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CONSTRUCTION SET OSTERVILLE LANDING - THE COTUIT -Lot 5
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OF DATE: OCTOBER 2,2015 Osterville Landing -The Cotuit -Lot 5 ROOF FRAMING PLAN v e s i g n s
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14 FILE NAME:
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OF DATE: OCTOBER 2,2015 Osterville Landing -The Cotuit - Lot 5 SECTIONS AND DETAILS D e s i g n s
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14 FILE NAME:
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PROVIDE METAL STRAPS W w < N 4
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CDNTIN[JOUSFIEADER - Lu N ; a =
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SHE H HEAR SHEAR - jafqR RFAR ACTUAL SHEATHING= 63% o= Z J =O
W HE =WALL �r�jI WALL = iL L (MIN.REQUIRED 38%) = O a w rn O
II III II RATIO 2.00 a ¢ O O O
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OF DATE: OCTOBER 2,2015 Osterville Landing -The Cotuit Lot 5 SHEAR WALL ELEVATIONS D e s i g n s
PREPARED BY: DK Darby Way - 110 MPH EXPOSURE B WIND ZONE
14 FILE NAME:
Osterville, Massachusettes 5o8-566 5348
-------------------------------------------------- NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE
SCALE: ��< _ -o CONSTRUCTION SET THE VERIFICATION AND CORDINATION OF ALL DIMENSIONS, ROUGH irloll
A 1 3 ROUGH OPENINGS, ELECTRICAL HVAC&STRCTURAL SYSTEMS.
o 1 3 6 tz ALL CONSRUCTION SHALL COMPLY WITH FERERAL, STATE AND 'Weill,
LOCAL BUILDING CODES CosSra "tou
AWC GUIDE TO WOOD FRAME CONSTRUCTIONIN HIGH WIND AREAS 110 MPH WIND ZONE
1 CONTINUIOUS HEADER +I •\%%I\ MASSACHUSETTS CHECKLIST FOR COMPLIANCE(780 CMR_5301.2.1.1) _
\\ Checklist
LD \,
w
J
1.1 SCOPE W
Wi
� •." p 2 Wind Speed(3-second gust)............................................................:..................._.......................110mph ✓ Z
MU)(D `L \., -. O Wind Exposure Category..........................................................................................................................B O 2
_ - —NAIL SCHEDULE 8d O= a m= -
Z 1.2 APPLICABILIT Y ~ L.J O ui O
+ O COMMON AT 3"O.C. / Z J (n Q M a
Q Q -Q Number of Stories...............................................................(Figure 2)................ 2 stories 5 2 stories
m fx2i( Q Roof Pitch...........................................................................(Figure 19)............................. 12_12 s 12:12 j J Z p Z �
Mean Roof Height...................................................(Figure 2)................................. 18_5 ft.s 33' t< O N ¢
O p Q Building Width.W...... ............. ........ .. (Figure 4).......................... 28P ft.s 80Ec
' Y w z
g Q Building Length.L........................................................(Figure 4)................................. 50 ft.s 80' m w -
Z : • O Building Aspect Ratio(LIW)......................................(Figure 4).................................. 2.00 13.00 � W CO2 a � < ,O
Z 1.3 FRAMING CONNECTIONS _ O J cJ Of
W
'General compliance with framing connections?..................(Table 2)...........-. U W w ¢ N 4
2J ANCHORAGE TO FOUNDATION ....'.................................. ¢ p WO
Type of Foundation.... (Figure )
...._ Fi ure 5..................................CONCRETE
Foundation Anchorage ¢ ¢ 2
< 0 SF ' �
' Proprietary Connectors aW ?
