HomeMy WebLinkAboutBuilding Permit #653-15 - Permits #653-15 - 52 COMPASS POINT ROAD 2/17/2015 Location
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'TOWN OF NORTH ANDOVER
Certificate of'Occupancy
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0 F?TH
BUILDING PERMIT 1E D
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TOWN OF NORTH ANDOVER
APPLICATIONFOR PLANEXAMI NATION
Permit No#:-, Date Received R, A C.1
CHIUS
Date l,ssueld:
IMPORTANT: Applicant must compl,e�te a1l Aems on this page
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TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
New, Building El One,family
El Addition Two, or more family 11 Industrial
11,Alteration No. of unitsi- 11 Commercial
El Repair,, repla,cement Assessory Bldg El Ot h e rs:
El Demolition El Other
oo, jain
e Watershed Dis" tribt
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OWNER- N�ame: P h o n e:
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Address'- "t 0.11)
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ARCHITECT/ENGINEER �izok. Phone:
Address: N o.
(All Reg.
FEE SCHEDULE:BULDING PERMIP$12.00 PER$1000.00 OF THE TOTAL,ESTIMATED CO,ST BASED ON$125.0,01 PER S.F.
Total' Project Cost: F E E:
Check No.- Receipt 4:
NOTE: Perso�ns contracting w�ith unregl'stered contractors do not have access to the guarantyfund
Signature of'Agent/Owner Signature, of contractor'
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ACHO
CERTIFICATE OF ILJSE & OCCUPANCY {
TOWN OF NORTH ANDOVER
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Building Permit Number -1 on 2 2 1 Date: October 21, 2015
THIS CERTIFIES THAT
THE BUILDING LOCATED at 52 Compass Point —Building
MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE
PROVISIONS of THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER
REGULATIONS AS MAY APPLY.
Certificate Issued : Berry Company LC
52 Foss Point
North Andover,MA 01845
Buildding Inspector
Fee: PrePaid$100.00
Receipt: 28486
Cheek : 777
n Andover
Tow of
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..........................
No.
h vet Mass,
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TE v `` • �
BOARD OF HEALTH
7 I F r I ir Food/Kitchen
Septic System
BUILDINGINSPECTOR
THIS CERTIFIES TA—!�T "M"y■/A/
sir■ atr� im �■ as+■" *ryra lrr: ■ase ■■"Rs"hh.*a■■.ts■■■■tr■■■rs"■as".Mrr■tir■■ss■■■■az■rrlrKir■.ss■■■■.
' Foundation
rear ■a+r� rl+�+■A.. �1 fF ffFF++��■■ � yfi s
has permission t erect sa■■..ai#.Mil#Fi.a.ta...r.i buildings n rt r.■*■ a.■ r.�azlo42 .tr■rasr■ ■sair�s�NCR MaYra.ts■■■asx■■rxaM* Roug
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..
13rto /��
s i■■■a aia■■■It 10 Pk■■a a a r■■Is a s■■■■a■■■■it a■■■s a■. .as7..■it a■■■rt ... a` s a.M M a ik n r M■t s■■■!a a■■ 7t it M 11 ■ Chimney
/ occupied
A .
r vid d that the person accepting this permit shall in every respect conform t the terms f theapplicationF�,all"I I� r �
p p
n filei Y rt this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and
Construction f Buildings in the Town f NorthAndover. OR
�� � � T
r ■ , a ■ ■ Rough
VIOLATION f the Zoning r Building Regulations Holds this Permit.
Final
PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INS CT
UNLESS CONSTRUCTION STA S 2R...h)
Service
#tr..t ■..ta ■r a Mtie a rii.■rt..■■s.".RxshMr G aai I.r■si...at....sasar■ TM
tJ�L�� Ii� � T
GAS IN PCT
Occypancv ired
R m Occupy...BuiRough 40
Final � ,�
Display in a Conspicuous Place on the Premises -;S��,
` No Wall To Dons �� EATMT
Until Inspected andApproved theBuildingInspe ctor. e r
i. Street No.
iSmoke Det. S
..................... .................................... .........
t�Q R TH ONO*
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Town of ndover
0 to
No. //7//
#kh ver, Mass,
LAK&
C 0C 041C He vVic K
ATE 0
BOARD OF HEALTH
Food/Kitchen
Septic System
BUILDING INSPECTOR
THIS CERTIFIES THAT .... /* <M M 2 Rams a a .5 0 11 P1 M it it 0 0 0 0 a 0 0 0 0 a 0 0 0 0 a I F 10 Ok A I A 0 0 A 1 0 0 0 M 0 0 11 0 0 0 0 V 1 0 0 6 a 0 0 M It R 0 0 0 a a ic N 0 a a
Foundation
has permission to erect buildings o ■s ■■ys■ Mrt r�■Y�n s;,, a Pk M 14 a F 0 0 'a 2 0 0 0
Roug
13 ^7�� L)_�-K
tobe occupied as A 0 0 0 9 0 9 x 11 Pk 01 A I Z 0 0 0 0 a 9 0 0 0 a 0 0 0 0 a 9 0 0 a 4 if A N N q 4 N N it R P P Pi 61 JL a 0�n q w 1 t 2 x 0 0 0,R 0 0 0 0 a 0 N N 4 0 0 0 m jt a 0 0 0 t 0 Chimney
ct conform to the term
provided that the person accepting this permit shall i s of the application
in every respe
on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and
BYG S C
Construction of Buildings In the Town of North Andover.
