HomeMy WebLinkAboutBLD-19-5975 .�,u TOWN OF YARMOUTH Building Department CERTIFICATE OF
4 (508) 398-2231 ext.1261 OCCUPANCY
:�-f_e y PERMIT NO BLD-19-005975
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ittiv
RICHARD CLEARY
ADDRESS: 15 BALDWIN LN,WEST YARMOUTH, MA 02673 ZONING DISTRICT Bldg. Type: Residential
SUBDIVISION MAP BLOCK LOT 017.11
REMARKS New Construction per approved plan 780 CMR MSBC, 9th Edition, TOY Bylaws—
4 bedrooms, 2.5 baths, kitchen, family room, dining room, den,two car gar as
per plans as per plans dated 05/15/19.
CERTIFICATE OF OCCUPA Y
DATE: L - H~2-00 BUILDING OFFICIAL:
SALVUCCI DYNASTY TRUST
BUILDING DEPT BY
170 HMS STAYNER DR
HINGHAM, MA 02043
PHONE
iIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR
ERMANENTLY.ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE
JRISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF
JBLIC WORKS.
CERTIFICATE OF OCCUPANCY
BUILDING INSPECTIONS APPROVALS
FIRE: OTHER:
DATE: ///f/a-O,a DATE: / / 281 2.o 0
INSPECTOR: 4 INSPECTOR: kW_ rok)s.pi/avfLO I-1 .
ELECTRICAL BOARD OF HEALTH
DATE: // /c O O DATE: I 2-'IZ02D
INSPECTOR: X • E,,,,:,L4t5 INSPECTOR: I A- J.C(
PLUMBING/GAS FINAL BUILDING
DATE: / AO Pve DATE: 1).--,) 3 d o
INSPECTOR: INSPECTOR: _."---',_.,..-,,—
COMMUNITY DEVELOPMENT: DATE NAME
w
a '•Y'lR TOWN OF YARMOUTH Building Department BUILDING
'---' 4, (508) 398-7231 ext.1261
gt-''� Y - 5 PERMIT NO BLD-19.005975 PERMIT
4 1�'' JOB WEATHER CARD
k,s364::'„yl 6f2019�. ISSUE DATE 05/1
APPLICANT RICHARD J CLEARY PERMIT TO New Building
EAT(LOCATION) 15 BALDWIN LN WEST YARMOU'fH,MA 02673 ZONING DISTRICT R 25 Bldg.Type. •Residential
SUBDIVISION MAP BLOCK LOT 017.11 BUILDING IS TO BE: "CONST TYPE V B USE GROUP R-
3
REMARKS New Construction per approved plan 780 CMR MSBC,9th Edition,TOY ' CONTRACTOR
Bylaws-4 bedrooms,2.5 baths,kitchen,family room,dining room,den,two LICENSE .CS-028903 }
car garage as per plans dated 05/15/19.(508-896-5558)Note:A Certified As Construction Supervisor '
Built is required before final inspection. '•RICHARD J CLEARY
'RICHARD CLEARY
AREA(SQ FT) 1,404,113,04 [Si COST($) ?•494000.00 PERMIT FEE($) 1 842.00 i BREWSTER MA 02631
OWNER SALVUCCI DYNASTY TRUST '.
. BUILDING DEPT BY
ADDRESS 170 HMS STAYNER DRIVE
HINGHAM 'MA 02043 s -rim- stalls.it PHONE '
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR
PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE
APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE
OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM
MINIMUM INSPECTIONS REQUIRED FOR ALL APPROVED PLANS MUST BE RETAINED ON WHERE APPLICABLE SEPARATE
CONSTRUCTION WORK: 1)FOUNDATIONS OR JOB AND THIS CARD KEPT POSTED UNTI. PERMITS ARE REQUIRED FOR
FOOTINGS.2)PRIOR TO COVERING STRUCTURAL FINAL INSPECTION HAS BEEN MADE.WHERE ELECTRICAL PLUMBING/GAS
MEMBERS(READY FOR LATH OR FINISH COVERING) A CERTIFICATE OF OCCUPANCY IS A4'.D MECHANICAL
3)FINAL..INSPECTION BEFORE OCCUPANCY 4) REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS.
RI:r=- TO DETAILED INSPECTION SCHEDULE OCCUPIED UNTIL FINAL INSPECTION HAS
BEEN MADE.
POST THIS CARD SO IT IS VISIBLE FROM STREET
BUILDING INSPECTIONS APPROVALS
'r• • / '''''"'/it 11 P(.4(dittO Cl/74911 1 W.1 AO_p_6.:* elk---e 2..../eti gfiWit/
1;,?,4,,, „,- ,rl1ti , / ,
�1
-- Jerre-if ,,.
- � 1 7 ,—h
f , _
OTHER: ..._.:1_. ..._
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WORK SHALL NOT PROCEED PERMIT WILL BECOME NULL AND VOID IF INPSECTIONS INDICATED ON TI ITS CARD
UNTIL THE INSPECTOR HAS CONSTRUCTION WORK IS NOT STARTED WITHIN SIX CAN BE ARRANGED FOR BY TELEPHONE
APPROVED THE VARIOUS MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED OR WRITTEN NOTIFICATION.
STAGES OF CONSTRUCTION ARrn/F
Cipro, Linda
From: Huck, Kevin
Sent: Tuesday,January 28, 2020 5:59 PM
To: Cipro, Linda
Subject: 15 Baldwin
Hi Linda,
Fire Department is all set at 15 Baldwin...
Kevin
Sent from my iPhone
1
J.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008--------
Federal Emergency Management Agency Expiration;-OW Ito1r btrIF,E0 •
National Flood Insurance Program =A
ELEVATION CERTIFICATE 202
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/con4p44,'aYild4((3)L ddlik- i-rir:
SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE-
Al. Building Owner's Name Policy Number:
Paul Biondo
A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number:
Box No.
15 Baldwin Lane
City State ZIP Code
West Yarmouth Massachusetts 02673
A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.)
Map 17 Parcel 11
A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 41°38'13.80" Long. 70°14'16.78" Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 8
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) 1,370 sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 7
c) Total net area of flood openings in A8.b 1,400 sq in
d) Engineered flood openings? ❑X Yes ❑ No
A9. For a building with an attached garage:
a) Square footage of attached garage 526 sq ft
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A9.b sq in
d) Engineered flood openings? ❑Yes ❑ No
SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
B1. NFIP Community Name&Community Number B2.County Name B3. State
Yarmouth 250015 Barnstable Massachusetts
B4.Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s)
Number Date Effective/ (Zone AO,use Base
Revised Date Flood Depth)
25001C0588J J 07/16/2014 07/16/2014 AE EL 11
B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9:
❑FIS Profile ❑X FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ❑X NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑X No
Designation Date: ❑ CBRS ❑ OPA
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6
OMB No.1660-0008
ELEVATION CERTIFICATE Expiration Date:November 30,2018
IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number:
15 Baldwin Lane
City State ZIP Code Company NAIC Number
West Yarmouth Massachusetts 02673
SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* ❑X Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations—Zones Al A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1 A30,AR/AH,AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters.
Benchmark Utilized: RTK GPS PER MTS NETWORK Vertical Datum:NAVD 88
Indicate elevation datum used for the elevations in items a)through h)below.
❑ NGVD 1929 El NAVD 1988 ❑Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor(including basement,crawispace,or enclosure floor) 10. 2 ❑X feet ❑ meters
b) Top of the next higher floor 14. 2 ❑x feet ❑ meters
c) Bottom of the lowest horizontal structural member(V Zones only) NSA. ID feet ❑meters
d) Attached garage(top of slab) 12. 2 ❑x feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building 13. 2 ❑x feet ❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent(finished)grade next to building(LAG) 9.6 x❑ feet ❑ meters
g) Highest adjacent(finished)grade next to building(HAG) 1 2.6 ❑x feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs,induding 9.4 ❑x feet ❑ meters
structural support
SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.
I certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? ®Yes ❑No ❑Check here if attachments.
Certifiers Name License Number
Daniel A. Ojala 40980
Title `�\V of MAssq
y c
Prof.Civil Engineer,Prof.Land Surveyor o7- DANIEI 48,
Company Name �, (Plac@�i u)
Down Cape Engineering Inc. a 0980
Address sere
„sSo
939 Main Street 9'�Q SURD �a
City State ZIP Code
Yarmouthport Massachusetts 02675
Signature Date Telephone)362-4541
2 t1-zap-o
Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner.