U I''rft...................._.....-................................:........_.Table 3)......................................U= 157 off ,^ 0. o ¢ o
ANCHOR BOLTS W/ `\ / Lateral.....................................................................(Table 3).......................................L= 132 pit �L U j X O Q
1 3"x3"x)q"PLATE WASHER TYP. y Shear........................................ .(Table 3 S= 633 LU 0 o w W
F,yR 518"Anchor Botts J W M Z w 0
" I Bolt Spacing............................................................(Table 4).............................................. 28 in. = 0 ¢ O
1. eoft Embedment......................................................(Figure 5)_.............._............_..........._L in. ¢ O � Z O
_I Washer Size.......................................................... (Figure 5).............. 2:in.x 3"in.x&in.thick F ED z
O
TYP.HORIZONTAL DOUBLE NAIL EDGE - - Ca ¢ cFi
1------------------- -------------� STAGGERED NAIL PATTERN Bd COMMON -W C Z
( 3.1 FLOORS
VARIES PER SHEAR WALL SEE Al2&A13. o
I ) Floor framing member spans checked?........._ (IRC or WFCM)..........:................................... IY 0 J
Maximum Floor Opening Dimension....................................(Figure 6)........................................ 9=9"ft.s 12'_4- V r W = O
L-__----.______________________ y� Maxi mum Floor Joist Setbacks I N r t,J O ¢
TYP.T/s"WOOD STRUCTURAL O O p p
GARAGE OPENING DETAIL VERTICAL PANEL SHEATHING Supporting Loadbearing Walls or Shearwall..................(Figure 7)..............................................9112"ft.sd_ Z ¢
1 Maximum Cantilevered Floor Joists
• Supporting Loadbearing Wells or Shearwall................(Figure 6)............................... 0 ft s d
SCALE:Yz" = 1'-0" - Floor Bracing TYP.VERTICAL EDGE NAIL SPACING 9 at Entlwalls..............................................(Figure 9)................:................................. �L
(8d COMMON VARIES PER SHEAR WALL Floor Sheathing T IRC or WFCM)..................T&G PLYWOOD N
-- ---_-_.-- -___._-- -_- -_ SEE Al2&A13.) 3/4• m Floor Sheathing Thickness..........................................(IRC or WFCM)............. �L yr
TYP.FIELD NAIL SPACING Floor Sheathing Fastening................................................... 2"In.FIELD � - Q
...(Table 2)..Btl NAILS-6"in EDGE/1
(Bd COMMON VARIES PER SHEAR WALL 4.1 WALLS J
SEE Al2_&A13.) wall Heigh 4
Loadbearing Walls.............................._P...................... (Figure 10)............................. & ft'S to, -
Non-Loadbearing Wells (Figure 10) .............. 13-8"ft.s 20'
Wall Stud Spacing ........................................................(Figure 1D) . 16"in,s 24"o.c. O
(3)HEADER Wall Story Offsets................................................................(Figures 7-8)............................. ...9)4"in.s d ,�♦♦ I
4.2 EXTERIOR WALLS V r
Wood Studs (." Loadbearing Walls.........................................................(Table 5)......................2x ft. 0 in. ✓
r
—_
' 11on•� NLoadbearing Walls.................................................(Table 5)......................Dr 6 - 13-8"—ft. 0 In. r
DBL.JACK STUD
' - Bracing-Gable End WaOs � N iUj
ON WSP Attic Floor Length................................................(Figure 11)............................... N/A ft.2 W/3 CD I v/
YWINDOW-DBL. NC p,\ GYPsum Ceiling Length..............................................(Figure 11)............................... 25 ft a 0.9W
SILL PLATE'. - FOVN OVNO Double Top Plate = ( "L
; O k Splice Length.......................................................(Figure 13).........................................1_11. ✓
�T/ON 1 GONC Splice Connection(no of 16d common nails).. (Table 6) ............................. .8 , O
' Loadbearing Wall Connections U
Uplift.(proprietary connectors)...................................(Table 7)................................U= 223 lb. ✓ (a �
r
E
. Lateral(no of 16d common nails).................................(Table 7)................................ 2 �- J in
I V
WALL OPENINGS—STUDS AND HEADERS Non-Loadbearing Wall Connectionsu
3 - Uplift.(proprietary connectors)......................................(Table 8)........................ ....U= 169 lb. ✓
I I
r
' SCALE:Yz" = 1'-0". Lateral(no.of 16d common na Is)............................(Table 8)................... 2
Wall O_.. penirgs
• NOTES: Header Spans......................... (Table 9). 6 ft 0 in.s 11' ✓ > = i
Sill Plate Spans..............................................................(Table 9).....:..... 6 ft 0 in.s 72' (Di
-' � 1.)THIS CHECKLIST SHALL BE MET IN ITS ENTIRETY,(EXCLUDING THE SPECIFIC EXCEPTIONS NOTED . — ( ZO
full Height Studs(no.of studs).....................................(Table 9)................ .................... 3
,` ,S ,` s IN 02)TO COMPLY WITH THE REQUIREMENTS OF 780 CMR 5301.2.1.1 ITEM 1.IF THE CHECKLIST IS r_ r
Connections at each end of header or s0i
MET II ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS AND HOLD DOWNS ARE NOT Uplift.(proprietary connectors)................................(Table 9).................................................... 831 lb. ✓ O Q O V
I Sg"ANCHOR BOLTS w/ I 1 REQUIRED PER THE"WFCM' CU
(WOOD FRAME CONSTRUCTION MANUAL)110 MPH GUIDE: i
•STEEL STRAPS PER FIGURE 5 Lateral(Proprietary connectors)..............................(Table 9).....:.:......_..........._....................... 396 Ib.
