HomeMy WebLinkAbout0039 KERRY DRIVE - Health 39 Kerry Drive
Marstons Mills
A= 043 — 042
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Tar , A* q3-�
LOCATION 4 SEWAGE PERMIT NO.
VILLAGE
I N S T A LLER'S NAME i ADDRESS
r�
S U I L D E R OR OWNER ,
9:
DATE PERMIT ISSUED ,
DATE COMPLIANCE ISSUED�����
1,58
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ASSESSORS MAP NO:
` PARCEL NO.:
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THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
0 WAI..........OF........�!9na.1 77 4�..................................
. ppliration for Uhgvasal Works Tonotrurtinn Vatnit
Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal
System at: 7-4
ro.ys �iiLCrS
Location-Address or Lot No.
�� 4� �........t a/3i.✓s \.....................l......`--...... --...------_--_.Y� viv,/i........... ......................................._.....
W Owner Y�► " `�./_T-C� 1`�`_ ��$ _�T Address ..
Installer Address
d Type of Building Size Lot..--___,u._91a.._..Sq. feet
U Dwelling—No.:of Bedrooms.............3...........................Expansion Attic ( ) Garbage Grinder ( )
Other—T e of Building No. of persons............................ Showers — Cafeteria
Pa Other fixtures ............................
W Design
ow...............5-3.......................gallons per person per day. Total daily flow..-----------.3 moo..........._......gallons.
W stc Tank Liquid capacity-/�.wgallons Length-.f3.�6-`_.. Width_ -'- Diameter................ Depth..5''8ii
x Disposal Trench—, No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------- .......... Diameter......�.a_`----. Depth below inlet.......!.......... Total leaching area...Z67....sq. ft.
Z Ot�er Distribution box ( ) Dosing tank ( )
'' Pe colation Test Results Performed b GD).c./....t.,�-.-....-w&-L �.................... Date...._
Y---------------- ...
Test Pit No. 1----G...'....minutes per inch Depth of Test Pit----- Depth to ground water-------...........
Test Pit No. 2................minutes per inch Depth of Test Pit.............---.... Depth to ground water........................
t� ----•---•----------------------•-•--------•.......
----------------------------•....•••-•--••---------•---•-•-----•---- .......---•---------•-------.---
O Description of Soil------------ �'Z l° .-Sc�L Sei C. Z'I_-/Z 8 .r M`��
U --....-� %......------------------------•-•-------------------------------.....---------•----.......------------------.----------------------------
W --•----•••---------•-•-------------•----------•----------•-----------------• -------------------------------------------................................................................................
UNature of Repairs or Alterations—Answer when applicable...............................................................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iIT::z 5 of the State Sanitary C e— he undersigned further agrees not to place the system in
operation until a Certificate of Complia en by the board of health.
�C.... _. . . ............ ............................................ ................................
Date
Application Approved BY-----------. • ............... . ............................. .............. l
Date
Application Disapproved for the following reasons:---••---••-------•---•------------•-•--•--------------••-------•--------------•--------•---••-•-•--------...----
--------------•-•---------•-•----------•...-•--------------------------•••••----•----•-•••---•--•--•••-•.---•-•----------•------•---...-----------------•------......•---------------------•---•-••-•-•-
Date
PermitNo ..................................... Issued.......................................................
Date
M '\
. a_. ...........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
T ifs^� oF........ - {
... :....................
ApIp iration for lliopooal lgorkti Tomaraction Urrmit
Application is hereby made for a Permit to Construct (,,,) or Repair ( ) an Individual Sewage Disposal
System at:
11� Location-Address / or Lot No.
......................__..._.�"o:::.:.. r........................................... ............ZZ'l lr 7✓i!�%.�.... ........_......-....._.....................
-.
Owner ` Address
..................... --............. ----------.---------•••••••--- � ' .........
� Installer Address
Type of Building Size Lot_Z_.................Sq. feet
Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
Other—T e of Building No. of persons............................ Showers — Cafeteria
a Other fixtures ----------•-... --••---•---------••--•-•••...
W Design Flow.............4 ......................gallons per person per day. Total daily flow.............