Comments(including type of equipment and location,per C2(e),if applicable)
Vertical datum is NAVD88 from MTS RTK GPS.Seven smart vent flood vents exist.Lowest elevation of equipment is air conditioning
unit located outside at elevation 13.2 all other mechanical equipment located at or above the first floor.
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6
OMB No. 1660-0008
ELEVATION CERTIFICATE Expiration Date:November 30,2018
IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
15 Baldwin Lane
City State ZIP Code Company NAIC Number
West Yarmouth Massachusetts 02673
SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A(WITHOUT BFE)
For Zones AO and A(without BFE),complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, B,and C. For Items El—E4,use natural grade, if available. Check the measurement used. In Puerto Rico only,
enter meters.
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below
the highest adjacent grade(HAG)and the lowest adjacent grade(LAG).
a) Top of bottom floor(including basement,
crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG.
b) Top of bottom floor(including basement,
crawlspace,or enclosure) is ❑feet ❑meters ❑above or ❑below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),
the next higher floor(elevation C2.b in
the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG.
E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG.
E4. Top of platform of machinery and/or equipment
servicing the building is ❑feet ❑meters ❑above or ❑below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or
community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑Check here if attachments.
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6
OMB No. 1660-0008
ELEVATION CERTIFICATE Expiration Date: November 30,2018
IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
15 Baldwin Lane
City State ZIP Code Company NAIC Number
West Yarmouth Massachusetts 02673
SECTION G—COMMUNITY INFORMATION(OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A, B, C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement
used in Items G8—G10. In Puerto Rico only,enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,
engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation
data in the Comments area below.)
G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)
or Zone AO.
G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate of
Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as-built lowest floor(including basement)
of the building: ❑ feet ❑ meters Datum
•
G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet El meters Datum
G10. Community's design flood elevation: ❑ feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments(including type of equipment and location,per C2(e),if applicable)
❑ Check here if attachments.
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6
BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date:November 30,2018
IMPORTANT: In these spaces,copy the corresponding information from Section A. _ FOR INSURANCE COMPANY USE
Building Street Address(induding Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number:
15 Baldwin Lane
City State ZIP Code Company NAIC Number
West Yarmouth Massachusetts 02673
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the
instructions for Item A6. Identify all photographs with date taken;"Front View"and"Rear View";and, if required,"Right Side View"and
"Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or
vents,as indicated in Section A8.If submitting more photographs than will fit on this page,use the Continuation Page.
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FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6
.. BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE Continuation Page Expiration Date:November 30,2018
IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number:
15 Baldwin Lane
City State ZIP Code Company NAIC Number
West Yarmouth Massachusetts 02673
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8.
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FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6
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FOUNDATION PLOT PLAN DCE #18-166
PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE
LOCATION : 15 BALDWIN LANE,WEST YARMOUTH, MA
SCALE : 1" = 40' DATE : JANUARY 31, 2020 PREPARED FOR:
REFERENCE : MAP 17 PARCEL 11 PAUL & MARGARKT BIONDO
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I HEREBY CERTIFY THAT THE STRUCTURE '' —�
SHOWN ON THIS PLAN IS LOCATED ON THE Jr'S D ' : ,a� `
GROUND AS SHOWN HEREON. Zia OJALA v`1-S/'
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YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR
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ROME NOT OF SYMOGNO5 WT ANUNA IN RAYUNG
SYSTEM DESIGN
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW. 4 BEDROOMS 0 110 GPD = 440 GPD
USE A 440 GRD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL, H-10 SEPTIC TANK
LEACHING
440 GPD (74) = 595 SF REQUIRED
MA
AFPROVED DATE BOARD OF HEALTH
TEST HOLE LOGS
EGLNEER.. CRAIG J. ICR3ARI, SE
8 35
= 595
SF OK
pLn
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SF X
J4 =
440 GPD
OK
USE
A 17'
X 35'
PIPE AND
STONE LEACHING FIELD
MA
AFPROVED DATE BOARD OF HEALTH
TEST HOLE LOGS
EGLNEER.. CRAIG J. ICR3ARI, SE
013871
SYSTEM
WITNESS: FlMY_VON .HONE RS
pLn
PROFILErMARK
DATE__ 6/28/2018
CORNERS OF
MS
PERU. RATE G 7 MIN/INCE
NS
WELL: MIW 29
CLASS_— SOILS
SIDE SETBACK
�-'�
SLED
MIN,
ELEV.
Q
'V
I CYR 7/4
0" 9 7' 0-
GRADE INSPECTION roRt (sff DETAIL)
9.7'
I
WITHOUT INSPECTION BY BOARD OF HEALTH AND
2% SLOPE
Ls
11 5
Ls
W1-
FILTER FABRIC
\
I
10YR i/2
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
WYR 4/2
of PAPER Gra PRECAST
-_
OP 8 21'
DECADE (1 -GALL ANON
B
OCATO UNDERGROUND OVERHERIFYINGAD
D U
PRIOR TO OF ALL UNDERGROUND k OVERHEAD VPLITfS
PRIOR i0 COMMENCEMENT
B
p H-10
OF WORK,
LS
iERTEC! D B
10VR 6/8
TY)
i
lOYR 5/B
REMOVED BENEATH AND 5' AROUND THE PRO?DSED
26'
7 5.
30"
F➢R L£YELNE 2d
32'
g'
APL. (A Ro Z B.P 7 Me N _ LEVEL
C CRUSHED STORE2 [ u
2MEcti,rv¢
COMPACTION
(2.5%(mPSMIN. (I xBEEF) (--I-x SLOPE)
FOUNDATION— 10 — SEPTIC TANK — 40' D' BOX 7' LEACHING
FACILITY
35.0'
NOTES
1, DATUM IS HAM 88 Tie vETE,~�`
2. MUNICIPAL WATER IS EXISTING / tl 1 T(`
}. MINIMUM PIPE v TCH TO BE 1/9' PER FOOT < fah SAN
_ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS !
TO BE AASHO H -LQ 1 '�
ri PIPE JOINTS TO BE MADE WATERTIGHT. C
LeW{C 'iH� Y ON
U
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH �x
6 -DEPTH 310 DOE 15000 (TITLE 5) Bay
BELOW INV _ Lrz �o l A
l THIS PLAN Is FOR PROPOSED WORK ONLY AND NOT TO
5 0' 1
ADJUSTED GROUNDWATER EL. 2.1
C
LOTSIZE
SYSTEM
25,000 S.F.
pLn
PROFILErMARK
CORNERS OF
MS
9
NS
WELL: MIW 29
MIN,
SIDE SETBACK
�-'�
LEACHING FIELD W/
I EL
MIN,
REAR SETBACK
(NOT 10 scup
REBAR SET BELOW
I CYR 7/4
sss COVERS To wuHx 6' of Hx GEARS
GRADE INSPECTION roRt (sff DETAIL)
VD EL 121
I
WITHOUT INSPECTION BY BOARD OF HEALTH AND
2% SLOPE
Sound
11 5
W1-
FILTER FABRIC
\
I
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
of PAPER Gra PRECAST
-_
OP 8 21'
DECADE (1 -GALL ANON
OCATO UNDERGROUND OVERHERIFYINGAD
D U
PRIOR TO OF ALL UNDERGROUND k OVERHEAD VPLITfS
PRIOR i0 COMMENCEMENT
9 0-9.5 FINISHED GRADE 4" LOAM & SEED
p H-10
OF WORK,
iERTEC! D B
SCALE1'=2'00'1
TY)
i
REMOVED BENEATH AND 5' AROUND THE PRO?DSED
F➢R L£YELNE 2d
ASSESSORS MAP T7
ARCEL 11
12. FLOOD RESISTANT CONSTRUCTOR REQUIRED TO EL
LOCUS S 'fITHN FE
A FLOOD ZONE AE
EL. 11
12.0. PLOODZONE COMPLIANT FOUNDATION DESIGN BY
AS SHOWN pN COMM
NITY PANEL
P- L1s e
CLEAN F LL
825001 005887 pAlEi
7/16/2014
150 L
ALL ROOF EUROPE TO BE DIRECTED TO GRAVEL DRIP
ED' OR ROOF DBYWEas.
OM
PO —
S-0 LOS
o
8JS
85
,�I/
..n Pee o
g'
APL. (A Ro Z B.P 7 Me N _ LEVEL
C CRUSHED STORE2 [ u
2MEcti,rv¢
COMPACTION
(2.5%(mPSMIN. (I xBEEF) (--I-x SLOPE)
FOUNDATION— 10 — SEPTIC TANK — 40' D' BOX 7' LEACHING
FACILITY
35.0'
NOTES
1, DATUM IS HAM 88 Tie vETE,~�`
2. MUNICIPAL WATER IS EXISTING / tl 1 T(`
}. MINIMUM PIPE v TCH TO BE 1/9' PER FOOT < fah SAN
_ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS !
TO BE AASHO H -LQ 1 '�
ri PIPE JOINTS TO BE MADE WATERTIGHT. C
LeW{C 'iH� Y ON
U
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH �x
6 -DEPTH 310 DOE 15000 (TITLE 5) Bay
BELOW INV _ Lrz �o l A
l THIS PLAN Is FOR PROPOSED WORK ONLY AND NOT TO
5 0' 1
ADJUSTED GROUNDWATER EL. 2.1
C
LOTSIZE
C
25,000 S.F.
pLn
PURPOSE.
G -W ADJ. DATA:
MS
9
NS
WELL: MIW 29
MIN,
SIDE SETBACK
�-'�
ZONE: A
MIN,
REAR SETBACK
ADJ: 0.4'
I CYR 7/4
9. COMPONENTS NOT TO BE BACKPILLED OR CONCEALED
1EYR 7/4
MAY 2018
120' L J _3' 132' -1.3'
GROUNDWATER ENCOUNTERED AT 96' EL 1,7
DCA' x{18-166 I,
BE USED FOR LOT LINE STAKING OR ANY OFFER
LOTSIZE
.5
25,000 S.F.
pLn
PURPOSE.
150'
MIN,
�i
8. PIPE FOR SEPTIC SYSTEM TO SDH. 90-9' PVQ
MIN,
SIDE SETBACK
�-'�
15'
MIN,
REAR SETBACK
20'
Nantucket
9. COMPONENTS NOT TO BE BACKPILLED OR CONCEALED
257
I
WITHOUT INSPECTION BY BOARD OF HEALTH AND
A�
Sound
PERMISSION OBTAINED FROM BOARD OF HEALTH.
W1-
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
-_
DECADE (1 -GALL ANON
OCATO UNDERGROUND OVERHERIFYINGAD
D U
PRIOR TO OF ALL UNDERGROUND k OVERHEAD VPLITfS
PRIOR i0 COMMENCEMENT
,i
LOCUS MAP
LOCUS
OF WORK,
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
SCALE1'=2'00'1
REMOVED BENEATH AND 5' AROUND THE PRO?DSED
LEACHING FACILITY
ASSESSORS MAP T7
ARCEL 11
12. FLOOD RESISTANT CONSTRUCTOR REQUIRED TO EL
LOCUS S 'fITHN FE
A FLOOD ZONE AE
EL. 11
12.0. PLOODZONE COMPLIANT FOUNDATION DESIGN BY
AS SHOWN pN COMM
NITY PANEL
OTHERS.
825001 005887 pAlEi
7/16/2014
ALL ROOF EUROPE TO BE DIRECTED TO GRAVEL DRIP
ED' OR ROOF DBYWEas.
OM
13.
ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT
MIN,
LOTSIZE
.5
25,000 S.F.
MIN,
LOT FRONTAGE
150'
MIN,
FRCNT SETBACK
30'
MIN,
SIDE SETBACK
15'
MIN,
REAR SETBACK
20'
MAX.
BU.LDING COVERAGE
257
SITZ IS LOCATED WITHIN NHESP PRIORITY HABITAT
Yarmouth
15 BALDWIN LANE
WEST YARI` OUTH, MA
PREPAREDI FOR
PAUL & MARGARET BIONDO
DATE: FEBRUAR`' 8, 2019
REVISED: MARCH 4, 019 (GRADING)
REVISED MARCH 25, 20 9 (WL._, DRIVEWAY)
REVISED: APRIL 9, 201 (WU-, TREELIN-)
Omo,1 21
Ygy °T II S 0fl 505 362 46a1
I0e 5 fit 9620
1,A M G. G 6 E :'� down p_ B
PALORE, IC down Cope ejipgv!!/gw /qC,
NO W 9so�
cry 1 engineers
5 11 ,; lansurveyors
+�< � 939 Maln Svee� Rte 5A)
DATE � A. OJALA P.E., P.L.S. YARM1,OUTHP?OEPA 02575
1S6
!E
7" W�..� E
.5
S O
61 E
IH ) L 9 'SII 'E
OF
15 BALDWIN LANE
WEST YARI` OUTH, MA
PREPAREDI FOR
PAUL & MARGARET BIONDO
DATE: FEBRUAR`' 8, 2019
REVISED: MARCH 4, 019 (GRADING)
REVISED MARCH 25, 20 9 (WL._, DRIVEWAY)
REVISED: APRIL 9, 201 (WU-, TREELIN-)
Omo,1 21
Ygy °T II S 0fl 505 362 46a1
I0e 5 fit 9620
1,A M G. G 6 E :'� down p_ B
PALORE, IC down Cope ejipgv!!/gw /qC,
NO W 9so�
cry 1 engineers
5 11 ,; lansurveyors
+�< � 939 Maln Svee� Rte 5A)
DATE � A. OJALA P.E., P.L.S. YARM1,OUTHP?OEPA 02575
1S6
20'x 14' DECK.
(PT DECKING-)
TW28410 TN25410 U P561611
—w 841
(9)]x19's OR GREATER FOR
±CTUD POCKETI sLIOER HEAVEF.9EAM ]e9
BREAKFA5T AREA
(TILE)
FAMILY ROOM
(CORP,)
e
L`6
FOOD 16 PSL F05T
— ---
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-GEES M251)-HAVOA V V
o IAA DEN / 5TUDY
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OL LOVE FDA GNMFHO�E
N/A
N OE leN
me
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1144
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ALDESIGN
OUT& PAT).
12
20'x 14' DECK.
(PT DECKING-)
TW28410 TN25410 U P561611
—w 841
(9)]x19's OR GREATER FOR
±CTUD POCKETI sLIOER HEAVEF.9EAM ]e9
BREAKFA5T AREA
(TILE)
FAMILY ROOM
(CORP,)
e
L`6
FOOD 16 PSL F05T
— ---
FLUSH STEEL)-eEALT AOOVE
-GEES M251)-HAVOA V V
o IAA DEN / 5TUDY
TY425410 TW28410
FOYER
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F.1 ro
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FINISH FLOOR AREA 54UARE FT.
ToALA AN M,
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1144
2609
H -K-15(
GARAGE
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12
L___L__�___J
DECK
260
US AM -.1 1AG12M
N/A
DINING ROOM
(HRDIVJD)
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TITLE PAGE NOT TO SCALE
LAUNDRY/
uT z
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FINISH FLOOR AREA 54UARE FT.
ToALA AN M,
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1144
2609
H -K-15(
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ALDESIGN
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A'115 ilC RENDERING5
DECK
260
MAC. AREA
N/A
DO NOT SCAT F THE
DRAWINGS
GENERAL NOTES
u mLATEST ASO'ED
Io ooc t D ) DANY
SOLELY OR ON MINDING
NMTrt TM OVE ALE
JOEMENSO
DMENOONG
oA
E,
DONE FLOOD D
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FINI5HED 6A5EMENT AREA
N/A
i_ 15T FLOOR AREA
14b5
�— 2ND FLOOR AREA
TOTAL FIN15H FLOOR AREA 5Q. FT.
1144
2609
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STb
COVERED PORCH
12
DECK
260
MAC. AREA
N/A
I
PAGE INDEX
1
TITLE PAGE
12
FOUNDATION PLAN
13
1ST FLOOR PLAN & WINDOW SCHEDU�E
4
2ND FL. PLAN & CROSS SECTIONS
5
ROOF PLANE PLAN -3d OVERVIEWS
ALL ELEVATIONS
7
r86
WIND NOTATION PLANS
110 mph WIND ZONE DETAILS
9
116
2
13
114
15
16
17
18
19
P D
20
Name Dale
21
22
TH155TRUCTURE 15 LOCATED IN A 110 mph EXF05URE CATEGORY 13 AREA. M155TRUCTURE SHALL RE
COMPLIANCE WITH THE AMERICAN FORE5T AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MAI
TWO FAMILY DWELLINGS. 110 mph EXT05DRE "e" WILL USE THE COMMONWEALTH OF MA55AOHU5ETT51
CHECKLIST PER (980 CMR 53012.1.1 DESIGN CRITERIA). THI5 STRUCTURE A ALSO REQUIRED TO MEET,
(980 CMR TAELLE 5301.2.1.2 WINCRORNE DE6RI5 PROTECTION)
A CERTIFIED AS =17 IS ti>?LIf
BEFORE €r.'I,1_,E?ECIOIiI
W N
N
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Of
W
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4 all
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DATE OF
FINAL
ISSUE
1/1/19
2114/19
DATE PRINTED
2/19/2019
LUTSCALE
UNLESS
OTHERWISE
NOTED
Q 114 1'
Dw L'
JE AND W
THE J
JNS OF L
H PAGE #
D�
SLOPE CROULARACPr RAN MA%IMUM SLOPE IS 2 FRED. I SHELF BETWEEN FOOTNGB AT O I DEEPEST ELEVATIONS.f
iC�I_
ALL CLEAN FIRM UNDISTURBED EP PAINTINGS ARE REQUIRED TO MAINTAIN REOUREO DEPTH BELOWCONCRETE
�0
FINISH SPACES
3SAM PSI AT 28 DAYSrFORALLSLAWS IFO NDATQN DESIGN BABEU ON 300 Psj
,PO EM AT 23 FACEE R AGEOTHER CONDITION.