I 3"x3"x?a"PLATE WASHER TYP. i I wall Sheathing
20 GAGE STRAPS PER FIGURE 11 Minimum Building Dimension,(W)WIDTH
UPLIFT STRAPS PER FIGURE 74 Sheathing Type.......................................................(Table 10) ... 1/2"PLYWOOD
- -ALL STRAPS PER FIGURE 17 Edge Nail Spacing...................................................(Table 10).........................................._in.
�\ -CORNER STUD HOLD DOWNS PER FIGURE 18a AND FIGURE 18D —
13
2.)EXCEPTION:OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE Field Nail Spacing...................................................(Table 10).......................................... in. _
PERCENT FULL HEIGHT SHEATHING REQUIREMENTS SHOWN IN TALBES 10 AND 11. Shear Connection(no.of 16tl common nails).-.......(Table 10)................................................_ _\SEE PNGE 120F- Ln
l' I 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2"IN.NOMINAL THICKNESS Hold Down Capacity................................................(Table 10)_.......................................... lb.
�� L__-_----__`----------'-'---`--- -� ) ) Percent FulFHei ht Sheathing (Table — O
-. -----.---.--.--_________ PRESHURETREATED#2-GRADE 9 9................................( b1e 10)-._......................................-.._% N
(= - - i 4.) A.
FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND ASPECT RATIO,DETERMINE Maximum Building Dimension,L -
I PERCENT FULL-HEIGHT SHEATHING AND NAIL SPACING REQUIREMENTS. Sheathing Type.......................................................(Table 11)................................... 112"PLYWOOD ✓ 04
L____________________________ - - Edge Neil Spacing............................................. (Table 11)............................................ it. X
Field Nail Spacing...................................................(Table 11)......................................`....._in. W
WALL OPENINGS—STUDS AND HEADERS Shear Connection(no.of 16d common nails)......._(Table 1li_.......................................... _in BEE PAGE 12 oF,]
2 GENERAL NAILING SCHEDULE Hold Down Capacity..........................................._._(Table 11)....:-........::......._......................_lb. _ / p
SCALE:%z" = 1'-0" Percent Full-Height Sheathing................................(Table 11).................:
NUN,aEROFCOMMON
JOINT DESCRIPTION NAILS NUMBER OF wx NAILS NAILING SPACE WBII Claddlrg RODT-FRAMN. IIY
Rated for Wind Speed?........................................................................................................................ ✓ O 0
lu soARO TO RAFTERIEuo-w.ILEoI znee %,fie EACH END 5.1 ROOFS - m
WALL OPENINGS—HEADERS IN LOADBEARING WALLS Roof framing member spans checked?.............................-(IRC or WFCM)..............................................WALL FRAMING ✓
Roof Overhang.....................................................................(Figure 19)....................... 7 112"ft.s Z or L/3 T
MINIMUM REQUIREMENTS AT EACH END OF HEADER Tuo TO STUD(FACE NAu.ED) znw z+•o.c Truss,I-Joist,or Rafter Connections at Loadbearing Walls
znse
HEADER SPAN EADER ACE.NAnso +fie ,eo.c.ALONG EDGES Proprietary Connectors o
(FT) HEADER NUMBER OF FULL- UPLIFT ERA .-
Uplift........................................................................(Table 12)............................................U= 303 lb ✓
SIZE HEIGHT STUDS (LB. LB. TOE- L.Eot' zee z-+m NENo }EAc
Lateral.....................................................................(Table 12)..............................................L= 176 Ib. -
Z,m m+-,fie EACH aLou m
2' 2-2x4 1 277 132 s,m .-,6a EACH.wLST Shear.......................................................................(Table 12)............................................S= 77 Ib. ..