__�-i'___._ ............gallons.
WSeptic Tank—Liquid*capacity./!R! <gallons Length.A.6_".... Width..-/.`_-.."._ Diameter.--_---_--__--- Depth_.4'_'e.".
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No......../........... Diameter._....? '.-------- Depth below inlet...... .......... Total leaching area... . 7....sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Pe'rcolation Test Results Performed by...L0?^!._.._sf...__1� .................... Date._^��':�:,,`l-......................�y` �
.
Test Pit No. 1...2�:..Z'._...minutes per inch Depth of Test Pit.... _'_ Depth to ground water--_ -_-•_---•-_--
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water_-_-__-_-----_•-_-_-_.
Q+' ......-•--•................. --•••---..... ...............--•-------------•-. -- -----.......... ••-••-•••..._...
;57/
Description of Soil............- ----........................................................ ------------------
"��+' ...-•-------------------------•-•-----------......--•-------•-•-----.....---------------------------------------------------------•----•-•------------------•---------------------
W --•-••-----•-----------------•---•-----••-......•-----•-•-------------•----•--•-•--••-••--•---•-•-----------•-•------............---••••-----•-••-••-••••--•---••--•---•----•--••-••---•-•.....••.••-•--
UNature of Repairs or Alterations—Answer when applicable...............................................................................................
---------------------------•-----------------•--•-•-----------------------------------------------------•......•-•-••---•--------•-•---••-•••••------•------•---•------••-••-•••------••---•-----••----
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITI.;,;. 5 of the State Sanitary C de—,The undersigned further agrees not to place the system in
operation until a Certificate of Complia s en i u by the board of health.
/ ,,
-Date
Application Approved By..... !fi. ........ ----------------------------- . c��L�_ ..........
Date
Application Disapproved for the following reasons---------------•---......----------------------•---------------•---......--------•------•--•-----•••--•....-•----
.................•-•...------•---••••-------••------••-•-•-------•--•----...-•-•.....••-•--••---------------••-••--•---------•-•--•-------------...---------------•-----••----------••------•-----------
Date
Permit No. . ---.1� ? ---•--- Issued-----•-•-•----•--------•--•---•-__•---
• ----.....--
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.......s..0 i !i./...........OF....... ' '.1 . . /�c ..................... .. . ............
kT rtifiratr of Tontpliatta
THIS I O CERTIFY, That the Individual ew-, e Di s oral Syst m constructed Q.�`or Repaired ( }
by ......... :_..._ �1. _l L-- --------------------------------------------------------------------
�visions.
nstaller
�.
............r- �_ --------- L-------------------------------------------------------I--------
has been installed in accordance wl iTI;L11 , 5 of he State Sanitary Code as descy..iibed in the
application for Disposal Works Construction Permit No---- _ .Z- dated__ --- __ _(.ram. -_-_--_-_-
THE ISSUANCE F THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUA ANTEE THAT THE
N SYSTEM 19N T SATISFACTORY.
II
DATE........ .. l ........ Inspector.......... ...............................................................
g� THE COMMONWEALTH OF MASSACHUSETTS � t%K LL_
BOARD OF HEALTH 46 N (r5>f&J1(-7
<� � ..............t` .! !/A. ..........OF.....��.% :�..+/S �..'�`.��...._..................-----•. ��a
No.. ................... FEE........................
rho fitontrnrtion r t
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Permission is hereby granted........................ --- -------------
to Construct ( or Repair ( ) an Iridi"iflu 1 Sewage Disposal S-(Aem
�s__.....•--•- fit/ •-- ---•--
� Street /
as shown on the application for Disposal Works Construction Per ml
N� �Z" Dated----������?..........
cim --
.................................... Board of Health
FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS
.d 1
i - Department of Environmental Management/Division of Water Resources
WATER WELL COMPLETION REPORT
►C- WELL LOCATION
Address ..z 11 1 � rP lev-1—DIC
City/Town VIA o_Tt �, 4, A-).;-
G.S.Quadrangle Mapes
Grid Location. / l
Owner Djj kc 4P 4o
Address 1 f} Sk rariztt)aracL #t n wi S �J
WELL USE CONSOLIDATED WELL
Domestic Public ❑ Industrial ❑ Type of Water-bearing Rock
Other
Water-bearing Zones
., 1) From�To 4
Method Drilled
/ 2) From To
Date Drilled — �[� . 3) From To
4) From To
CASING 'Depth to Bedrock
Length s�'I Diameter _
Type �/l� UNCONSOLIDATED WELL .