� - 1
MAXIMUM
USE -016 GRACE 0 DEFOR.ED REINFORCING BARS UNLESS NOTED OTHERWISE
CONCRETE EXPALSON ANCHORS SHALL BESII P90N WEDOEALL STUD ANCHORSOR ENGINEER APPROVED EQUAL EPDXYTORE
%
'- _I
91 M1IPECN 5ET"ADHESVE ORAPPROJW EQOAL
_
INFILTRATION.ALLCPENIMGSINTHEEXT.BLDG. ENVELOPE BHN L BE SEALEDAGNNST AIR INFILTRATION THE FOLLO`.MNGAREAB MUST
BE APPLIED.
'JOINTS
"-
AROUND W NDONAND DOOR FMIIES
JOINTS BETWEEN WALL ND DR FINE
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JOINTS BETWEEN WALLACE) ROOF
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PAGE
#
umeLL.
BEGANTRY,
h�
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TABLE FIRST
PEACRAFNT OF HAD VWGW5AND DEOKLW GERS AND [OFF JOISTS
SAXAHN LUMBERDENNIS A BASED ON THE NATIONAL DESIGN SPECIFICATION LATEST
EDITION LLFREEDOM To NORTHEASTERN LUMBER MANUFACNRERS
TION
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PAGE #
GENERAL STRUCTURAL NOTES
1. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE
MASSACHUSETTS STATE BUILDING LODE FOR ONE- AND TWO- FAMILY
DWELLINGS, NINETH EDITION (780 CMR), AND ALL AMENDMENTS, WHICH
A R
IS BASED ON THE 2015 INTERNATIONAL ESIDENTIAL CODE.
Z THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE
WITH AMERICAN FOREST AND PAPER ASSOCIATION (AF4PA), "WOOD FRAME
CONSTRUCTION MANUAL FOR ONE- AND TWO- FAMILY DWELLINGS (WFCM),"
AND THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES (ASCE7-10)" THE BASIC WIND SPEED FOR THE DESIGN OF THIS
STRUCTURE IS 140 MILES PER HOUR (ULTIMATE) WITH EXPOSURE CATEGORY
C
I THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL
BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S). IF
THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S) BE
COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL
CONTACT THE ENGINEER OF RECORD 72 HOURS PRIOR TO THE TIME WHEN
THE IN5PECTION(5) I5 TO BE PERFORMED. THE CONTRACTOR SHALL INSURE
THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR
INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THE
STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR
INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE
GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S
EXPENSE.
4. ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE
CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG -TIE IN ACCORDANCE
WITH CATALOG C-2014. IT I5 THE RESPONSIBILITY OF THE CONTRACTOR TO
:. INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
5. ALL ENGINEERED LUMBER PRODUCTS TO BE I -LEVEL TRUS JOIST (OR
EQUAL) INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
ROOF FRAMING CONNECTIONS
1. ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE RIDGE
WITH (1) LSTA 18 TENSION STRAP AT 16" O.C. STRAP TO BE INSTALLED OVER
ROOF SHEATHING INTO RAFTERS W/ 10d COMMON NAILS TO RAFTERS.
2, ATTACH THE END OF EACH RAFTER/TRUSS TO THE DOUBLE TOP PLATE OF
THE EXTERIOR WALL WITH 0) HZ.5A CONNECTOR. CONNECTOR TO BE
APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL.
ALTERNATE: USE (1) H2A FROM EVERY RAFTER TO WALL STUD BELOW. TSP
CONNECTOR PER NOTE T1 "WALL FRAMING UPLIFT CONNECTIONS", IS NOT
REQUIRED WHEN USING (1) H2A AT EVERY RAFTER.
3. BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE
EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE
BLOCKING AT 6" O.C. PROVIDE 'V' NOTCH IN BLOCKING TO PROVIDE
ADEQUATE VENTILATION AS REQUIRED. BLOCKING TO BE ATTACHED
DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/ (1) RBC
CONNECTOR.
FLOOR FRAMING CONNECTIONS
1. PROVIDE (2)1%4" WIDE LVLS UNDER INTERIOR SHEARWALLS WHEN
PARALLEL TO THE FLOOR FRAMING DIRECTION. IF C516 COIL STRAPS ARE
SPECIFIED AS HOLDDOWNS AT THE END OF THE SHEARWALL, WRAP THE
STRAP(S) AROUND THE (2) 134" WIDE LVLS AS SPECIFIED, WRAPPING THE
STRAPS AROUND THE LVLS. IF HOLDOWN AT END OF SHEARWALL I5 A HDU
TYPE, SUBSTITUTE (2) 13/" WIDE LVLS WITH 3'/i WIDE PARALLAM (MIN). SEE
DETAILB. ALL BEAMS HERE UNLESS OTHERWISE SHOWN ON PLANS.
2, PROVIDE 3 1/2" WIDE PARALLAM PSL BLOCKING OR (2) 1)'4" WIDE LVL
BLOCKING UNDER INTERIOR SHEARWALLS WHEN JOISTS BELOW ARE
PERPENDICULAR TO SHEARWALL. PAD WEB OF TJI JOISTS AS NECESSARY.
3. ATTACH THE DOUBLE TOP PLATE OF THE EACH EXTERIOR WALL TO THE
RIM BOARD OF THE FLOOR ABOVE WITH (1) LTP5 CONNECTOR AT 24" O C. OR
W/ (2)10d TOE NAILS PER 12".
B ONDO RES DE
15 BALDWIN LN.
W. YARMOUTH, MA
GENERAL STRUCTURAL NOTE
WALL FRAMING CONNECTIONS
1. ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ROOF
WITH (1) TSP CONNECTOR AT 32" O.C. PROVIDE (9) 10d x 1!Q NAILS TO THE
PPA CONNECTOR TO BE
STUD AND RE fTL NAILS TO THE DOUBLE TO LTE. ,
APPLIED DIRECTLY TO 2x FRAMING.
NOTE: NOT REQUIRED WHEN USING H2A CONNECTOR CTOR PER NOTE ONane
2. EXTERIOR WALL STUDS OF UPPER FLOORS TO BE ATTACHED TO STUDS ON
1
THE FLOOR BELOW ACROSS THE RIM BOARD WITH ( ) CS16 COIL STRAP AND
(7) lOd NAILS AT EACH END OF STRAP, W/ A STRAP CUT LENGTH OF 18" •THE
CLEAR SPAN ACROSS RIM BOARD. STRAPS TO BE SPACED AT 32" O.C. (EVERY
OTHER STUD). STRAP IS NOT REQUIRED AT SHEARWALL HOLDDOWN
LOCATIONS. CS16 COIL STRAPS MAY BE APPLIED OVER PLYWOOD SHEATHING.
3. EXTERIOR WALL STUDS THAT ARE ABOVE BEAMS IN THE FLOOR FRAMING
SHALL BE ATTACHED TO THE BEAM WITH (1) LT512 TWIST STRAP AT 16" O.C.
(CUT SMALL SLOT IN FLOOR SHEATHING FOR STRAP) . STRAP IS APPLIED
DIRECTLY TO 2x FRAMING.
4. ATTACH FIRST FLOOR STUD TO RIM BOARD WITH (1)CS16 STRAP AT 32" O.C.
PROVIDE (6) 10d NAILS TO STUD AND (6) 10d NAILS TO RIM BOARD. ATTACH
RIM BOARD TO FOUNDATION SILL PLATE WITH (1) DSP CLIP AT 32" O.C.
