HomeMy WebLinkAboutBuilding Permit # 2/1/2016 ..............----------------------------------------------------------------------------
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BUILDING PERMIT ,A
TOWN OF NORTH ANDOVER 0
APPLICATION FOR PLAN EXAMINATION
Permit No#: Z�" Date Receivecl—
SSNCHUSIi
- ,-
Date Issued: -
—------------------------
IMPORTANT:Applicant must w fete all items on this
_- - _thi page --...
LOCATION
PROPERTY OWNER V Print A4
'n ,
nt 100 Year Structure yes
IS
T:
n
MAP_PARCEL: _ZONING IST�RIC � Historic District yes
Machine Shop Village yes io:)
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TYPE
-------------------- ..............
-YY—PE OF-1MPROV1fM`ENT - PROPOSED USE
Residential Non-Residential
----------- ----------
P New Building Cl One family
0 Addition 0 Two or more family 0 Industrial
0 Alteration No.of units: F-1 Commercial
pair,replacement 0 Assessory Bldg 0 Others:
El Demolition El Other
DESCRIPTION OF WORK TO BE PERFORMED:
——-------—
-----------............—----------------—---------------
tification- P.e sP 'nt Clearly
OZ lf-J�
OWNER: Name: e0hone:
Address:
Contractor Name: Phone:
Email:
Address:
Supervisor's Construction License: -Exp. Date:
Home Improvement License: Exp. Date:
ARCHITECT/ENGINEER Phone:
Address: Reg.No.
FEE SCHEDULE.BULDINGPERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost:$ FEE:$
Check No.: k-1 Receipt No.:
NOTE: Persons contracting with unregistered contractors do not have access to th a 9 and
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Town ® ®ver
L
No.
f soh ver, Mass,
DRq TED
S
U BOARD OF HEALTH
PERMIT TV ILI) Food/Kitchen
Septic System
Al / �
THIS CERTIFIES THAT....QW..!�4.. .� +L... iY!K.T..!!�W............ BUILDING INSPECTOR
�.) , Foundation
has permission to erect.........................buildings on....... .......... .... ...
� �'j Rough
"I�j AIC.-O ,,.J ... C imney
to be occupied as.... ...... Qv.!. ......................................................� ........ ../41A....
provided that the person a epting this permit shall in every respect conform to the terms of the application nal
on file in this office,and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and --- -------
Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR
UNLESS CONST TIOARTS Rough
Service
........... ............
..................................
Fina
BUILDING INSPECTOR
GAS INSPECTOR
Occupancy Permit Required to Occupy Buildink Rough
Display in a Conspicuous Place on the Premises—Do Not Remove Final
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
Street No.
Smoke Det.
DATE
AMERESCO4
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straps&Ties
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Z clips secure 2x4 flat blacking between joists or trusses to support sheathing.
MATERIAL:See table FINISH.Galvanaed if
INSTALLATION:•Use all specified fasteners see General Notes. e
•Z clips do not,provide lateral stability.Do not walk on stiffeners or r
apply load until diaphragm is installed and nailed to stiffeners.
CODES:See page 12 for Code Reference Key Chart. 24
Model Dimensions Fasteners' Allowable Code o (OtF,ers
No. Oa W N D TF (Total) Dowit atl Ret. 3 H similar)
00
Z2 20 Zoe 1'h 13e Ira 4-10dx15`x 470 L18
24 12 f'h 3;4 21h is. 2-i6d 465 lid Lib,F13
Z28 28 2Ye 1h 1a%e 13e IOdxi''A' — 170
Z38 28 2?4s 24 134 1% 10dx1'h' — -
Z44 12 2'h 3h 2. 1?4 4-i6d 665 H4 L78.F13 ha
1.Z28 and Z38 do not have nail hales.Fastener 3.Z4 leads apply h a nail into the insisted a nail into the at. ��Jl Typical Z2 Installation
p+Y.16 p
quantity and type shall be per Designer. 4.NAILS:i6d=0.162'dia.x 31z Zang,tOdxt'h=0.148'dia.x 1'a long.
2 Allowable loads may not no Increased. See pages 22-23 for other nail sizes and information.
These products are available birth additional corrosion protection.Additional products un
this page may a/so be nest bio with this option,check with Simpson Shang-Tee far details.
Versatile angle gussets and heavy angles promote standardization Bans Almwahie 1.Afl—ble loans have Gaon
and construction economy,and are compatible with Simpson Model Dimensions (Be Loads Code er areal 6e°s mn'nnd or
Strong Tie3 structural hardware. No.Ge wi Ref. mnn°,a,�e sear area,dere
FINISH:7 go Models-Galvanized;3 On Models-Simpson Strong-Tie° 8P42 L Di Dz Da D4 try Dia uplift Fi m<.a other saga aovarn.
gray paint.MeY'be ordered HUG.Contact Slmps-ari Stang-Tia. HL33 7 3% 211'1!— 2 — 2 'h 910 1580 Z.Ove 0.85 coo c tabes i ad
OPTIONS:Gussets ma be added to HL models when L>-5` 4 bar sem Fo-.
y HL35 7 3'. 5'1!Tr 2 — 4 h 910 1580 3.Pans shoum he cemered on
(specify 6 after mode(number,as in HL46G). me face of me member to
HL37 7 3Y, 7'h i:.2'h 2 — 6 I 910 1580 ..;nish they are attached.