STATIC WATER LEVEL Water-bearing'Materials
Feet below land surface Sand: fine❑ medium®% coarse❑
Date measured Gravel: fine❑ medium❑ coarse
Screen:
GRAVEL PACK WELL Slot# /O length�f,rom_�to-_
Yes El No Q i
Split Screen (or 2nd screen).
WATER QUALITY TESTS MADE Slog length from to
Chemical �. Biological ❑ Depth To Bedrock
PUMP TEST
Drawdown feet after pumping days hours at GPM.
How measured Recovery feet after hours.
LOG of FORMATIONS COMMENTS: (On well or water)
Materials From To
0
DRILLER
Firm
Address
City
Registration No. .---��
eas 7- 77 /7 perato' s9 ignature
e print ir m y BOARD OF HEALTH COPY 25M•10-85.807101
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PLAN REFERENCE
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1 CERTIFY THAT THE
L I` SHOWN ON THIS PLAN IS LOCATED ON THE GROUND
AS SHOWN HEREON,
DATE
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TOP OF FOUNDATION
. CONCRETE COVER
CONCRETE COVERS
J S' •`; 4"CAST IRON
X. 2" AX
II2 MA � 1 M
OR SCHEDULE 40 4"SCHEDULE 40 PV.C.(ONLY)
' P.V.C. PIPE PIPE- MIN. LEACH
' PITCH i/4"PER.FT PITCH I/4"PER.FT. PIT PRECAST
INVERT • a LEACHING
`,o EL..87:04... \-INVERT INVERT p . t.we•; PIT OR
,�, SEPTIC TANK 6`,6Z DIST. g�,Z EQUIV.
EL... . EL......4� ' : >x
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•'� ELF a'.' �o WASHED
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PROFI LE OF GROUND WATER TABLE
SEWAGE DISPOSAL SYSTEM
NO SCALE
P- .3z78
SOIL LOG WITNESSED BY :
DATE .;"cy.z7i9s�- S"*/ T e-ogl. .?ISM BOARD OF HEALTH .
TEST HOLE I TEST HOLE 2 ' ENGINEER
ELEV. ..8)/o . . ELEV. .. .. . . . . . .
7=72-
Cosh-i �
•. ✓ sue-sc,(- DESIGN DATA :
97./n NUMBER OF BEDROOMS .3
TOTAL ESTIMATED FLOW . • 33o GALLONS/DAY
BOTTOM LEACHING AREA SO.FT. /PIT/C.P.D.
`o425E SIDE LEACHING AREA . . . i88�.r� . . SO.FT./ PIT/47i C:RD
GARBAGE DISPOSAL .!Vo^�4'. .(50 % AREA INCREASE)
TOTAL LEACHING AREA PP. . SO.FT
„ PERCOLATION RATE «S. 9i`�. ?wO. MIN/INCH
LEACHING AREA PER PERCOLATION RATE .A-' . SO.FT./,-,P,D,
.N.°. .WATER ENCOUNTERED avE �iT/NiT?/
NUMBER OF LEACHING PITS . . . . '. . . . . . .
APPROVED . . . . . . . . . . . . . BOARD OF HEALTH DWI? •�7��F S7DnJGr bN AGG -5,/pev
DATE . . . . . . . . . . . . . . . . . . . .
AGENT OR INSPECTOR
N OF d,{��q n�SH OF &4
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SCALE , / :. a�.... DATE ��YF fZ 158G
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AS SHOWN HEREON,
DATE . .. . . .. .. . . . . . .
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TOP OF FOUNDATION
e` CONCRETE COVER
CONCRETE COVERS
J.S• ••'a 4"CAST IRON
12��MAX. 12"MAX.