5. CONNECTIONS FOR WALL OPENING ELEMENTS (REFER TO DETAIL q1)
HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE
L= V 0" TO 4'-0" (1) LSTA 9 (1) SP4
L= 4'-1" TO 6'-0" (2) LSTA 9 (2) SP4'
L= 6'-l" TO 8' 0' (2) LSTA 12 (2) SP4
L= 8'-1" TO SO' -0" (2) LSTA 15 (2) SPH6
*ALTERNATE : THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE PLATE
CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK
STUD TO HEADER. ATTACH CONNECTOR WITH HALF OF THE REQUIRED
NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TO THE
FOUNDATION RIMBOARD. CONNECTOR TO BE ATTACHED DIRECTLY TO 2x
FRAMING AND RIMBOARD. ALTERNATE CAN NOT BE USED WHEN SOLE PLATE
I5 ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB.
Ila
L HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE
HEADER (EXCEPT HERE NOTED).
2, PROVIDE (1) SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE
WALL, WITH (3) 10d NAILS TO DOUBLE TOP PLATE AND (4)-10d NAILS TO KING
STUD. FOR SECOND FLOOR (OR ANY LEVEL WITH TIMBER FRAMED WALLS
BELOW) HEADERS, PROVIDE (1) CS 16 FROM EACH KING STUD ACROSS THE
RIM BOARD TO A STUD IN THE WALL BELOW. FOR C516 STRAP SIZE REFER
TO NOTE 112" ABOVE. FOR LOWEST LEVEL HEADERS PROVIDE (1) SSP
CONNECTOR FROM EACH KING STUD TO THE SILL PLATE.
3. KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTED' AND
ABOVE IS NOT REQUIRED WHERE A 5HEARWALL HOLDOWN IS ADJACENT TO
THE OPENING.
SHEARWALL SCHEDULE
WALL TYPE S
`� 153z'PLYWOOD -(EDGES BLOCKED) I
,z\ 8d COMMON OR GALVANIZED BOX NAILS @ 6' O.G. EbGES
AND 12" O.L. FIELD.
^ 15%" PLYWOOD - (EDGES BLOCKED)
/2
2 ed COMMON OR GALVANIZED BOX NAILS @ 3" O.C. EDGES
AND 12" O.C. FIELD.
` "'/jf PLYWOOD -(EDGES BLOCKED)
1/3\ 8d COMMON OR GALVANIZED BOX NA LS @ 2" O.C. EDGES
AND 12" O.C. FIELD. FRAMING AT ADJOINING PANEL EDGES
SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE
STAGGERED.
NOTE: FOR PLYWOOD SHEAR WALL TYPE 1, 2, AND 3 LISTED
ABOVE, 8d COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 4i').
GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE
USED AS A SUBSTITUTE.
SOLE PLATE CONNECTION SCHEDULE
CONNECTION TO FLOOR RIM BOARD
WALL TYPE SOLE PLATE CONNECTION TO RIM BOARI
CONNECTION TO CONCRETE FOUNDATION
FOUNDATION SILL PLATE CONNECTION TO CONCRETE
5'8" diG. ANCHOR BOLTS AT 32" o c
NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE %" DIAMETER A307
STEEL ANCHOR BOLTS WITH 3"x 3"x '/4' PLATEWASHER WITH 7"
MINIMUM EMBEDMENT INTO CONCRETE.
ALTERNATE: TITEN HD BOLTS WITH 3"x 3'k %4" PLATEWASHER
SHEARWALL CONSTRUCTION
1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT
EACH END OF THE WALL.
2. FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C. USE (12) - 16d
NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SPLICE LENGTH TO BE
A MINIMUM OF 4'-0" LONG.
3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND
BELOW ALL OPENINGS IN SHEARWALL.
4. ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL
ENDS WITH (2) 16d NAILS AT 4" O.C. i
5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS
SHEARWALL HOLDOWN SCHE
STRAP HOLDOWNS
(1) - LS 16 COIL STRAP W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN STRAP
IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 2
iz? LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2x FRAMING
APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAP *.
(2) - C5 16 COIL STRAPS W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN
f 2J STRAP I5 APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d
V
(o 131 x 2 12' LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X
FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF
STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE
APPLIED TO 4x OR LARGER POST) *.
(3) - CS 16 COIL STRAPS W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN
STRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d
(0.131 x 2!z" LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X
FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF
STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE
APPLIED TO 6x OR LARGER POST)
FOUNDATION & HDU HOLDOWNS
HDU5-SD525 W/ SST824 ANCHOR BOLT"*. ATTACH HDU TO 3" (MIN) i
2X OR GREATER FRAMING MATERIAL AND %" THREADED ROD. CONNEI
THREADED ROD TO ANCHOR BOLT WITH CNW?q COUPLER NUT.
HDUB-SD525 W/ SSTB28 ANCHOR BOLT"*, ATTACH HDV TO %i' (MIP
OF 2X OR GREATER FRAMING MATERIAL AND 7/s" THREADED ROD.
CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW7is COUPLER Ni
HDUl1-SD52.5 W/ SB1x30 ANCHOR BOLT"*, ATTACH HDU TO 51/52" (MIP
OF 2X OR GREATER FRAMING MATERIAL AND 1" THREADED ROD.
CONNECT THREADED ROD TO ANCHOR BOLT WITH CNWl COUPLER NU
STHDI4RJ HOLDOWN STRAP** FOR APA PORTAL WALLS. 5EE TT -100F
FROM THE ENGINEERED WOOD ASSOCIATION. ATTACH TO
FOUNDATION FORMWORK WITH APPLICABLE ANCHORMATE PRIOR TI
CONCRETE POUR.
ALL HDU HOLDOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORK
LEGEND
�IA
SHEARWALL TYPE
SHEARWALL HOLDDOWN TYPE
0 SHEARWALL HOLDDOWN
---5HEARWALL p
LP PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW
/ OPENING WITH NAILING ACCORDING TO SPECIFIED 5HEARWALL TYF
# OF KING AND JACK STUDS AT OPENINGS
(3) - 16d COMMON WIRE NAILS PER 16"
(4) - 16d COMMON WIRE NAILS PER 16"
3 z )
(3) - S WOOD SCREWS
W
PER 6"x
CONNECTION TO CONCRETE FOUNDATION
FOUNDATION SILL PLATE CONNECTION TO CONCRETE
5'8" diG. ANCHOR BOLTS AT 32" o c
NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE %" DIAMETER A307
STEEL ANCHOR BOLTS WITH 3"x 3"x '/4' PLATEWASHER WITH 7"
MINIMUM EMBEDMENT INTO CONCRETE.
ALTERNATE: TITEN HD BOLTS WITH 3"x 3'k %4" PLATEWASHER
SHEARWALL CONSTRUCTION
1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT
EACH END OF THE WALL.
2. FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C. USE (12) - 16d
NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SPLICE LENGTH TO BE
A MINIMUM OF 4'-0" LONG.
3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND
BELOW ALL OPENINGS IN SHEARWALL.
4. ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL
ENDS WITH (2) 16d NAILS AT 4" O.C. i
5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS
SHEARWALL HOLDOWN SCHE
STRAP HOLDOWNS
(1) - LS 16 COIL STRAP W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN STRAP
IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 2
iz? LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2x FRAMING
APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAP *.
(2) - C5 16 COIL STRAPS W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN
f 2J STRAP I5 APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d
V
(o 131 x 2 12' LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X
FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF
STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE
APPLIED TO 4x OR LARGER POST) *.
(3) - CS 16 COIL STRAPS W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN
STRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d
(0.131 x 2!z" LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X
FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF
STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE
APPLIED TO 6x OR LARGER POST)
FOUNDATION & HDU HOLDOWNS
HDU5-SD525 W/ SST824 ANCHOR BOLT"*. ATTACH HDU TO 3" (MIN) i
2X OR GREATER FRAMING MATERIAL AND %" THREADED ROD. CONNEI
THREADED ROD TO ANCHOR BOLT WITH CNW?q COUPLER NUT.
HDUB-SD525 W/ SSTB28 ANCHOR BOLT"*, ATTACH HDV TO %i' (MIP
OF 2X OR GREATER FRAMING MATERIAL AND 7/s" THREADED ROD.
CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW7is COUPLER Ni
HDUl1-SD52.5 W/ SB1x30 ANCHOR BOLT"*, ATTACH HDU TO 51/52" (MIP
OF 2X OR GREATER FRAMING MATERIAL AND 1" THREADED ROD.
CONNECT THREADED ROD TO ANCHOR BOLT WITH CNWl COUPLER NU
STHDI4RJ HOLDOWN STRAP** FOR APA PORTAL WALLS. 5EE TT -100F
FROM THE ENGINEERED WOOD ASSOCIATION. ATTACH TO
FOUNDATION FORMWORK WITH APPLICABLE ANCHORMATE PRIOR TI
CONCRETE POUR.