CODES:See page 12 for Code Reference Key Chart. 4.wood members mr roe•r
HL53 7 5r, 2'h i.— 2 2Yz 4 ',4 910 1580 and 5 h e
UQi ®HL55 7 5l 5 il.254 2 2'h 8 'h 910 1580 x_th and tnickness
/ 0 HL57 7 51 7'h 17.244 2 2'h 12 h 910 1580 t 3`hyfor larea leads to ancN
cru Ft''`� vC 5 k'ooa members for tna 4-and
HL43 3 4'h 3 111 2i 2 1 1555 1580 a over h—a riinanes
0 +din and weeknese of 5W
0 •,dam HL46 3 47. 6 ik 3 2e1.- 4 1555 2025 for table Dads to appdr
NL49 3 4'fi 9 /i 3 2 6 3: 1555 2025 6.Fart t b tl:F s
t \ a' _��`. HL73 3 Pf, 3 i h ,2 3 4 1555 2025 7.Lee sec.f q a} y[
HL76 3 7'F 6 f'h 3 2Y, 3 8 YS 2115 3800 5 t b -
also(t d i bine b a
/\v \/\/•, int 6 N no
HL53 HL55 Typical HL55 Installation HL79 3 T(. 9 ih 3!21: 3 12 2(15 3800 is sad. re
LILSIGAReinforcing and Skawable Angles
L-Staggered nail pattern reduces the possibility for splitting.LS-Field-adustable
0°to 135°angles.The GA Gusset Angles embossed bend section provides added strorgfh. o Iia;ae°�
MATERIAL:1-16 gauge;GA and LS-18 gauge _
FINISH:Galvanized.Some products available m stainless steel or ZMAX''a coating; e a m I as _
see Corrosion information,pages 13-15. e k
m INSTALLATION:•Use all specified fasteners;see General Notes.
I^ •LS-field skewahle;bend one time only.
°b •Joist must be constrained against rotation(for example,with solid blocking) 3
�+ when using a single LS per connection.
•Nail the L angle's wider leg into the joist to ensure table loads and
y allow correct nailing. i
CODES:See page 12 for Code Reference Key Chart, x
These products are available with addteade cerrosion protection.Addiflanal products on L00 LS GA1
this page may also be a citable with this opecon,check who SA ouster String-71s for details.
Of/SP Allowable Loads SPFJHF Allowable Loads pr These products are approved for indexation with the Strong Urivrg
Model Fasteners L Flpar Snow Rodl Windt:floor Snow.Root 4Vfndi Code SD Cnnnectorscrew See page 2T lormore mirrmahon
No. Seismic Seismic Ret.
(700)(115)(125) (160).(too,)(115)(125) (160) �I°same -
to.C..35. -
GAi 4-1 odxt [; 23 270 250 -,37 200 230 20 28a IPt L5, �ma aarmeooy
GA2 6-104 1' 3i 3 5 d05 435 50 305 350 375 4 5 L18,F13 / £i
L3O l d-f 9d z 3 215 250 250 250 210 215 215 215 `
10 L50 6-10 x x 5 365 4 5 -045 5 -15 3a5 385 4x5 IP1, //s/6�cced y
® L70 8-1Odt ,, 7 485 550-595 740 415 475 510 635 L5,F13 at °
L90
10-1Odsl-:k 9 6:0 690: 740 .925 525 595 635 795 j �1
6-10dxt'i 325 325 1 325 325 230 230 230 280 LS To View
® LS30 6-tOd 3-.e 355 395 1 395 395 305 340 340 340 P Typical GA Installation
LS5o 8-1 Odx d e 475 540 565 565 410 4r5 485 435 i See
ad
8-10d 475 540 585 730 410 465 505 630 �,111
5, uses
$Fi 3r tan
10 Wdei.. 595 640 640 640 510 550 550 550 , 13,
® LS70, 10 10d 6 595 675 730 915 510 580 630 785 i
LS90 1216 x1 t 715 810 845 845 dib 695 725 725 1 - Y t
12-10d 715 810 875 1040 615 695 1 755 i 895 t
1.L angl—foods are for condi ea,F1 or F2,LS angles-loads are for condttlon Ft only. _ v
2-GAf and GA2 angles table loads are Ft-loads forF am 235 I and 355 1 i(100)and
2901bs-and 435 Its(125)respectively. F2 -'
3.front loads are 125%of poo loads unless flirt ted by otF r rifer a L d _
4.Connectors are required on both sides to acheve z loads in both directions. Typical LSD Installation h rec on
5,GA angles may be alstented with 19d rayls. Typical LS70 Installation
208 6.NAILS:too=0.148'dia.x 3'1.,g,mdx1 h=0.148'our x l hong.See pages 22-23 for ether nail sizes and information.