Dec a,m rEa.Ji- Ridge Strap Connection-Tension....................................(Table 13)......................................_T=H—Fptt 0 LLJ �
3' 2.2x4 2 416 198 �,m d,m
., , Gable Rafter Outlooker........................................................(Figure 20)............................ 0 ft.s 2'or U2 LLI
Outlooker Connections at Non-Loadbearing Wells ..
4' I 2-2x4 2 554 264 - EDGE/6'FIEIn Z AFTERs.,.=_s- TO,6-... +m Proprietary IL I1J
cRs EwALL ORNAKwER,eo.c. m EocE/+-FIE,n Uplift........................................................................(Table l4)..........................................U= 4171b. ✓ LLI d J
fie fi-
5' 2-2x4 3 693 330 FI ABLE EI-ID,v / fi•EDGE/6' EID
RAKE.RAKE TRGS6 w W pity m 166
- � I.I.I Q
Lateral.._.................................................................Table l4............................................. 22810
O GABLE OVERHANG - - - ( )
J
r +m 6 ED nEln PLV
Q U LE EImvnu RAKE.RAKE Russ.+ Roof Sheathin T e..........................:.............................. IRC or WFCM.......................... WOOD
6' 2-2x6 3 831 396 ° B° - °L/c 9 hp / )
mucTURAL.n.O=S T d LL
ABLE ENownu.RAKE.RAKE Truss w, m ,oe a�EocEu-FIEIo Roof Sheathing Thickness....................................................................._....................... 1/2"in.z3/8"wsp ��Lr
T 2.2x8 3 I 970 462 Roof Sheathing Fastening...................................................(Table 2).....-............................
8' I 2-202 3 1,108 528
9' 2-200 3 1,247 594 GE nr FIELD �..�I.
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10, 2-2x12 4 1,385 660 3EDGE/,rc FIELD
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OF DATE: OCTOBER 2,2015 Osterville Landing -The Cotuit_ Lot 5 FOUNDATION PLAN Designs
PREPARED BY: DK Darby Way'
14 FILE NAME:
Osterville,'Massachusettes Sos-yes-sans
SCALE: /••-+'-O•. —�-v NOTE: CONTRACTOR OR SIPERVEM RESPONSME FOR THE
A3 CONSTRUCTION SET THE VERIFtcanoN AND coRoiNnnoN OF ALL DIUEN510N$ ROUGH e,1aN II
ROUGH OPENINGS.'ELECTRICAL HVAC&S1RCTURAL SYSTEMS
o t s a Ts ALL CONSRUCBON SHALL COMPLY YM FERERAI.STATE AND etch
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PREPARED BY: DK
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14 FILE NAME:.' Osterville, Massachusetfes 5O8-566-5=48
------------- --------- ------------------- NOTE CONTRACTOR'OR SUPERVISOR RESPONSIBLE FOR THE
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OF DATE: OCTOBER 2,2015 Osterviile Landing,-,The Cotuit,- Lot SECOND FLOOR PLAN Designs
PREPARED BY: DK Darby Way
14 FILE NAME:
'Osterville, Massachusettes 50b-56e-5348
SCALE: 1/+-1'-o' -------------------- NOTE- CONTRACTOR OR sUMVISOR RESPONSIBLE FOR THE
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