OR SCHEDULE 40 4"SCHEDULE 40 PV.C.(ONLY) >
P.V.C. PIPE PIPE- MIN. LEACH
PITCH i/4"PER.FT PITCH I/4 PER.FT. PIT PRECAST LEACHING
o% —INVERT
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SEPTIC TANK EL.8G.6Z. . ELBG.Z¢ >_
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3/4 TO II/2
WASHED
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PROR LE OF GROUND WATER TABLE
SEWAGE DISPOSAL SYSTEM
NO SCALE ,
P- 3z78
SOI L LOG WITNESSED BY :
DATE .474Y.Z7/W '.10M"1 TAB-eel. •2'S' BOARD OF HEALTH .
TEST HOLE I TEST HOLE 2 ENGINEER
ELEV.. .89,/o . . ELEV. .. .. . . . . . .
xs s� DESIGN DATA :
`z. B7/o NUMBER OF BEDROOMS . . . . . .3 . . . . . . .
TOTAL ESTIMATED FLOW . . .33o GALLONS/DAY BOTTOM LEACHING AREA 7B�� . . SO.FT. /PIT/4-,RP..
PIT/4-7/SIDE LEACHING AREA . . . ��8'''r�. . SO.FT./ PIT/4-7/
GARBAGE DISPOSAL .!Vo^�4'. .(50% AREA INCREASE)
TOTAL LEACHING AREA Z67 ob. . SO.FT
PERCOLATION RATE GC-r; 1p9" 7WO. MIN/INCH
LEACHING AREA PER PERCOLATION RATE ..42�q7 . SO.FT.�i,,0P.
.N.P. WATER ENCOUNTERED
NUMBER OF LEACHING PITS . . . . ". . . . . . . . . .
APPROVED . . . . . . . . . . . . . BOARD OF HEALTH 7r(Q °F S7a!v� a!v AGG SiD4:
DATE. . . . . . . . . . . . . . . . . . . . . . .
AGENT OR INSPECTOR
OF OF MaB
EDWARD
KEY v'
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PETITIONER
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DATE: — REVISED
Designo
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DRAWING NUMBER
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APPLICANT TO COMPLETE & SUBMIT WITH PERMIT APPLICATION A)VC Guide to JVood Cottstructiorr in High Whid Areas: .110 niph IVinrd Zo/re
AIf/C�Gcrirlcta rf%orlCunstrucrialtiril'ii�h ItrindArccls_ /1(li,�plc JhinrlZnnc Massachtisetts Checklist rot- Coinpliance (7socnIa53ot.z.t_t)' OMPHEXP UREBWINDZONE
- ._ .. _ : .-... _ , .. ...- - - _ _ _. .- -- - - _- -- Table 2 General 1 Schedule
• ,
ass�>lchtiSetts C>hec.l�list for Compliance (7Fo C.,"Rt3c►1..�,1..t)' Loadbearing Wall Connections a e enera Nailing✓ ai n
Lateral(no.of 16d common nails).................... (T )
Check ...._.---•-(Tables 7 . -•-•-•---.-£.rr?��.?---I`�4�=\L��__..._._._.. z--- I
Non-Loadbearing Wall Connections
1
Compliaiice Lateral(no.of 16d common nails)___________ ___________(Table 8)........................... _.__ V JOINT DESCRIPTION Number of Number of Nail Spacing
1.1 SCOPE Load Bearing Wall Openings(record largest opening but check all openings for complian—to Table 9)
WindSpeed (3-sec- gust)-------------------------------------------------------------- :.................................... 1 10 mph Header Spans .------.......__...----... •-----•. -•-•--•--•--.(Table 9)-------- -•--..._.._....._._...._ to ft C in.5 11'
Common Nails Box Nails
.. ...................... ._:..__..._.._........`B Sill Plate Spans .-------------•-------•---•---•---••-••--•------•••--•••(Table 9)----------•----•--•----•-_...._ �. it 6-in.<_ 11' -
Roof Framing
Wind Exposure Category..................................................