P L J G I TOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
'4
PERMIT' EXPIRES IN 6 MONTHS ELECTRICAL INSPfCTOR
2louh) d/L,,d42��� /J
UN LESS CONSTRUCTION S A
Service
R M 9 0 0 0 1rIt 0 a■0 0 It V 9 R a 4 at P A 0 M a A 0 0 0 0 L 0 0 0
it R Ift W 9 E 0 N 1$M N 41 It x 0 0 i�4J
BUIL DI NG INSPECTO I R
GAS IN PE Tn
40
,0CCYPi7j1a Permit Rgg.uired to Occupy Building Rough 4b,
Display in a Conspicuous Place on the Premises � Do Not Remove Final
FIRE DEPARTMENT
No Lathing or Dry Wall To Be,Done
Until Inspected and Approved by the Build i ng Inspector. 5VF r
Street No.
Smoke Det.
...........
OR Th
a
106
01 NCYANSPEVC'TION
*' APPLICATION FOR CERTIFICATE OCCUPA
Aw ,.a
BUILDINGCOO '
yyy��yyvv
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pomp
ADDRESS/LOCATION OF PROPERTY
Map Parcel Lot Number
SUBDIVISION:DATE REQUESTED FILED/READY FOR INSPECTION:
CLOSINGDATE; ONPROPERTY: 1b a3o o
RVE L5)_pD.AYS NOTICEQUI IRE D
ALL WORK AND SIGN-OFFS MUST BE COMPLETED N THIS TIME FRAM
REINSPECTION FEE OF TW ENTY DOLLARS ($, 0.00) w BE CHARGED,IF THE 11 STRUCTURE
,RS
0.00)
ES
NOT MEEK ALL APPLICABLE CODES.
qj
APPILICTV4NArift
C.
Pennit Issue � :
� .
Address: �
,
ROUTING
ER ITE PLAN— -SAY REVIEW
TOWN ENGINE
' (�
CONSERVATION El
0
PLANN
DPW-WATERMET'TER.
S CONNECTION
DPW MUST,INDICATETHAT T HE WATER METER
SUBMITTA:LOF THE O,CCupANCY/INSPECTION REQUEST
DPW
SIGNAT URE
File:A ion for oc fog revised Jan 2 /2011
i
ti
CLEAResult
so Washington Street
f
Westborough, [VGA 01581 }
12 & [IAA Stretch r doe Duct Tightness Verification
}
DFail
Date: October 20, 201
Permit o.:
Street Address: 52 Compass Point
North Andover, NSA 01845
Total conditioned floor area: 2,400 Square Feet
f
Source of Area Calculation: dater
t
h ater: Nicholas Abreu
Certification Number- 2
Signature: LA
Builder; TB Building
Builder Contact: Tim Barlow
VAC Contractor J J Heating and Cooling
2012 IE C-New Construction
Post-construction test
Total Leakage
— cfr o maximum allowed
Testing result. 4
nn
cfM/100 ft
h-i test T tall aka
Air Handler installed?
Yes— cfM/10 ft maximum allowed
El o— f n 00ft maximum allowed
cf /too ft2
Testing result.
it option for Residential Additions and
IIiA stretch Energy Cody 4 . Prescript or airs
.� r s ri tiv option for Alterations, enovations
Applies to all systems except those in which the air inandi r and all ducts are located within
onditionedspoce
El Leakage to outdoors 4 cfm/100ft2 maximunn allowed
cfM/10
Testing result.
ft
o rr the date above. o rrr compliance is void i any changes are made
Results apply to the system as tested
to the duct system.
LEA Re su It
50 Washington Street, Suite 3000
}
r
Westborough, MA 01581
r
f
r
f
+ikr`/�C 2012 402.4.2.1 Testing
option
1 �+
Blower Door Testing
pass Fail
G
Date of test: October 20, 2015
Street Address: 52 Compass Point
North Andover, MA 01845
Total conditioned floor area: 2,40 Sq re F t
Total
conditionedvol rne: 21, 4 Cubic Feet
Source f area are volume calculations:
Builder
Rat Other
HERS Bauer: Nicholas A re
Ce
r i i anon Number: 8368122
Signature:
Builder:er: TB B it in
Builder Contact: Tim Barlow
Tested Air Leakage
• r t o pascals(ACH50) r less
Requirement: Air Charges per
Measurement:
A H o. 2.
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....
Final Construction Control Document
o be submitted at
completion of construction by a }
" Registered Resign ro io nal
n
for work per the edition the
Ma . hu S# Building Code,
780 CMR, Sect"On 107
r i [MACK TOWN 1� M S Date.
0/1 115 Permit No. � 0 -1
5
project Title:
Property Address: 52&50
COMPASS PONT, NORTH ANDOVER, MA(HI & H2)
� 4 C or both asapplicalle. ��e �r construction
0 Existing Construction
Project.
