACE
(2) TIMBER TRUSS
8X10 BOTTOM CHORD
8X8 KING POST
8X10 TOP CHORD
6X10 STRUTS
Vie w:
Sca le :
Pla te & Tru ss L a yo u t
1/4" = 1'-0"
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16 x16 Kin g sto n Timb e r Fra me Pa vilio nDrafted & Manufactured by:
X -X
-Y
Y
1
6-10
1
7 -10
BENT A BENT B
Elmer Le e GLick
8X8 RAFTER PLATE
8X8 RAFTER PLATE
1'-4 "4 '-1"3'-9 1/4 "3'-9 1/4 "4 '-4 1/2"1'-4 "1'-6"16'-0"1'-6"19'-0"0"1'-4"5'-5"9'-2 1/4"12'-11 1/2"17'-4"18'-8"www.pequea.net
4 X8 COMMON RAFTERS
ATTACHED TO RIDGE W/ (1)
3/8"X10" TIMBER SCREW AND
TO RAFTER PLATE W/ (1)
3/8"X10" TIMBER SCREW (TYP)
8X12 RIDGE ATTACHED TO
KING POST W/ (2) 3/8"X10"
TIMBER SCREWS @ ea. END
(TYP)
ROOF DECKING EDGE
8X8 RAFTER PLATE ATTACHED
TO TRUSS W/ (2) 3/8" X 8"
TIMBER SCREWS @ ea. END
(TYP)
Vie w:
Sca le :
Ra fte r L a yo u t
1/4" = 1'-0"
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16 x16 Kin g sto n Timb e r Fra me Pa vilio nDrafted & Manufactured by:
X -X
-Y
Y
1
6-10
1
7 -10
Elmer Le e GLick
7 1/4 "
14 '-9 1/2"
7 1/4 "
+9'-7 1/4 "
+15'-4 7 /8"7'-0"2'-0"9'-0"www.pequea.net
8X12 RIDGE ATTACHED TO KING
POST W/ (2) 3/8"X8" TIMBER
SCREWS @ ea. END (TYP)
4 X8 COMMON RAFTERS
ATTACHED TO RIDGE W/ (1)
3/8"X10" TIMBER SCREW AND TO
RAFTER PLATE W/ (1) 3/8"X10"
TIMBER SCREW (TYP)
Vie w:
Sca le :
-Y'
1/4" = 1'-0"
Customer:
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16 x16 Kin g sto n Timb e r Fra me Pa vilio nDrafted & Manufactured by:
X -X
-Y
Y
1
6-10
1
7 -10
8X8 RAFTER PLATE
4 X10 KNEE BRACE
8X8 POST
GRADE
TOP OF RIDGE BEAM
TOP OF RAFTER PLATE
Elmer Le e GLick
1"
HOUSI
NG3 1/2"6'-2 13/16"2'-9 3/16"9'-0"3'-0"12
8
1'-6"
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8X8 KING POST
6X10 STRUTS
8X10 TOP CHORD
8X10 BOTTOM CHORD
1" DEEP HOUSING FOR
8X8 RAFTER PLATE
8X8 POST
4 X10 KNEE BRACE
4 " LENGTH X 1-1/2" THICK TENON &
(2) 1" PEGS
4 " LENGTH X 2" THICK
TENON & (2) 1" PEGS
30 YEAR SHINGLES W/SYN FELT PAPER
ON TOP OF SPRUCE 2X TONGUE AND
GROOVE ROOF DECKING
CONCRETE PIER MIN. 3000 PSI.
Se ctio n :
Sca le :
Be n t A,B, & C
1/4" = 1'-0"
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16 x16 Kin g sto n Timb e r Fra me Pa vilio nDrafted & Manufactured by:
8 of 10
3
8 of 10
2
8 of 10
1
Elmer Le e GLick
12
811'-1 9/16"1'-6"
3 7 /16"2 1/4"7 1/16"11 1/4"www.pequea.net
4 X8 COMMON RAFTERS
ATTACHED TO RIDGE W/ (1)
3/8"X10" TIMBER SCREW AND
TO RAFTER PLATE W/ (1)
3/8"X10" TIMBER SCREW (TYP)
Se ctio n :
Sca le :
Ra fte r
1/4" = 1'-0"
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16 x16 Kin g sto n Timb e r Fra me Pa vilio nDrafted & Manufactured by:
7 /8" DOVETAIL
Elmer Le e GLick
2 1/2" THK PAVER
2 1/4 "
2 3/4 "
2 1/4 "1/4"4 9/16"5 1/4"2 1/4"7 1/4 "2 1/2"4 7/16"1 1/2"5 1/2"
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1/2" X 7 " CONCRETE
ANCHORS (TYP)
8" X 8" X 1/4 " STAINLESS STEEL PLATE ATTACHED
TO CONCRETE PIER W/ (2) 1/2" X 5 1/2"
CONCRETE WEDGE ANCHORS (TYP)
(2) 1/4 " STAINLESS STEEL STRAP WELDED TO
PLATE & ATTACHED TO POST
W/ (4 ) 3/8" X 3 1/8" TIMBER SCREW (TYP)
4 " LENGTH X 1-1/2" THICK TENON & (2) 1" PEGS 8X8 POST
8X10 BOTTOM CHORD
1" HOUSING FOR 8X8
RAFTER PLATE
(2) 3/8" x 10" TIMBER SCREWS @
ea. POST LOCATION (TYP)
(2) 3/8" X 10" TIMBER SCREWS TOP
CHORD TO KING POST (TYP)
1" DEEP HOUSING FOR 6X12 RIDGE
8X8 KING POST
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16 x16 Kin g sto n Timb e r Fra me Pa vilio nDrafted & Manufactured by:
De ta il #1:
Sca le :
1 - To p Ch o rd to Bo tto m Cho rd
1" = 1'-0"
De ta il #2:
Sca le :
To p Ch o rd to Kin g p o st
1" = 1'-0"
De ta il #3:
Sca le :
Op tio n a l Sta nd Off
3/4" = 1'-0"De ta il #3:
Sca le :
Po st Co n n e ctio n
1" = 1'-0"
8X8 POST
8X10 TOP CHORD
Elmer Le e GLick
± 0"
+15'-7 11/16"
www.pequea.net
Vie w:
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Y
1/4" = 1'-0"
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16 16 - KTP
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16 x16 Kin g sto n Timb e r Fra me Pa vilio nDrafted & Manufactured by:
Note: OPPOSITE VIEW IS THE SAME
APPROX. HEIGHT
GRADE
Elmer Le e GLick
www.pequea.net
Vie w:
Sca le :
X
1/4" = 1'-0"
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Project Name:
16 x16 Kin g sto n Timb e r Fra me Pa vilio nDrafted & Manufactured by:
Note: OPPOSITE VIEW IS THE SAME
GRADE
Elmer Le e GLick