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Warning. It is a violation of the NYS Education Law Article 145 for any person, FOUNDATION TO BE DESIGNED BY NYS DESIGN
unless he is acting under the direction of a licensed Professional Engineer, NOTE: GIRDER SPLICES MUST BE LOCATED OVER PIERS PROFESSIONAL WITH KNOWLEDGE OF LOCAL SOIL
to alter this Item In any way — ON— SITE CONNECTIONS FROM MODULAR TO FOUNDATION SI-TALL BE PROVIDED FOR LISTED UPLIFT LOADS
CONDITIONS THIS PLAN IS ONLY MEANT TO
COMMUNICATE THE DIMENSIONAL AND LOADING LILT 01 `0 0 N
INFORMATION To THE DESIGN PROFESSIONAL so THE ¢ N N
FOUNDATION DRAWINGS ARE TO BE USED AS �
FOUNDATION DESIGN IS COORDINATED WITH THE o � � � A
A GUIDE ONLY. PROFESSIONAL BUILDING SYSTEMS WILL NOT ACCEPT ANY REQUIREMENTS of THE MODULAR BUILDING, o N N m
LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS. CLPEC
NOTES: 1 6 .
2.
3. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE 7. WINDOWS OR VENTS ( INSTALLED BY BLDR ) ARE REQ' D . TO PROVIDE 1 /150 OF FLOOR AREA AS FREE VENTILATION a
4. CONCRETE COMPRESSIVE STRENGTH : 3000 PSI AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE . a
5. M OR S TYPE MORTAR TO BE USED 8. NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION SCALE 1" = 1'-0"
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SCALE. " = 1'-0"
OSB UNBLOCKED ROOF SHTG SHEATHING LAP ((2) 2x SPF RIDGE BOARD LJ CXD
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LENGTH +12" STEM WALL CLPECK 4/15 /2014 3 : 44 : 18 PM
ALLOWABLE SPLICES NOTE IST FLOOR: ALLOWABLE SPLICES NOTE 2ND FLOOR: t
LINE A & LINE B WALLS - TOP PLATE SPLICE LENGTH SHALL BE A MINIMUM LINE A & LINE B WALLS - TOP PLATE SPLICE LENGTH SHALL BE A MINIMUM
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DETAIL 1 DETAIL 1A � zo
(RIDGE BOARD TO RIDGE BOARD) (RAFTER TO RIDGE BOARD) (RAFTER TO RIDGE BOARD) (CONNECTION ACROSS FLIP JOINT) OF Y w 7 a
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(2) 0131"x3" NAILS 0
(2) 0.137"x3" (2) 0,131 "x3" TOENAILS 1 5"x2Dga STRAP FROM KNEEWALL p N
FROM RAIL TO STUD
NAILS PER RAFTER FROM RAIL TO RAFTER TO CEILING RIM, STRAP MUST BE 9 o N o Ln
INSTALLED PRIOR TO SETTING —
1.5"x20ga STRAP w/ (7) CENTER MODULE m o
0131"x1 5" NAILS EACH END (2) 0,131"x3" NAILS
60' MIN ANGLE 1 .511x20ga STRAP FROM RAIL TO STUD
w/ (7) 0131"x1 5"
NAILS EACH END (2) 0,131"x3" TOENAILS
60' MIN ANGLE FROM RAIL TO JOIST
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DETAIL 4C
DETAIL 4A DETAIL 4B w
DETAIL 2A o x
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(FLIP STRINGER TO TOP CHORD) (KNEE WALL TO RAFTER) (KNEE WALL TO CEILING RIM) (KNEE WALL TO BOTTOM CHORD) P= z ci
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/16^ OSB/PLY s) D13r'x3" NAIL n a m w
GUSSET (1) EACH PER RAFTER Q
(6) 7/16 x1 .5"x16ga STAPLES SIDE OF RAFTER 1] Li
TO EACH FRMG MEMBER (1) SIMPSON 12.5A OR 1 5"x20go STRAP SIMPSON LUS28 M m
EACH SIDE OF RAFTER EQUIVALENT PER RAFTER (2) O 16" 0 C, HANGER
USE (5) 0 131 "x2 5" 0.131"PER RAFTER
NAILS TO EDGE RAIL TOENAILS PPE
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AND (5) 0.131 "x2,5" —
NAILS TO JOIST
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(4) 0.131 "x3" NAILS PER — < w a
JOIST IN ENDGRAIN ¢ j j
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DETAIL 5A DETAIL 5B DETAIL 6 DETAIL 6-ALTERNATE
(CEILING JOIST TO CEILING BEAM)
(RAFTER TO CEILING JOIST) (CEILING JOIST TO WALL) (CEILING JOIST TO MATEWALL) m
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OF NE1ry�
— FASTEN 1 . 5x20ga STRAPS WITH ( 9 ) 0 . 131 " x2 . 5 " NAILS EACH END
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— FASTEN SIMPSON H2 . 5A TIES WITH ( 5 ) 0 , 131 " x1 . 5 " NAILS EACH SIDE OF TIE �P Eat
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— FASTEN SIMPSON LUS26 HANGERS WITH ( 4) 0 . 148x3 " NAILS TO " HEADER " AND m
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( 4) 0 , 148 " x3 " NAILS TO " JOIST"
— FASTEN SIMPSON LUS28 HANGERS WITH ( 6 ) 0 . 148x3 NAILS TO " HEADER " AND
7/17/14
( 4) 0 . 148 " x3 " NAILS TO " JOIST"
Warning: It is a violation of the NYS Edumbon Law Article 145 for any person, w 8
unless he is acting under the direction of a licensed Professional Engineer,
to alter this Item in any way. rl
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TOP LOADED BEAMS MA.PA SIDE LOADED BEAMS � � ® rax Y � � N
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FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS O
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2 -AND 3-PLY MEMBERS: NOTES: (2) 1.5" MEMBER BEAMS: m U u Q
12" OR LESS x 1.5" MEMBER BEAMS: -FOR 1.75" THICK MEMBERS, USE 0.131"x3.5' NAILS IN PLACE -USE (3) ROWS OF 0.131"x3" NAILS ® 12" O.C. (575 PLF MAX, UNIFORM LOAD) LB �
USE (2) ROWS OF 0.131"x3" NAILS ® 8" O.C. OF 0.131"x3" NAILS. -USE (3) ROWS OF 0.131 "x3" NAILS ® 6" O.C. (1,150 FILE MAX. UNIFORM LOAD) vw, cavil
14 16" OR 18" x 1.5" MEMBER BEAMS: -THE FOLLOWING SCREWS ARE APPROVED FOR USE IN (2) 1.75" MEMBER BEAMS: _
USE (3) ROWS OF 0.131 "x3" NAILS ® 8" O.C. CONNECTING MULTIPLE PLIES OF LVL: -USE (3) ROWS OF 0.162"x3,5" NAILS ® 12" O.C. (845 PLF MAX. UNIFORM LOAD) Q o i2_ N
20",22" OR 24" x L5' MEMBER BEAMS: -SIMPSON SOW WOOD SCREWS -USE (3) ROWS OF 0.162"x3.5" NAILS O 6" O.C. (1,690 PLF MAX. UNIFORM LOAD) g w o 00
USE (4) ROWS OF 0.131"x3" NAILS ® 8" O.C. -SIMPSON SDS WOOD SCREWS (3) 1 .5' MEMBER BEAMS: w p N
-USP WS WOOD SCREWS -USE (3) ROWS OF 0.131"x3" NAILS ® 12"' O.C. (431 PLF MAX. UNIFORM LOAD) 5 z u7
-FASTENMASTER TRUSSLOK WOOD SCREWS I.
4-PLY MEMBERS: -USE (3) ROWS OF 0.131x3" NAILS ® 6" O.C. (863 PLF MAX. UNIFORM LOAD)
-IF THE FASTENER POINT PENETRATES A MINIMUM OF 757. OF
16" OR LESS x MEMBER BEAMS: -USE (3) ROWS OF 0,131 "x3" NAILS ® 4" O.C. (1,294 PLF MAX. UNIFORM LOAD)
USE (2) ROWSS O OF APPROVED SCREWS ® 24' THE 4TH PLY OF THE BEAM, THEY MAY BE APPLIED FROM ONE O.C. SIDE OF THE BEAM; OTHERWISE, THE FASTENERS MUST BE (3) 1.75" MEMBER BEAMS:
i6' TO 24" x 1.5" MEMBER BEAMS: APPLIED FROM BOTH SIDES AND STAGGERED. -USE (3) ROWS OF 0.162"x3.5' NAILS ® 12" O.C. (635 PLF MAX. UNIFORM LOAD)
USE (3) ROWS OF APPROVED SCREWS ® 24" O.C. -LOAD MUST BE APPLIED EVENLY TO ALL 4 PLIES; OTHERWISE, -USE (3) ROWS OF 0.162"x3.5" NAILS ® 6" D.C. (1,270 PILE MAX. UNIFORM LOAD)
USE CONNECTIONS FOR SIDE LOADED MEMBERS. (4) 1 .5" OR 1 .75" MEMBER BEAMS:
-FASTENING SPACING IS FOR EACH ROW. STAGGER SPACING -USE (2) ROWS OF 1/2" BOLTS ® 12" O.C. (580 PLF MAX. UNIFORM LOAD) w' '
BETWEEN ROWS OF FASTENERS. -USE (3) ROWS OF 1/2" BOLTS C 12" O.C. (870 PLF MAX. UNIFORM LOAD) 0 12 co M
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-VALUES APPLY TO COMMON A307 BOLTS. BOLT HOLES MUST BE THE SAME
DIAMETER AS THE THE BOLTS, WASHERS MUST BE USED UNDER THE BOLT
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-THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF A 3-PLY BEAM. N % o zo a
-7" WIDE BEAMS MAY NOT BE LOADED FROM ONE SIDE ONLY. THEY MUST BE W
°• LOADED FROM BOTH SIDES AND/OR TOP LOADED.
-LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE,
BUILT UP COLUMN u� y0
FASTENING W N i an
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Warning. It is a violation of the NYS Education Law Article 145 for any person,
unless he is acting under the direction of a licensed Professional Engineer, OJ
to alter this dem in anyway. 8.4
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Door and Window Schedule Q ,
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EXTERIOR DOORS
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DESCRIPTION R.O. SQ FT LIGHT VENT U DP SHGC Q_TY
A Masonite 3068 Solid Under 50% Glazing) 3812"x8212" 21.6 0 19.7 0.21 1
A Masonite 3068 Glass (Over 50% Glazin 381/2"x821/2" 21.6 10.96 19.7 0.32 0.3 1
- _ Ln
SP FWH6068APLR---Andersen 6'-0" Swin Patio Door Dbl Active 72"x80" 40 21.9 32.2 0.33 3 o a
S FWH9068SASR---Andersen 9'-0" Swing atio Door (Center Active) 108"x80" 59.14 32.88 16.1 0.33 50 0.24 3 0
SP Andersen Frenchwood Patio Door Transom 6011 72"x131/2" 6.75 1.84 0 0.33 50 0.24 2 0
C2 Masonite Fire Door 3/0 371/2"x811/2" 21.6 0 0 0.21 1 m � o
SP Andersen FWSL1311 Sidelite transom 131/2"x151/2" 1.45 4.58 0 0.36 50 2 w
SP Andersen FWSL1368 Sidelite 151/2"x80" 8.61 4.58 0 0.36 2 _ " cn
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INTERIOR DOORS m 3 " oLn
DESCRIPTION R.O. SO FT LIGHT VENT U DP SHGC DTY
J 3068 Interior Swing Door 3814"x82 3/4" 0 0 0 0 15 Un
0 306 Interior Pocket Door 73"x8412" 0 0 0 0 4 w
I 668 Interior Swing Door 3214"x82 314" 0 0 0 0 7 �3 w
N 266 Interior Pocket Door 61"x8412" 0 0 0 0 2 7 "
H 2068 Interior Swing Door 261/4"x82 3/4" 0 0 0 0 5 = Q m a o m
G 1668 Interior Swing Door 201/4"x82 3/4" 0 0 0 0 2 N v o m o
x =
amJ = �
WINDOWS W 0 ¢
DESCRIPTION R.O. SO FT LIGHT VENT U DP SHGC DTY W
16 Andersen 400 Series Double Hung 3052 381/8"x64 7/8" 16 95 12.03 6.67 0.3 50 0.31 8 9
16 Andersen 400 Series Double Hung Twin 3052 761/8"x64 7/8" 34.6 24 13.8 0.3 50 0.31 3 a m m
SP Andersen 400 Series Double Hung 2652 321/8"x64 7/8" 14.47 9.7 5.49 0.32 50 0.33 2
SP Andersen 400 Series 45-0235-20 861/2"x42 7/8" 25,75 161 14.6 0.3 50 0.34 1 100 a
3 Andersen 400 Series Double Hung 3046 381/8"x56 7/8" 14.85 10.31 5.73 0.3 50 0.32 6 � o
SP Andersen 400 Series Double Hung 2032 261/8"x40 7/8" 7.42 4.21 2.48 0.3 50 0.32 1 0
SP Andersen 400 Series TWT6210 75 7/8"x121/2" 6.59 2.3 0 0.3 50 0.34 5
SP Andersen 400 Series TWT3010 381/8"x121/2" 314 115 0 0.3 50 0.34 9
SP Andersen 400 Series TWT2610 321/8"x12 Will 2.79 0.98 0 0.3 50 0.34 2
16 MW Brick Mould Double Hung 3052 38 3/8"x65 5/8" 17,49 12.5 6,5 0.29 50 0.28 5 J
aw < LLE: 0
2 Andersen 400 Series Double Hung 2842 341/8"x52 7/8" 12.6 8.2 4.8 0.3 50 0.31 4 a w w a
SP Andersen 400 Series Double Hung 1832 2218"x40 7/8" 6.28 3.32 2.03 0.3 50 0.32 1
3 Andersen 400 Series Double Hung- in 3046 761/8"x56 7/8" 30,07 20.6 11.8 0.3 50 0.32 1 - -
WINCIR24 28 7/8"x28 7/8" 5.79 3 0 0.3 1
SP Andersen 400 Series Circle Top CIR24 28 7/8"x28 7/8" 5.79 10.7 0 0.33 50 0.37 1 m a m
TOTAL OVERALL WINDOW AREA: 643. 18 SQ. FT. a = m
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CEPECK 4/15 /2014 3 : 44-: '18 PM
Waming It Is a violation of the NYS Education Law Article 145 for any person,
unless he is acting under the direction of a licensed Professional Engineer, w
to alter this item in any way.
a
SCALE: 1i = 1'-D"