Wood ra .ed, stork
� e i .row o �v � Wilding named
} project description:
}:
gas, a trlc�water a ewer services
. iNumber: 3 1 -C Expiration date: JU 0, 1 � any
A 1.ALA MA Registration
I re aration of al design plans,
r et ec
professional, an
design d I have prepared r directly supervised
computations and specifications co ce ingR
Structural Mechanical
Architectural �truc �� '
i Electricals the :
Fire t otection
. r fessional services and was present at the
named pro 1, or m dsigne lave performed eccssar 'p f the rorfor the above namthe hest ofknowledge, r onnatio , and belief
construction site on a regular and per �s.� ' roved a art of the building
• the re wire rents o CMR and the design documents
app
proceeded in accordance with
permit it and that I or my designee:
. rain saw le and other submittals
• roe to this code and the design concept,shop drawings,,
t. Have reviewed,for cor�forra construction documents.
tractor in with the regwrerr t of the co ica .
by the coy rofessio als in 7 CMR Chapter � , as applicable.
performed the duties for registered design p familiar with the
�. have pc a stage of . strt� r�t ere generally
3. Have been resent at intervals appropriate to the r aver consistent nth to
p and
t determine if the work was performed in a�
progress and duality of the or
construction documents and this code.
. . i the provisions of 7RD '`MR 3 07'
• i t relieves the contra of its responsibility regard g p
Nothing in this document
Enter in the space to the right a. vret ►
electronic signature and seal: t�
A
ors
lnatoll@0 -
ar�o
Phone number: '8-83 - 25Email: k
Building omciat use only
Permit No.: Date:
Bu ld n official Name:
REScheck software Version .6.0
tof m e
com iance Cer i ica
P1
c BldgH.LeftD4 ModeIBB
Project 150203 Trust Merrima
Energy Code. 2012 IECC
Location: North Andover,, Massachusetts
Construction Type., multi-family
Project Type-, New construction
Conditioned Floor Area-, 21,326 ft2
Glazing Area 12%
Climate one: 5 (6322 HDD)
Permit Date.
Permit Number:
Designer/Contractor:
Owner/Agent:
Construction Site:
Bldg H,Left Unit D4
North Andover,MA
2!1:111!
Maximum UA, 327 Your UA: 327
athe house Is based on code trade-off rules.
etter or WelhlThe%B to min1mum-code home,
ate of energy use or cost relative
it DOES NOT provide an estim
do e A Mbfl
■
14
4 30.0 0.0 0.033
16
1st Floor:All-Wood Jolst/Truss:over Unconditioned Space
Floor 0.0 0,077 7
96 15.0
ood Frame, 16" ox.
Wall 1st Separation,W 0.057 40
812 21.0 0.0
16"o.c.
Wood Frame
Wall 1st Ext 2x6 0.290 9
32
Window Dh:Vinyl Frame:Double Pane with Low-E 0.260 5
20
Door Front Ground Flr entry:Glass 0.290 10
34
Door Back: Glass 0.160 3
Door Metal: Solid 30.0 0.0 0,033 16
481
All-Wood J o ist/Truss:over Unconditioned Space
Floor 2nd over garage/entry: I
39 30.0 0.0 0.033
Floor 2nd over entry:All-Wood J olstffruss-,Over outside Air 0.0 0.057 39
855 21.0
Wall 2nd Floor 2x6:Wood Frame,16"o.c.
0.290 29
100
-E
ow DH:Vinyl Frame:Double Pane with Low
Wind 0,280 5
19
Window Fix:Vinyl Frame:Double Pane with Low-E
0,260 3
12
Window CSMT:Vinyl Frame0oijbie Pane with Low-E 0.290 10
34
Door Slider: Glass 21
279 15.0 0.0 0.077
d 0
Wall 2nd FIr Separation:WOO Frame, 16"0-c-
6 30.0 0.0 .035
0
Ceiling Bay Win: Flat Ceiling or Scissor Truss 010 0.057 36
749 21.0
Wall 3rd Floor:Wood Frame, 16"O.C. 0.290 25
86
LeftD4 ModeIBB
Window DH:Vinyl Frame0ouble Pane with Low-E
2/2
Report date: 00/15
Project Title: 150203 Trust Merrimac-BidgH itsBB Page I of 9
Da
us MkC _ta filename; SAEbbeling-Ed\150203 Tr t err1mac and B1dg Un -
B1dgH_LeftD4_ModelBB.rck
BB N An d ov e r\R ESc h eck\1 5 0 2 03-Trust.M e rr!m a c_
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r.
f
Wall 3rd Separation:Wood Frame} 1 "o. . .0❑ 6
JlJ 0.0 0.030
Ceiling Main: Flat Ceiling or Scissor Truss
fans,specifications,and other
� far�ce statement:: The proposed building design described here I consistent�vitl�the ed tobuilding
rn e�t#�e 12 1E requirements in
een d
calculations
submitted with the permit
application.The proposed building isa d in the c ck inspection Checklist.