Full Height Studs no.of studs .................................... Table 9 ___________ _ _____ ___- -___ Blocking to Rafter(Toe-nailed) = 2-8d 2-10d each end
1.2 APPLICABILITY Non-Load Bearing Wall Openings (record largest opening but check all openings for comp'=-ince Table 9) Board to Rafter(End nailed) 2-16d 3-16d each end
Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) _2- stories 52 stories Header Spans...... ................................ Table 9 �ft V• in.5 12-
Rim ar _
- ( )-----------------•••.
Roof Pitch ........_..(Fig.2) ............................. _••-- 12 512:12 •-• - -
--.............--:-•- Silt Plate Spans (Table 9) - �. ft tQ in.<_ 12" �.! Wall Framing
Mean Roof Height ..........:..........:.....................................(Fig 2)._..._._...__••---._._......._._.....__._. 'ZZ` ft.5 33' Full Height Studs (no:of studs)- {Ta e 9)__.._.___.___.._.....__--._.._..___.....--•-••-•_-••--_ (Face-nailed) - -
bl `� Top plates at Intersections (Fa d 4 16d 5 16d at joints
•••...•_•..•.•.•.---.-.(Fig 3 ........................................ ft 5 80" Exterior Wall Sheathingto Resist Uplift and Shear Simultaneously
Building Width, W ................................... ( g ) 2� ft 580 — p Stud to Stud (Face-nailed) 2-16d 2-16d 24" o.c.
Building Length, L ._........ ...._.......(Fig 3)--------------------------------•------• Minimu a es ens _ _ _6 8 Header to Header(Face-nailed) 16d 16d 1 c. g g
-•••-••.•••-••-•-.••••-•••-•••--• - m Buildin Dimension,W
(Fig 4 1,� 5 3:- g Z ....._•-----....-- . ... -- . 6!id
( ) .. .. „ Nominal Height.of T Il t Op ng I _
Building Aspect Ratio L/W ( 9 )
Height of Tallest O enin 2 _..(Fig 4)...... C. re v�T8' `/ 9 Type -•--•------ ---•••--•---•. note 4 .......................... r3_"Q6 "
el gr6"o �alon edges i
Nominal H g P Edge Nail Spacing....... . (Table 10 or note 4 if less)..._....._..._.__...._._In_ . ✓ Floor Framing
Sheathing T e............. ( ) -�
1.3 FRAMING CONNECTIONS Rald.Nall Spacing-----------_____________._-:-------,-_--,(Table 10)•_..._____._..-______-------_--------------------- �n_ � Joist to Sill, Top Plate or Girder(Toe-Nailed) (Fig. 4-8d 4-10d per joist
General compliance with framing connections...... ...........(Table 2).... Shear Connection(no.of 16•d common nails)(Taple 10)................`._.._...._..._.__.____.._... V Blocking to Joist(Toe-nailed) 2-8d 2-10d each end
Percent Futl-Hei ht Sheathing able 10 _____________________________________________ _340 -°io
s g---••••---•---•--•--•R ) Blocking to Sill or`fop Plate (Toe-nailed) 3-16d 4-16d each block
2.1 .FOUNDATION 5%Additional Sheathing for Walt with Opening>6'8'(Design Concepts)..__ _LJ10
Foundation Walls meeting requirements of 780 Ch, i09.1 Maximum Building Dimension,L fib le - =
g z " Joidsgt on Ledgerer ttBo Beameam or Gi(Toe-Nailed)(Face-nailed) 3_gdd 3 10d each
ost
...................•. Nominal Height of Tallest Opening ____----••-----•----------- ----•- ......--•----•-••-......---------.�
Concrete--------------------------------------------------- /
-••-.-_•__••--.--.-_•_________________. . �` Band Joist to Joist End nailed F'
1 joist
i
Concrete Mason - ... --•-•...._..---•-• Sheathing TYPe-•--••••---•--•.................•...._.._...:(note 4)---•.---•----._.....-•-----•---•----•---•ifZ-ta5 ( ) ( 1�.14) 2-16d 4-16d per joist '
Edge Nail Spacing a able 11 or note 4 if less ....................... in. �d Band Joist to Sill or Top Plate (Toe-Walled) (Fiig. 14) 2-16d 3-16d per foot
2.2 ANCHORAGE TO FOUNDATION'`3 Field Nail Spacing able 11 in_
P g--•--- -- --- {T )•---•--•----_...---••-•--•--......•---•-•..._---- -