ALL HDU HOLDOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORK
LEGEND
�IA
SHEARWALL TYPE
SHEARWALL HOLDDOWN TYPE
0 SHEARWALL HOLDDOWN
---5HEARWALL p
LP PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW
/ OPENING WITH NAILING ACCORDING TO SPECIFIED 5HEARWALL TYF
# OF KING AND JACK STUDS AT OPENINGS
PROJECT ADDRESS:
15 BALDWIN LN.
W. YARMOUTH, MA
P.O. BOX 1879
44 UNDERPASS RD UNIT
BREWSTER, MA 02631
(774) 353-2144
JOB#: 19-007 SHEET
DATE:02-OS-2019 G � .
SCALE: NONE
W
W
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NO.
REVISION/ISSUE
DATE
PROJECT ADDRESS:
15 BALDWIN LN.
W. YARMOUTH, MA
P.O. BOX 1879
44 UNDERPASS RD UNIT
BREWSTER, MA 02631
(774) 353-2144
JOB#: 19-007 SHEET
DATE:02-OS-2019 G � .
SCALE: NONE
x l r P � NI9 r„Nc 5ruzz
(# P' 1�7 F L MN)
(C5/G IVDT
F 1) JI(r'Tlr- CAf PC NJ J PC r b 5N)
.1
�. 1 1 1 II / nol boww
V
CPC`x t LAV>
-
Cl�bSU a
qf 0141 a T
Ti
T57,� >J(�,DONRJh. J170,�
SECTION VIEW
MODEL#
DIA7T:"
G1 .
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SCALE: NO
BED...MIN. REBAR LENGTH
SSTB16
5/8
g 50"
SSTB20
5/8
_
1688 58"
SST824
5/8
206e 66"
SSTB28
SSTB34
L SB1x30
7/82
7/828/e'82"
I
247/' 74"
_ 241,- -_-_ 96"
NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED
3' TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON
MANUFACTURER'S SPECIFICATIONS.
4
�LV_ illL +A PfbP{
OO /+O PC4 'AV '1U/
�'OPU 0I` A L✓n! K'
�Fr)Gf ITLTA\KIT
+ FOP ZYQWA;L
�cmlo�ds ,.15 OP -X/ Iv<u
-
MIN. REBAR LENGTH --
1'\ HOLD DOWN AT WINDOW OR DOOR OPENING
HD/ -- - - -
h7UDS MODEL# DIA MIN EMBED MIN REBARLENGTH
7 =x or 1 Wim) SSTB16 5/8 12% _ 50"
D _
SSTB20 5/8 j —16 $ra 58"
�
SST624 5/ 20 ie 66' -
CAP11 Orrp SSTB28 718 247e" 74
SSTB34 7/8 28 e' 82'
SBlx30 1 1 24 96'
NOTE : #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED
PDrDAOJAl
3'TOS'DOW FROM TOP MANUFACTURE'SSPECTIOATION PER SIMPSON
MANUFACTURER S SPECIFICATIONSMIN REBAR
m
AiT G
OE DJC-7 '9 f10l T)UWV/NC;hO. -Al
(VI I' 65M a
SECTION VIEW
7 4WA
;770, DR, 7111,VALI- -
_ 57 Jl DOWO F JGi70P.
C� + T!,�APR01'✓O JT OP
CVO�WfC 10i\1
)r FVC,"OP UITo JNAf IN
z
x
HOLD DOWN AT INTERIOR BUILDING CORNER
i JOF e 1PAT N1/N6
F.nr rf AT -VVIi 14Tj(4-'Lt V)
k Gtt/itC,TUI P_i'a. J � l'A -.
P
UINyEN rOrf ,INCA P/ �.TA N6> � �
OJui. Lf JX r+r r'LfirC ��
Cir 5�C1✓V OV PUrA9)
SECTION VIEW
7x £ _OGiJN6 J TWr FN A r'7 ' K5 --1
CNC7 CI rON%Gi 11✓7/.1N lFntO �rKf-D)-XOOF5r7 ArYIlN6
r= r r f n F0 A c ec7UPAU
j 00Or PAI7ck°
/ ,--r,c r'c-Aiv
/ r z VNLlN6
J
JU,PL ZAi Jr Ci
/
f`VTI10p70
\ O%17A/�0L75, IIT TIN, 6)
ZXfD7 05 NOTE NOT REQUIRED IF H2A
I IS USED AT VERY RAFTER
---111,15,1
cNN57AL1 PIOORTO bI-0CVN5 ELEVATION VIEW
AND PLYWOOD Sdi=ArY1/N6I
ALTERNATE: H2A
RAFTER TO TOP PLATE
?U.L_T ur COF!t P`�'U17
CPf=P. O T Ai -
�HI
DT
I
"41 i 1 DIJ P'0L1T(70
CA r_uLDrVVhr5N) CN FP-:I,I
(s t CP Pl A J5J �
7rrrAC IDPH
MODEL # I DIA 7 MIN. EMBED MIN REBAR LENGTH
SSTB16 5/8 125e' 50'
S 3TB20 5/8 168r 58'
s
SST624 5/8 208ia 66
SSTB28 1 7/8 24 '/874
SSTB34 W8 _..H7,8 _ _ 82"
SB1x30 1 24 _ 96"
NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED
3 TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON
MANUFACTURER'S SPECIFICATIONS.
s,q IIIt A Ac+ ,, _ _
�i� _ �- - r'Cf >> A.W. AliCN70P
R
I I/ S L. AV0)'O l)IP+OCTA N
n TO o" �� ° SKr JAk 0 GCf7vi K r i JJ 'DC
T z
I w
/ ri, Jl✓Gil flL E7 J
Pv Y,rc00.1 �Li
CP Pis ='V) n � P r'OI FCA/vI, AAi„l1JP � C'�5' J! /Y;'-LhSA_:
MIN. REBAR \ 775 FOV V.7X6WN-L
� T NIiA
SECTION VIEW PLAN VIEW
FHOilD DOWN AT EXTERIOR BUILDING CORNER
i
�
kCJOP _ � fli I7/N6 - ,
7DU A LJ714f�- 1I
C!-trrLAW � IC,IOr I -V T 1
CL/LTi I�
—__ —�
----
PA �� T
� az�or� NOU � Z� -V _
(7 PI"�M) rV,�f ri 1 r
E�,Ji=r A , a TPLr 'l
PL�LWA _+1/JT
>ER ��
ALTERNATE
ATTACH OPPOSING RAFTERS BELOW
*NOTE RIDGE BEAM OR RIDGE BOARD WITH
DRILL HOLE FOR THREADED ROD 2 x4 COLLAR TIEAS SHOWN. RIDGE
THROUGH PARALLAM AND ATTACH W/ STRAPS NOT REQUIRED WHEN
NUT AND 3"x 3"x'4" PLATE WASHER USING A COLLAR TIE.
INTERIOR HOLD DOWN INTO
BEAM IN FLOOR FRAMING
2X4 WALL
6" O.C. 4” O.C.
J
+ +
+
ELEVATION VIEW
STRUCTURAL RIDGE
n � iJ 701h T.'
PLAN VIEW
2X6 WALL
6" O.C. 4" O.C.
rl+_�
+ +I
ELEVATION. VIEW
NOTES NOTES
1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) R
OF 16d (0.162"x 3.5") NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. OF 16d (0.162"x 3.5") NAILS AT 6" O.C. FOR 2ND STORY SHEARW
2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) R
OF 16d (0.162"x 3.5") NAILS AT 4" O.C. STAGGERED FOR 1 ST STORY OF 16d (0.162"x 3.5") NAILS AT 4" O.C. STAGGERED FOR 1 ST ST
SHEARWALLS. SHEARWALLS.
JF BUILT-UP CORNER AT END OF SHEARWALL
rEmmi
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NO.
REVIISION/ISSUE
DATE
PROJECT ADDRESS:
15 BALDWIN LN.
W. YARMOUTH, MA
21f/=FF.1 �<v
)NSU T/\I TS
P.O. BOX 1879
44 UNDERPASS RD UNIT 2
BREWSTER, MA 02631
(774) 353-2144
JOB#: 19-007
SHEET
G1 .
DATE:02-05-2019
SCALE: NO
1DOUBLE. RIMBOARD TOP PLATE L
(2) 2 x12 HEADER ORAb,SPECIFIED
(TYPICAL, REFER TO PLAN FOR SPECIFIC HEADER REQUIREMENTS)
T LSTA24 STRAP (INSIDE F E OF WALL) !