RE c ec� Version 4, .0 and to comply with the mandatory reguirerr�ent�vista
Date
Signature
Name-Title
Project Dotes:
Building H
i
Report date. 005
'
Trust erri Merrimac Bid H_L ftD —Mod 1BB Page of
Pro T�t�e. gH_ ri BR
ri a � �r
me-, SAEbbelingEd\1 203 Tr t�M W
Data f'len
BB Ando
ES ch e c k\1 5 r f23 Trust ilorrir �B�d ��. [ �, de�B .r
REScheck software Version 4.6.
inspection
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Energy Code: 2012 IECC
Psi
were addressed directly in the RE c # software
i quir ment . } For each
r "Comments/Assumptions" clue is rordd b the use
in� cl�el Requirements screen. ;
Text in th
F r irr �nt 11��be met and how that is documented, or that �'1 exception n
requirement,the user certifies that a code r q i
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is being claimed.Where compliance
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Manual or othe r meth od B c� r' Btu/hr !LO of Applicable
the code official F
a proud by
{
Additional Comments/Assumptions:
Impact :: ; Low Impact(Fier 3)
�Hil �hl pac {Tier i} _: _:: Medium Ipa (
Report date; 02/20/15
Project Title: 150203 Trust errl a -B1dgH-L - o lobBB Page 3 of g
Data filename: .\Ebbeling-Edl1 o o Trust- rrl act and s Bldg I Jn t BB�
l l
B I
Ands re�-li 1 0 0 Tr t Merrimac Bldc l _LeftD4_Mod IBB.r
77.7
: On
in MP" F,
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l ...
: complies
'..rot tive covering is installed t ;
. #_ p rotect exposed exterior insulation ElGoes Not
and extends a minim urn o in,below , Not Observable; t
UNot Applicable
-_ Dos ntrols°,El o plies =
Snow-and ice-meI ing systern co
A,
' . =>=' = o
_. l_..:. Installed, s .
iC]Not Observable'
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,r...::.....::.::.
Add anal om nts/Assumptions: .j
Medium impact(Tier ) .. JLOwirypae Tier-3
High Impact(Tier .} ._-.
Report date: 0 / 0/15
Pr0'ect Title: 150203 Trust Merrimac ac Bld �i l LeftD4 od lBB �3 Page 4of 9
Data
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t
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Deport date: J /1
Page 5 of 9
.. ate fl ar e; 5.\Ebbelfn _Ed 15 Tru t— rrimac o do Bld l--t it BB-
BB i Andover check\1 0 Trust—Merrimac—Bld l-l_Lef D4- d lB
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Report date. o f
k
Project Tktk ; 150 3 Trust—Merri ac.B1dgH_Le tD4_ 8 B- P
nay ; Ebb kin Ed l o 3 Trust^ l rrima�c ondo B1d k�_Un1
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_ a Applicable i
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40 . . E] Wood E] Wood Does o f
t
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' Steel ' # 'L of Observable � }
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40 .I.1, tall insulation R-value.if this i a -~�` Does Not ;the for values.
4 .SR ',mass wail with at east �of the E3 Wood ;E3 Wood
40 . . walI insulation on the aIt mass � Mass � of b er able II
3
(IN311 exterior,the exterior insulation ❑ Steel {[] Steel f of Applicable ;
r �requirement applies( RIO). r -
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d
insulation pe303.2
r
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1- manufacturer's i r
st'u tipn s.
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- - -
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- - :
Additional o r tslAs umptNon :
--------------
edium im act(Fier - . Low impact(bier )
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.1. Wood :E] food !PDos Not
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} 'insuiatlo �-slue the r11
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. adjacent assembly. ; . bservable ;
i % Not Applicable -1 .Y. -_ -_
r . Ali —
. ,1. ;Blovuer door testE} a. -- t ' Doe Not ;
37]x ;ach in 1i�`nate hones - ,and -
=3 ach in Climate Zones 3-8. I :[]�Uot Observable
so
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I '
cfm/100 ft without air _ U of bseT abl
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Ductwork(unconditioned spaces):
Window 0,29
Door 0,29
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Water Heaters
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DATEs: 1/5/15
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BUILDING INSPECTOR
THIS CERTIFIES THAT
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a F ar a a ■■■■Y i■■ ■■■R#i■ti N■■L aL y■■A r r a a of# ■r i 7 a r ■■ #■ ■K a i a■M■a i■A■■Fat#■■s K i■■■M a=a■M■i a a M■■a ae#■■■F�a■■y r i■■f it i■■Y■a a■
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� � �La � r �a �r� � � oir��Alteration are
o l •� this office, and the provisions of the C PLUMBING INSPECTOR
Construction of Buildings in the Town of North Andov rM
Rough
Ma io voids this Permits Final
VIOLATIONof file Zoning or BuildingR �
-.PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR
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BUILDING INSPECTOR
GAS INSPECTOR
occupanCV Permit ired to Occupv Bu Rough
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Conspicuous Place on thePremises
DisplayFARE DEPARTMENT No Lathing or
Until and � rovedInspected .
Street
Smoke Det.