5/8"Anchor Bolts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Shear Connection (no_of 16d common nails)(Table 11)___ --------------------------- Roof
I able 4 .............................. .......... 6 In- � , Percent Full-Height Sheathing......................(Table 11)..............._.......__.._._-....__....-- Z(p_� � Wood Structural Sheathing
Panels
Bolt Spacing-general_....................._....._._......._ (Y )
,_•........... .........(Fig 5 - t^ in...-5 6"- 17" 5%Additional Shea thing for Wall with Opening>6'8"(Design Concepts)__._.___...__.....__. 8d 10d n edge/6"field
Solt Spacing from endtoint of plate ... ( g ).-=----•-•----- •....... ... ..... •
Bolt Embedment-concrete.......................................(Fig 5)..... __.,___.__---•-----.--..-_ ............ min_ Z 7" t} Wall Cladding
_,• � Rafters or trusses spaced over o.c _: 8d 10d 4 edge/4 field
Bolt Embedment-mason ..............(Fig 5)---------------------------------- ft� in.Z. 15" _ Rated for Wind Speed?_-______-____ ____-_____:-____- "
masonry -z 3�x 3"x /." Gable endwall rake or rake truss w/o gable Overhang 8d 10d 6n edge/6"field
n n
Plate Washer____________________________________________________________(Fig 5)............................................. Gable endwall rake or rake truss w/structural out lookers 8d 10d 6 edge/6 field
--••- • 5.1 ROOFS
s uc
3.1 FLOORS Roof framing members spans checked'?_______________________ For Rafters use AWC Snan Tool,see BBRS Website) Gable fsndwall rake or rake truss w/lookout[blocks 8d 10d 4 edge/4"field
9 P (
Floor framing member spans checked .............................(per 760 CMR Chapter 55)........_... ✓ Roof Overhang (Figure 19 -smaller of 2'or L/3
Maximum Floor Opening Dimension.................................(Fig'6)..._._;__-.----__-___--_-----_-_._.--_--.-__. ft 5 12' Truss or Rafter Connections at Loadbearing Walls
'�__ Ceiling Sheathing
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)................................... ... Proprietary Connectors -
`,/ Gypsum Wallboard 5d coolers 7" edge/10" field
Maximum Floor Joist Setbacks Uplift_..---------•-----_...........•---_...•-•••---•- able 12)........................................... U=��plf
Supporting Loadbearing Walls or Shearwall._........_....(Fig 7)............................................:. ft 5d \%
Lateral ---------------- (Table 12). L= P!f -v/ Wall Sheathing
Aaximum Cantilevered Floor Joists Shear................................_.__.... ......(Table 12).............._.._..__...._..._.._.._..._....S=�plf
Supporting Loadbearing Walls or Shearwall...............(Fig 8)........_----------------___-_ ...._._..__.__._. -� it ` Ridge Strap Connections,if collar ties not used per page 21... (Table 13)_ -�(,�.p J
Wood Structural Panels
(Fig 9. ...................................... . _ ____
Floor Bracing at Endwal(s.................................................( g ).••---•--•--�--•�-�--- •- Gable Rake Outlooker._...___..___...._....___._.__..__. ____ (Figure 20 ,fi s smaller of 2'or L/2 Studs spaced up to 24"o c 8d 10d 6 edge/ 12"field
_(per 780 CMR Chapter 55 ( 9 )
•-' Truss or Rafter Connections at Non-Loadbearing Walls '/"and 25/32" Fiberboard Panels 8d {*1} 3"edge/6"field
Floor Sheathing Type ..•---------••-•------•-•-----------------------------(P P )......._._..__..._..._. ...: . �� � GypsumWallboard - 10 field
Floor Sheathing Thickness ..............................................(per 780 CMR Chapter 55)......................� an. >/z" coolers
Table 2 _. d nails at in.od e/ In field Proprietary Connectors
Floor Sheathing Fastening -•-----•---•-•------•-•-........__ ( . ) '_ �- 9 able;14 U= fib.