HEADER TO (2) 2x6
14 4
4 4\ ----- FASTEN TOP PLATE TO HEADER WITH
(2) ROWS OF 16d SINKER NAILS AT 3" O.C.
-- FASTEN SHEATHING TO HEADER WITH 8d COMMON
OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS 'F
SHOWN AND 3" O.C. IN ALL FRAMING (STUDS,
BLOCKING AND SILLS) TYP. F _ —;-
``' FOR A PANEL SPLICE (IF
NEEDED), PANEL EDGES
17/32' STRUCTURAL SHALL BE BLOCKED, AND
PANEL SHEATHING OCCUR WITHIN 24" OF
MID- HEIGHT OF WALL.
BLOCKING SHALL BE
MIN. 26Ix211x3/6" NAILED WITH
PLATE WASHER (3) 16d SINKERS
SHEATHING
FILLER
(IF REQUIRED)
L5TA24 STRAP
(INSIDE FACE
OF WALL)
HEADER TO
(2)-2x6
2x6
FRAMING
STHD14 HOLDOWN
'1 L STHDI4 HOLDOWN
%e' DIA. ANCHOR BOLT v a
(7" MIN. EMBEDMENT)
SIDE ELEVATION
'z •_ APA PORTAL WALL
\,PW/ (NOT TO SCALE, FOR EXAMPLE ONLY! SUBSERVIATE TO TT -100F)
• •
HEADER SIZE
OPTION #2
U
(C)�
i�
W
a
(1)LSTA9
(1)SP4
(1)SSP
PER KING_
(B'
(NOT TO SCALE, FOR
L= 1'-0"TO4'-0"
ONLY!)
Lu
(2)SP4
(1)SSE
(1)CS 16-(6)8d NAILS
STRUCTURAL
PLYWOOD
NGTO
L= 41 TO TI (2)LSTA9
Q
PER
EACH END OF RAP
TCHELSHEATHWHE
MATCH ELSWHERE.
W
(1) SSP
PER
SOTE'lTUD '
NAIL DOUBLE ROW
L 6 1' TO e'-0"
(2) LSTA 121
(2) SP4
PER KIN
SPG
(SEENKING
OF 8tl NAILS
AILS
(EACH
PLYWOOD
SHEATHING TO
L-4-1 T06'-0"
(2)-cS 19
(S)ND
LTERNATE
T M O
TOPANDI BOTTOM OF
A
EACHENDS
—J
L 8 1 TO 10'-0"
(2) LSTA 15
(2) SPHfi
PERKING
SEE NOTE 6
PANEL INTO DOUBLE
SEE NOTE
(1) SSP
PER EACH KING STUD'
NAIL DOUBLE ROW
TOP PLATE AND
L- 10 1-1 161-011 16'-0"
(2) ST2122
(2) SPH6
(1) SSP
OF 8d NAILS AT 3"ac.
HEADER
EDfl ACH N
PERKING
ALTERNATE
BOTTOM OF
-NOTES
1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER.
2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS.
3, NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH (2)-16D NAILS PER 6" O.C. (CLIP FOR JACK STUD TO SOLE PLATE
CONNECTION NOT REQUIRED)
4. STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING.
5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY.
6. IF WALL SITS ON FOUNDATION WITH NO RIM JOIST, USE SSP CONNECTORS PERKING STUD ATTACHED TO BOTH PLATES.
CONSTRUCTION NOTES:
1) WELD BASE PLATES TO VERTICAL TUBE STEEL POSTS. POSTS TO BE
ATTACHED TO CONCRETE FOUNDATION WITH (4) z" THREADED RODS
WITH SIMPSON SET EPDXY WITH 10" MIN. EMBEDMENT.
2) COLUMNS TO BE SPLIT AT BEAM LOCATIONS AND WELDED TO
FLITCH PLATES TO PROVIDE MOMENT CONNECTION.
"31 CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO
PROVIDE PLATE AND
MOMENT
CONNECTION,
FABRICATOR TO
PROVIDE DETAIL
H55 POST AS
SPECIFIED
a
BASE PLATE AS
(2) LVL lr°>
PROVIDE PLATE
AND MOMENT
CONNECTION.
FABRICATOR TO
PROVIDE DETAIL
HSS POST AS SPECIFIED
BASE PLATE AS SPECIFIED
STEEL
OPTION #2
��
EXTERIOR
WAL
W
a
HEADER SIZE
�k
(B'
(NOT TO SCALE, FOR
EXAMPLE
ONLY!)
Lu
W
Q
(1)-C916
F)SSP
W
L= III TO 4'-0"
W1(5)Ed
EACH END
PER KING
STRUCTURAL
O
_
AILS
(EACH
PLYWOOD
SHEATHING TO
L-4-1 T06'-0"
(2)-cS 19
(S)ND
:.
••
A
EACHENDS
—J
PER
END OF STRAP
MATCH ELSWHERE.
°a
(2)-cs 16
SEE NOTE
(1) SSP
PER EACH KING STUD'
NAIL DOUBLE ROW
L=6'-1"TOB'-0"
d
'3'
PERKING
(SEE NOTE'4')
OF 8d NAILS AT 3"ac.
EDfl ACH N
mGGp
ALTERNATE
BOTTOM OF
_ -
p-C816TOP
121-csls
L=8' -0"T010'-0"
PER KING
SEENOTE
E
PANEL INTO DOUBLE
PANELINTTE
A HEN
EACH END
AND
TOP PLATE AND
(1) SSP
HEADER
L= IVA"To 161-01,
(2)ST2122
-
PERKING
-NOTES
1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER.
2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS.
3, NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH (2)-16D NAILS PER 6" O.C. (CLIP FOR JACK STUD TO SOLE PLATE
CONNECTION NOT REQUIRED)
4. STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING.
5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY.
6. IF WALL SITS ON FOUNDATION WITH NO RIM JOIST, USE SSP CONNECTORS PERKING STUD ATTACHED TO BOTH PLATES.
CONSTRUCTION NOTES:
1) WELD BASE PLATES TO VERTICAL TUBE STEEL POSTS. POSTS TO BE
ATTACHED TO CONCRETE FOUNDATION WITH (4) z" THREADED RODS
WITH SIMPSON SET EPDXY WITH 10" MIN. EMBEDMENT.
2) COLUMNS TO BE SPLIT AT BEAM LOCATIONS AND WELDED TO
FLITCH PLATES TO PROVIDE MOMENT CONNECTION.
"31 CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO
PROVIDE PLATE AND
MOMENT
CONNECTION,
FABRICATOR TO
PROVIDE DETAIL
H55 POST AS
SPECIFIED
a
BASE PLATE AS
(2) LVL lr°>
PROVIDE PLATE
AND MOMENT
CONNECTION.
FABRICATOR TO
PROVIDE DETAIL
HSS POST AS SPECIFIED
BASE PLATE AS SPECIFIED
STEEL
MOMENT FRAME
��
EXTERIOR
WAL
W
a
v
(NOT TO SCALE, FOR
EXAMPLE
ONLY!)
Lu
z'
G
P1 L 4NID INCYIOR
4S I E€'Y!.1Vfi
ION VIEW
z) 20.•_ (r � ,17T rIF
17)
<11
z
PLAN VIE
MOMENT FRAME BASE PLATES
(NOT TO SCALE, FOR EXAMPLE ONLY!)
N
SHEET
��
DATE: 02-05-2019
SCALE: NONE
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P-1
NO. REVISION/ISSUE
DATE
PROJECT ADDRESS:
15 BALDWIN LN.
W. YARMOUTH, MA
P.O. BOX 1879
14 UNDERPASS RD UNIT 2
BREWSTER, MA 02631
(774) 353-2144
JOBI 19-007
SHEET
��
DATE: 02-05-2019
SCALE: NONE
S
2015 IECC Certificate
15 Baldwin Lane,West Yarmouth,MA 02673
Building Envelope Insulation
Ceiling R-38.5
Above Grade Walls R-21.0
Foundation Walls R-0.0
Exposed Floor R-30.0 0
Slab None �+ E
Infiltration Htg:449 Cl8: 449 CFM50
Duct R-6.0 �AN 2.3 0
\*_Total Duct Leakage 48.00 CFM®25 Pascals — ftTMENT
Window Data U-Factor SHGC lD�NG pEPA
Window 0.300 0.450 _-•--�'�
Mechanical Equipment
HEAT: Fuel-fired air distribution, Natural gas, 96.0 AFUE.