M T CTD N N C RAC R I E
�A.S ___
SETTS TN CODE ECTI � '
Eighteen
TN :
id .C-T- 5-15
0 Osgood Street,N Andover,M
Bldg. J W 72-2016
Merrimack C i i �
PROJECT NAME OR NUMBER. 66 Compass p oint,units G I,G2 G3,&G4
50 Compass Point,Units 141 &PI2
STREET ADDRESS:
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WORK:
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LICENSE# CS 593
59
CONSTRUCTION SUPERINTENDENT:
UP DAIE PREVIOUS J SUES.
' 5 ro lr 23, 2015
DATES CVE1 :
E
April 1 2
a is
1 ring Day -- 64
CONDITIONS:
idin TV' is 70% cOrr�,l]le �� „ �
' are in progress i Building •
11is ailati rr ele tr &plumbing
C 1rMENTS: Building "I" ftami 90% corr� l .
WRI Gam :
BuHildi .
xt " framing is 9 % cOmPlete.
Building "G" - framing is 6 % O l e,
houIn .eral to v soffit in ara s
ld e limited to 2 width off walls .
�: , . �, �, r pressing orl irr D, G. H &L
SIDE Inspected o July 23 foy the avatio fog
ELATED IS SI S
ACTION REQUIRED:
ADDUIONs TO FILED FANS:
MPLETI N:% 4 % the all 15 �1d1
T T S C Ka . o alaCONSTRUCTION 07 CONTROL AND
TARCHITECT:
ON 1 .6.4
REpORTINc11H t# IASSAC�S TTS STATE ULDING CODE, E T
R4 CWT-WI xN W
' DPLANS • J JIY2312 15
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REScheck Software
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Project 1003�Trt Mrri •
Energy Code: 2022 IE
CC
Location: North Andorraro Massachusetts
OnStruction Type: Multi-family'
Project Type: Uew Construction
Conditioned Floor Area: 2,326
Glazing Area 12%
Climate Zone; 5 (6322 H )
Permit Date:
Permit Number:
Construction Site: Owner/Agent:
od H,Right Unit D4 Designer/Contractor:
rth Andover,MA
The%Relter a arse an Coda index re
It DOES NOT provide�o estimate of energy�1 use
co tlnse to compliance thehouse is based on code trade-off rues.
r cost relative to a minimurn-code home.
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Floor Ist Floor:Ali-Wood Joi 'ru s: " U r F.a.c.tp
"rer Unconditioned
Space 1 0.0 0. Oy033 14.
Wall It Separation:food Frame, 161"o.c.
Waif x t Fact 2x6.,wood Frame, 16"o.c, 96 15.0 0.0 0.077
Window Dh;Vinyl Frame.-Double Pane with Low-Low-E
812 21.0 0.0 0.057 40
Door Front Ground Fir entry:Glass 4 0,290 10
Door Back:Glass 6 0.260
Door Metal:Solid 84 0. 0 10
Floor 2nd Over garage/entry:All-wood loistlTruss: �r r 13 0.160 3
tJncOnditioned Space 481 30.0
Floor rid Over entry:All-wood Joist/Truss:o r Outside Air0.0 0.033 16
Wall nd Floor c6:wood Frame, 161,o.c, D.39 .(l M 1
Window DPI:Vinyl Frarne:Double Pane with Low-E 55 21.0 0.0 0.057 3
Window Fix:Vinyl Frame:Double Pare with Low-E 100 0.290 29
Window SMT: Vinyl Fr'ar e:Double Pane with Low-E 19 0.280 5
Door Slider:Glass 12 0.260 3
Wall 2nd Fir Separation:Wood Frame. 16"o.c. 34 0.290 1
Ceiling Bay win:Flat Ceiling or Scissor Truss
279 15.0 0.0 0.077 21
Wall.3rd Floor:Wood Frame,16"o.c. 6 30.0 0.0 0.035 0
Window DPI:Vinyl Frame0ouble Pane with Low-E 749 1.0 0.0 0.057 36
Project Title:100 TrUt I �x"rii'T�� 0. 0 5
,� ��d �_IIg�I � � ]C� �B� 86
t filename: :1Iwbbe1ing_Ed��.S _�`rust_ rr' � Report date:
81- 1r�cfc��reFcr�eck\�. 0 �`r-ust i�'� rr-�rrt�� �rrtao�do � �dgr-� lJi�� � � � ��
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4
Kanayo Lala, P.E. .............03/03/ 014
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PROJECT: Merrimack nd minium
H.-TYPE BB-Compass Point,N Andover,MA f
DESIGN FOR-GIRDERSMOISTS/RAFTERS Third Floor Bearer TI
Supporting Floor,Wall,Aftio&Point load From T
LOADS: DEAD LOAD 2Z54 PSF 323.00 PLF Ce= 1 CF=1. 0 M
SNOW LOAD PSF 0.00 PLF Cq 1 Cs=
LIVE LOAD 30.00 PSF 429.90 PLF qs= 29.10 Cd= 1
TOTAL LOAD 753 PLF I= 1 CM= 1
WIND SPEED 100 MPH 29.10 PSF
POINT LOAD 3510 LBS 3.25 FT
a= 2925 LBS 7341 LB=TOTAL REACTION
TI IBUTAI Y WIDTH 14.33 LF E= 2000000 PSI
JOIST/GIRDER SPAN 19.5 LF Fb= 2900 PSI
WIDTH- IN 10.60 PSLILVL 11,876 IN d Fv= 285 PSI
ROOF PITCH- NA2 F = 2700 PSI
Fp= 750 PSI
OMENT= 35786 LB-FT
MOMS T2= 9506 LB-FT 246.78 =S pr vided K
187.42 IN A 1465.24 =1
Deflection 0.836 IN =U 240 For Total Load Required LJ 4o
Deflection2 0,139 IN =U 421 For Live Load Required 1.1360
Fcp 652 PSI OK 1.60 In Bearing Length
Fv'= 123 PSI OK
USE BETTED HEADED# (FLITCH BEAM) 2-L 1Ls 11 7/8"WITH 1/2" TE L PLATE
BOLTED WITH / '}DIA 12" .C.IN TWO ROWS.