5d cool s 7"edge! "
Lateiat(no_of 16d common nails)._(Table r4).................. ..... ..........L=CIQ ib. Floor Sheathing
4.1 WALLS Roof Sheathing Type__•=-------•---•---: (per' 80 CMR Chapters 58 59 Wood 5tru.ctL1ral Parlel.s
. .....---•-••• -•--- •-•• P ) --•--....---
LiVall Heightt Roof Sheathing Thickness.*.............. ... .__ .TZ .in_>_7/16'WSP
._....(Fig 10 and Table 5)................ 'j-$� it 510'
---...----•----••••-- _........._. 1" or
Loadbearing.vra((s___.•..................•--•--• ................ _ _� Roof.Sheathing Fastening ___......._._.___.....(Ta le 2)____:•__-___ _.. .._______.___.__.___-__•.---_-_ Greater than 1 10d 16d /6
. ��' g g----•=--------•-•-•- q ..._�_ _ 6,:'edge/
12 fie
. less
Fld
i' 10 and Table 5 ...._. _..I%Z-. i� ft 5 20'
8d Od e/ Id
Non L31aixr :rvEts •-- ------ .....:......... ( 9 ) _
,...............(Fig 10 and Table 5)-.___......_...... 1�in!5.24%o:c. Notes_
Wall Stud Spacing •1. This checklist shall be met.In its entirety,excluding the specific bxception noted in 2, to comply with the requirements of
F s 7& 8 _.........._.••-------• _ft 5'�, 780 CMR 53U1.2_L1'ttem 1_ If the checklist is met in its entirety
the following metal straps and hold downs are not
Wall Sto €#ss -- - - - ._...... ...--• ( 19 )
required per the WFCM 110 mph Guide: {*1} Corrosion resistant 11 gage nails and 16 gage staples are permitted; check 1BC for additional requirements.
4.2 EXTERIOR WALLS 3 a, Steel Straps per Figure 5
Wood Stu&B _ •� - b_ 20 Gage Straps per Figure 11
Loadbearing walls- ----------------•- -----:•-...._...__.{Table'o) 2� fn rtt- 1°
9
- - � - c_ Uplift Straps per Figure 14 Nail: Unless otherwise stated, sizes given for nails are common wire sizes. Box and pneumatic nails of equivalent I
Non-Loadbeann walls..............................................(Table 5}._.. ant .___.___.:__.2x to P P 9 specified common nails may be substituted unless otherwise
g 'in_ d_ . All Straps per Figure 17 ' diameter and equal or greater length to the
Gable End Wall eracina y
a e. Corner Stud Hold Downs per Figuire 1IIa and Figure. '
prohibited.
•g ....._._._...(Fig 10 2 Exception_Opening heights of up to 8 ft_stuall be permitted whey 5% is added to the percent full-height sheathing
Full Height Endwall.Studs:._•........................ ( g )......__...__ .. .._- - ._..._--•--•-•-•- - �;--��/3
WSP Attic Floor Length................
-••----_.-{Fig 11)..______._._••----•----•---- :-_-- requirements shown in Tables 10 and 11. -
Gypsum Ceiling Length (if WSP not used).................(Fig 11)-----.............. ---------__--------- ft z 0.9W _
and 2 x 4 Continuous Lateral Brace g 6 ft_ o.c... (Fig 11j...._._________ ___.................•.............._--------
3. The bottom sit(plate in exterior walls shall be a.minimum 2 in•nominal thickness pressure treated#2-grade.
or 1 x 3 ceiling furring strips (' 16,spacing min_with 2 x 4 blocking d 4 ft_spacing in end joist or truss bays:
Double Top Plate
V
Splice Length -- •_-- _(Fig 13 and Table 6)--=------•------ ff
Splice Connection(no. of 16d common snails)._. ••--(Table 6)-------------------------------------------------------- - �
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�✓'M l��i+4. SCALE-: t!4'`t\,'O`• APPROVED BY: DRAWN B
DATE:ti1C5\i�-Z�.tl l REVISED
dq
Delsignw
774-2138-0773
DRAWING NUMBER
A2