COOL: Air conditioner, Electric, 13.0 SEER.
DHW: Instant water heater, Natural gas, 0.93 EF, 0.0 Gat.
Builder or Design Professional
Signature
REM/Rate-Residential Energy Analysis and Rating Software v15.7.3
Home Energy Rating Certificate
Property HERS
Biando Residence Rating Type: Confirmed Certified Energy Rater: Steven A. Grevetis
Biando Rating Date: 1/10/2020 Rating Number: 4958795.013D
15 Baldwin Lane Registry ID: 870239400
West Yarmouth, MA 02673 Estimated Annual Energy Cost
Use MMBtu Cost Percent
HERS Index: 50 Heating 36.1 $166 8%
General Information Cooling 2.9 $218 10%
Conditioned Area 2650 sq. ft. House Type Single-family detached Hot Water 10.1 $28 1%
Conditioned Volume 21200 cubic ft. Foundation Enclosed crawl space Lights/Appliances 23.4 $1497 70%
Bedrooms 4 Photovoltaics -0.0 $-0 -0%
Service Charges $244 11%
Mechanical Systems Features Total 72.5 $2153 100%
Cooling: Air conditioner, Electric, 13.0 SEER.
Heating: Fuel-fired air distribution, Natural gas, 96.0 AFUE. Criteria
Water Heating: Instant water heater, Natural gas, 0.93 EF, 0.0 GM. This home meets or exceeds the minimum criteria for the following:
Duct Leakage to Outside 10.00 CFM25. 2015 IECC UA Compliance
Ventilation System Balanced: ERV, 120 cfm, 84.0 watts. 2015 IECC Performance Path
Programmable Thermostat Heat=No; Cool=No
Building Shell Features
Ceiling Flat NA Slab None
Sealed Attic R-38.5 Exposed Floor R-30.0
Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.450
Above Grade Walls R-21.0 Infiltration Rate Htg:449 Clg:449 CFM50 •
Foundation Walls R-0.0 Method Blower door Steven Grevelis
Target Inspections
Lights and Appliance Features 24 School Street, Unit 6
Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas P. 0. Box 444
Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric West Dennis, MA 02670
Refrigerator(kWh/yr) 623 Clothes Dryer CEF 2.62 888-280-2108
Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater:
REM/Rate- Residential Energy Analysis and Rating Software v15.7.3
This information does not constitute any warranty of energy costs or savings. 0 1985-2018 NORESCO, Boulder, Colorado.
� w
Air Leakage
Property Organization HERS
Biando Target Inspections Confirmed
15 Baldwin Lane (888)-280- 2108 1/10/2020
West Yarmouth, MA 02673 Steven A. Grevelis Rating No:4958795.013D
Rater ID:4958795
Weather:Barnstable AP,MA Builder
Biando Residence Cleary Construction
4958795.013D.15 Baldwin Ln_W
Yarmouth.TC.MEB.blg
Whole House Infiltration Blower Door Test
Heating Cooling
Natural ACH 0.08 0.07
ACH 50 Pascals 1.27 1.27
CFM®25 Pascals 286 286
CFM®50 Pascals 449 449
Eff. Leakage Area (sq.in) 24.6 24.6
Specific Leakage Area 0.00006 0.00006
EL.A/100 sf shell(sq.in) 0.39 0.39
CFM50/sf shell 0.07 0.07
Duct Leakage
Leakage to Outside Units Main Ducts
CFM®25 Pascals 10
CFM25 / CFMfan 0.0058
CFM25 / CFA 0.0038
CFM per Std 152 N/A
CFM per Std 152 / CFA N/A
CFM®50 Pascals 16
Eff. Leakage Area(sq.in) 0.86
Thermal Efficiency N/A
Total Duct Leakage Units CFM25/CFA
Total Duct Leakage 0.0181
Ventilation
Mechanical Balanced ASHRAE ASHRAE
Adj.Sensible Recovery Eff. (%) 77.0 62.2-2010 62.2-2013
Adj.Total Recovery Eff. (%) 80.0
Rate (cfm) 120 64 99
Hours/Day 24.0 24.0 24.0
Fan Watts 84.0
Cooling Ventilation Natural Ventilation
ASHRAE 62.2 - Ventilation Requirements
The ASHRAE 62.2 flow rates shown above are the CONTINUOUS mechanical fresh air ventilation which will meet the'whole-building
requirement under that version of the standard. The 62.2-2013 rate incorporates any appropriate'infiltration credit'. Intermittent
mechanical ventilation may be used if the flow rate is adjusted accordingly. For example,the runtime can be reduced to 12 hours
per day using a doubled flow rate, as long as the system provides ventilation at least once every 3 hours. For more detail, refer to
the appropriate standard.
REM/Rate- Residential Energy Analysis and Rating Software v15.7.3
This information does not constitute any warranty of energy costs or savings.
01985-2018 NORESCO, Boulder, Colorado.
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Home :: Heavy Duty Stairs :: Ultimate Attic Staircase Printable version
15 13 Mb\,.r ►` \
tIN) - 14- O0S S
4401111
View detailed imag (2)
ULTIMATE
• Each tread reinforced with 3/16"steel rod
Completely assembled
• Easy installation instructions provided
• Heavy-duty hardware and top quality lumber combine to produce a
dependable, heavy-duty stair
• Stiles of 2"x4"Southern Yellow Pine, treads are 11/2"thick, grade"A"
door panel
http://www.memohisfoldingstairs.com/store/Ultimate-Attic-Staircase.html 1/24/20, 3:52 PM
Page 1 of 6
c
• R
•
•
O Molded wooden handrail
• Finished millwork appearance
• Extra wide treads are grooved for better traction
View Full Color Brochure in Print-Friendly format
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Heavy duty hardware, all Nuts, bolts, and hardware
sections are double 2 x4 Southern plated or painted to prevent
Yellow Pine stiles rust.
hinged
Factory Options
Thermogard Option -Already
included in Ultimate Model
A real energy saver in the home!
"Thermogard"will save energy through
better heating and cooling as a result of
air retention year round.
Inside the plywood door panel a 4"
thick glass isocyanurate foam plastic
sandwiched between 1.5 mil aluminum
foil facers, having an R value(aged)of
6.
Firegard Option
The fire retardant plywood door panel is
chemically treated to provide slower
ignition, low flame spread, lower smoke
production, and has self extinguishing
features(burning ceases when ignition
0 g source is removed or exhausted.) Class
A, or 1, pressure treated plywood is
approved by building codes throughout
the US for specific applications within
fire resistant buildings as an equal
motto:/ www.memphisfoldingstairs.corn/store/Ultimate-Attic-Staircase.html 1/24/20, 3:52 PM
Page 2 of 6
alternative to non-combustible
construction.
Weather Stripping Option
,„ A factory installed, bulb type weather-
kk
stripping seals the framed opening and
1 door panel to reduce air leaks and lower
-4,;; `� your energy costs. This weather-
, - , stripping alongwith our Thermogard
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IOWoption meets or exceeds energy code
requirements. These options can be
applied to any our stairs when ordered
direct from the factory.
Stair Sizes
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I. 22x54" 8'9" 56" 66"
\ 22x54" I 10'3" 64" 75"
t 'il 25%x54" 8'9" 56" 66"
f. 125'/zx54" I 10'3" I 64" 75"
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1. Molded wood handrail. "A"grade door panel,
completely framed for added rigidity. Steel rods
under each tread binding each section.
h t '--s4 Concealed piano hinge.Adjustable spring
tension. Completely assembled and ready to
install. Easy installation instructions attached to
the stair and printed on the carton. Includes
Thermogard insulation option. DUE TO SIZE,
MUST BE SHIPPED VIA TRUCK LINE TO A
NON-RESIDENTIAL ADDRESS
Purchase Stairs
Details
SKU SKU5678
http: /www.memphisfoldingstairs.corn/store/Ultimate-Attic-Staircase.hnml 1/24/20, 3:52 PM
Page 3 of 6
22"
Rough Qpening Width 25.5"
Rough Opening Length 54"
8' 9"
Ceiling Heigh 10' 3"
Stile Size 2" x 4"
Tread Size 2" x 5"
Suggest Weight Capacity 350 lbs.
Construction Material Wood
Number of Handrails 1
Thermoga_rd Included
Firegard Optional
Weather-Strigpjg Optional
Our price (shipping included):$448.50
Rough Opening Size 22"x 54"
Ceiling Height (8'9'
Thermogard Already Included
Firegard No
Weather-Stripping No
Quantity 1
• ( Add to cart
• Ask a question about this product
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Page 4 of 6