KANAYO
H.
LALA
o.337M
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Fanyo Lala, P.B. ............ 3l03101
PROJECT: Merrimack Condominiums
s
H- YPB BB-Compass point,N Andover,MA t
DESIGN FOR-GIRDERS/JOISTS/ AFTE S Third Floor Beam T
{
Supporting Floor,Mall&Attic
LOADS: DEAD LOAD 2Z54 PSF 322.95 PLF Ce= 1 CF= 1.00
SNOW LOAD PSF 0.00 PLF Cq= 1 -�
LIVE LOAD K00 PSF 429.90 PLF qs= 29.10 Cd= 1
TOTAL.LOAD 753 PLF 1 1 CM= 1
WIND SPEED 10 MPH 29.10 PSF
MIT LOAD LBS FT
Ida= 0 LBS 6211 LB=TOTAL REACTION!
TF IBUTAI Y WIDTH 14.33 LF B= 2000000 PSI
JOIST/GIRDER JOIST/GIRDER SPAN 16.5 LF Fb= 2900 PSI
WIDTH- IN 7.00 PBL.ILVL 11.876 IN d Fv= 285 PSI
ROOF PITCH- 1 :1 F = 2700 PSI
Fcp= 750 PSI
MOMENT= 25620 LB-FT
OI BIT = 0 LB-FT 164.52 =S provided OK
S= 106.02 IN 976.83 =I
Deflection . 43 I LI For Total L oad Required L1 4o
D Ile tier 0.000 IN =L1 540 For Live Load required L/360
F p`- 592 PSI OK 1.60 In Bearing Length
I~v" 112 PSI O
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Kanayo Lal , P.E. .............03/03/ 014
PROJECT, rrim ck Condominiums
H-TYPE 13-Comp ss Point,H Andover,MA
's
DESIGN FOR-GIRDERSMOISTS/RAFTERS Third Floor Beam T3
Sup portln Floor &Pint Load From TI&T2 � �T
LOADS: DEAD LOAD 20.00 PSF 360.00 PLF Co= 1 CF= 1.00
SNOW LOAD PSF 0.00 PLF C = I Cs= r
LIVE LOAD 30.00 PSF 540.00 PLF qs= 29.10 C = 1
TOTAL LOAD 900 PLF I I CM= 1
WIND SPEED 100 MPH 29.10 PSF
POINT LOAD 16477 LBS 3.25 FT
a= 13327 LBS 7650 LB-TOTAL REACTION
TR IBUTAI Y WIDTH 13.00 LF E= 2000000 PSI
JOIST/GIRDER SPAN 17 LF Fb- 200 PSI
WIDTH- IN 14-00 PSLILVL 11.876 IN -- d F = 285 PSI
ROOT*PITCH- N .12 F = 2700 PSI
F p= 750 PSI
MOMENT= 32513 LB-FT
MOMENT2W 4 313 LB-FT 329.04 =S provided OK
S= 313.76 I 3 1953.6 1
Deflection ction 0.433 IN U 252 For Total Load Required L1240
Deflection2 0.373 IN U 419 For Live Load Required L13 0
Fcp`= 499 PSI OK 3.00 In Bearing Length
Fir"= 189 PSI OK
USE BETTED HEADEI # 4 (FLITCH BEAM) 3-L L 11 71 "WITH 2- / "STEEL PLATE
BOLTED WITH / "DIA @ 1 " .C.1N TWO ROWS.
O
USE 2- VLs 11 FOR BEAM T . KANAYO
H.
LALA
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Kanayo L Ia, P.E. ..F..,.......03/ 3/201
PROJECT: Merrimack Condominiums
H-TYPE 1313-Compass Point,N Andover,MA
DESIGN FOR-GIRD RSMOISTS/RAFTERS Third Floor Beam T3-STEEL h
Supporting Floor &Point Load From Ti&T2
LOADS; DEAD LOAD 20.00 PSF 3M00 PLF C = 1 CF= 1.00 r
SNOW LOAD PSF 0.00 PLF Cq= 1 D =
LIVE LOAD 30-00 PSF 540.00 PLF qs= 29.10 Cd= I
f
TOTAL LOAD 900 PLF CM= 1
WIND SPEED 100 MPH 29.10 PSF
POINT LOAD 17 LBS 3.25 FT
Ra= 13327 LBS 7650 LB=TOTAL REACTION
TRIBUTARY WIDTH 13.00 LF E- 29000000 PSI
JOIST/GIRDER SPAN 17 L,F Fb= 2 000 PSI
1DTH- I N 6.60 3 I SI W12X30 12.34 1 N d F = 16200 PSI
ROOF PITCH- 12- F = 24000 PSI
Fp= 405 PSI
MOMENT= 32513 LB-FT
MOMS T2= 43313 LB-FT 38.60 =S provided OIL
S= 37.91 1 N A3 210.00 =I
Deflection 0.278 IN =U 392 For Total Load Required 1.124
Deflection2 0.242 1 N U 654 For Lire Load Required L1360
F p'= 359 PSI OK 9.00 In Bearing Length
F '= 1 ,2 0 PSI OK
_
W I X DEPTH= . 411 AND FLANGE NTH= . .
NAYO
USE 2- Ls 11 ' "FOR BEAM T . H.
LALA
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Kan yo Lala, RE. .............03103/2014
PROJECT: Merrimack Condominiums
K-TYPE 1313-Compass Point,N Andover,MA
f
DESIGN FOR--G IF DERS/J ISTS/RAFTERS Third Floor Beam T }
Supporting Floor&tall
LOADS: DEAD LOAD 24.00 PSF 240.00 PLF Ce= 1 CF= 1.0
SNOW LOAD PSF 0.00 PLF Cq= 1 Ds=
LIVE LOAD 3 . 0 PSF 300.00 PLF qs= 29.10 Cd= 1
TOTAL LOAD 540 PLF ! 1 C = 1
WIND SPEED 10 MPH 29.10 PSF
POINT LOAD LBS FT
Ra= 0 LBS 3510 LB=TOTAL REACTION
TRIBUTARY WIDTH 1 10.00 LF E= 2000000 PSI
.FOIST/GIRDER SPAN 13 LF Fb= 2900 PSI
WIDTH-- IN 3.60 PSL/L fL 11.876 IN d F = 285 PSI
ROOF PITCH- 1 1 F = 2700 PSI
Fep= 750 PSI
MOMENT= 1140 LB-FT
h1OMENT2= 0 LB-FT 82.26 =S provided OK
S= 47,20 IN"3 488.41 =I
Deflection 0.355 IN =U 439 For Total Load Required L/240
D fle tlen 0.000 IN =U 790 For Lyre Load Required 1.13
F p`= 669 PSI OK 1.60 In Bearing Length
Fv'= 127 PSI OK
ALSO USE 3-LVLs It 7 FOR BEAM T .
KAKAYD
H.
LALA
No.337100-PC
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Kanayo L la, P.E. .............03/03/2014
PROJECT, Merrimack ondominium
H-TYPEBB-Compass Point,N Andover,MA
f
DESIGN FOR-GIRDERSIJITS 1RAFTERS 2nd Floor Bearer S1 {
Supporting Floor&Wall
x
LOADS: DEAD LOAD 24.00 PSF 240.00 PLF Ce= 1 CF= I M
SNOW LOAD PSF 0.00 PLF C = 1 Cs=
LIVE LOAD 40.00 PSF 400.00 PLF qs= 29.10 Cd=
TOTAL_LOAD 4 PLF I= 1 CM= 1
WIND SPEED 100 MPH 2 .10 PSF
POINT LAD LBS FT
Ra= 0 LBB 4160 LB=TOTAL REACTION
TRIBUTARY WIDTH 10.00 LF E= 2000000 PSI
JOIST/GIRDER SPAN 13 LF Fb= 2900 PSI
WIDTH- IN 3.60 PSL/LVL 11.875 IN = d F = 285 PSI
ROOF PITCH- N:12 Fe= 2700 PSI
Fcp= 750 PSI
MOMENT= 13520 LB-FT
MOMENT2= 0 LB-FT 82.26 =B provided Old
B= 55.94 IN A 433.41 =I
Deflection 0.421 IN = U 371 For Total Load Required Ll 40
Deflaotlon2 0.000 IN L1 593 For Lire Load Required L13 0
Fops= 39 PSI OK 3.00 In Bearing Length
Fir'= 150 PSI OK
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I''ana r0 L l , P.E. .............03/03/ 01
PROJECT: Merrimack Condominium
H-TYPE -Compass Point,N Andover,MA
}
r
DESIGN FOR-GIRDERS/JOISTS/RAFTE S 2nd Floor Beam S2
Supporting Floor&Point Load From 81
LOADS: DEAD LOAD 15.00 PSF 19.95 PLF Ce= 1 CF= 1.00
SNOW LOAD PSF 0.00 PLF Cq= 1
LIVE LOAD 0.00 PSF 53.20 PLF qs= 29.10 Cd= 1
T TAL LOAD 3 PLF I 1 Dry= 1
( D SPEED 100 MPH 29.10 PSF
POINT LOAD 4160 L S 3,25 FT
3467 LSS 713 LB=T T L REACTION
TRIBUTARY RY WIDTH 1.33 LF E= 2000000 PSI
JOIST/GIRDER JOIST/GIRDER SPAR 19.5 LF Fb= 2900 PSI
WIDTH- IN 3.60 PSL/LVL 11.875 IN d Fv= 285 PSI
ROOF PITCH- N :1 F = 2700 PSI
Fcp= 750 PSI
MOMENT= 3477 LB-FT
MOMENT2= 11267 LB-FT 82.26 = provided OK
S= 1.01 IN 3 488.41 =1
Deflection 0,2 {4 IN L1 31 For Total Lead Required LJ2
D fie tlon2 0.493 IN = U 437 For Live Lead Required L/360
Fop 39 PSI K 3.00 In Bearing Length
Fv'= 151 PSI OK
KANAYO
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PROJECT. Merrimack ono inn um
H-TYPE-1313-Comp ss Ponit,N Andover,MA
DESIGN FOR-GIF D RSM IST /I AFTERS Garage Door Header S3 f.
Supporting Two Floors,Roof,ball&Point Load From T1
LOADS: DEAD LOAD 73.72 PSF 718.75 PLF Ce= 1 CF=0.96
SNOW LOAD 38.50 PSF 375.38 PL.F Cq= 1 Cs= M
LIVE LOAD 7U0 PSF 682.50 PLF qs= 29.10 Cd= 1.1
TOTAL.LOAD 1777 PLF I= CM= 1
HIND SPEED 90 MPH 9.10 PSF
POINT LOAD 4900 LBS 6 FT
Ida= 3118 LBS 14657 LB=TOTAL REACTION
TRIBUTARY UTAF Y WIDTH 9.75 LF E= 2000000 PSI
JOIST/GIRDER.SPAT 16.5 LF Fb= 2900 PSI
WIDTH- IN 6.26 PSLILVL 18 IN d Fv= 285 PSI
ROOF PITCH- N:12 Fc= 2700 PSI
F p= 750 PSI
MOMENT= 60461 LB-FT
I I I IENT2= 18709 LB-FT 360.00 =S provided OK
284.87 INA3 2228.94 =I
Deflection 0.665 IN U 240 For Total Load Required L/240
Defiection2= O,160 IN = U 40 For Live Load Required uired L/360
F p' 677 PSI L..00 In Bearing Length
Fv'= 245 PSI OK
O
USE -LVL 11 "FOR BEAM S . F
KANAY
LALA
No.. 10-C
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KANAYO LALA, P.E.........03/03/2014
SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION 1
10OMPH WIND ZONE
0&52 COMPASS POINT, NORTH A #D VER, MA
BUILDING'FHA'UNIT H1 &H 'X ' ry
M
BASIC LOADS-
GROUND IND SNOW LOAD 50 PBF
LIVE LOAD 40 PSF
WIND LOAD 18 PBF
i
Building Length 36 ft
Building Width 26 ft Building Aspect I artlo= 1.3
Building Area 936 sf Shear End Wall= 11,664 224 PLF
Building Mean Height 36 ft Blear Long 1all= 392 117 PLF
Total height 45 ft
Dead Load of Building 65,520 1b 1/2"A.B LT SHEAF 801 LB
DL Moment End Wall 1,179,36 LB-FT 4 FT SPACING FOR 1 "A.B LTS
DL Moment Long Wall 3 1,7 0 L -FT WITH TWO 2X BYP PLATES
NET
Wind Moment End Wall 209,952 End Wall M -969408 NO UPLIFT
Wind Moment Long Wall 151 F 3 Long W M -7001 NO UPLIFT
I.E. NO UPLIFT EXISTS AT THE BABE OF THE BUILDING. SHEAR ANCHORS ARE ADE t.TE.
§jHEAR WALL CAPACITY BY TABLE 2306.2
' "0S13 1 CDX PLY WITH 8D NAILS AT "ON EDGES AND "ON FIELD-270PLF< 224 PLF
REQUIRED FOR THREE STORY HEIGHT-OK
SHEAR WALL REQUIREMENT BY TABLE R602.10
1/2"0S13 WITH 6D NAILS AT "ON EDGES AND 1 "0 N FIELD P ER TABLE 0 .3 13 FT
CONTINUOUS SHEATHING AVAILABLE ALONG LONG WALL 19 FT
THE MOMENT SHEAR AT THE OPENINGS 1S RESISTED BY THE METAL CONNECTION PLATES AS
DETAILED ON THE PLANS.
FOR A TYPICAL 6F 11 1DE OPENING ICI END WALL AT 224 PLF SHEAR.AT THE OPENING CORNER
73 LBS. A SIMPS N PC66 POST CAP- LATERAL CAPACITY 1 36LBS R Off.
THE CALDHLATINS ABOVE MEET TIME REDI REM ElTB OF THE I RC2009 R602.10 AND 73DMR1
AMENDMENTS TO IRC2009.
OF
NAO
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LALAcon
No.3-3 10-C
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