UPDATED 03/27/15
Straps&Tres
FTA/LFTAF/Dor Tie Anchors
Designed for use as a floor-to-floor tension he, "(.W
ane FFA repYaces two caminumbly sized holdowns and
the threaded red.
The LFA Light Floor Tie Anchor is for nailed
installations. 'At
MATERIAL:See table
FINISH:LFTA-galvanized;
FFA-Simpson Strong-Tie'gray paint - -
INSTALLATION:•Use all specified fasteners. q -
See General Notes. y -
•Washers required on side opposite FTA for ro L LFTA
full loads. =i
•Nail holes between floors allow preattachment c -
to the foist during installation;these nails are
not required
OPTIONS:
a:
•The standard model's clear span of 17"will
accommodate up to a 12`jolst.The clear : Q
spanof the RA may to increased with a _
corresponding increase In overall length.
CODES:See page 12 for Code Reference Key Chart. t FTA Typical FTA Installation
Dimensions Fasteners
Model Be (Total} Allowable Uplift Loads'(169)
Code
No. W Clear L Ofy Dia Vertical MemberThickness LFTA' Ret.
Span a224g
E
3 31A
LRA 16 2!, 17 381 16-10d 1205
I fTA2 10 3 17 3Tfe 4 3385 3385 —
FTAS 10 1 17 45'f, 4 1: 4400 4400 117,LQ fl6
FTA7 3 3'h 17 56 6 k 7600 7600
1.Allowable loads have been increased for wind or earthquake loading with no further increase allowed.Reduce where other loads govern.
2.Reduce the allowable load for the LFTA according to the Sade when nails penetrate wood leas than 1W.
3.NAILS:too=0.148'dia.x 3'long.See pages 22-23 for other nail sizes and infnrmation.
T and L Strap Ties are versatile utility straps.See
Architectural Products Group for aesthetically pleasing options —L r,:T L w r- --L.—�
with black powder-coated paint. ° °�Nauw•- ?212HL • o
FINISH:Galvanized.See Corrosion Information,pages 13 ° w stoloHL 23
ca CODES:See page 12 for Code Listing Key Chart. 2,9-I 21N.{ -
F' H `
°a Dimensions Fasteners H
m Madel Code H
p
m Na. Be L H W Nails Bolts Ref. °
Oly Ora 1212H"
y &ietaHT 2%': 0 O
65L 18 414, 4; IV 5=104
66L 14 6 6 "h 10-16d 3 M I•---'L—� �ur`�'
aaL 14 a a 2 12-16d 3 h 1212HT 1212HL 55L
1212L 14 12 12 2 14-i6d 3 ',4 180
66T 14 6 5 1h 8-i6d 3 35 i 1-min
1287 14, 12 8 2 12-16d 3 ''A L—�-"I Installed
12127 14 12 12 2 1216d 3 ''A io pairs
1.These con<necmrs are not load rated, tD W
2 NAILS:16d 0162'd;a x 3'rl tong,10tl 9148'dia.x 3'long.
See pages 22-23 for other nail sizes and miormation. i di - H
these products are ousbabte with additional cormswn protection.Addigonar products on Typical T d2 _
tn!page mayatsc be avar?abL wdh this opfon,check xdh Srmpsan Srang7ie fa•detads.
Installation 11W Tyr.66T
Minimum Bolt Allowable Leads" 1 h'Typ.1287&1212T
Madel Dimensions End&Edge Baits Tension/Uplift F1 Gote i•Min.
No. Ga nistances R.I. L
(100(160) (10o(lfio)
ia Installed
W H L d1 tly Oty OO - In pairs
®1212HL 7 2h 12 12 2'h 435 5 ° 1535 565 QQ
ID 1616HL 7 2'Is 12 16 16 214 4';s 179 di
5 % 1535 565 -
®1212HT 7 2'h 12 2+h 4% 6 % 2585 815 H
1616HT 7 21A 16 16 2;4 4% 6 65 2585 815 d2
1.1212HL 1616HL,1212HT and 1616HT are to be installed in pairs with machine bolts Typical L - -
in double shear.A single part with machine bolts in single shear is not load-rated. Installation
2.Allawahle loads are based on a minimum member thickness of 3;5' - TYR.66L
194 3.1212HT,1616HT loads assume a continuous beam. 1'TYR�88L&1212L
straps,&Tres
ra+
The RBC Roof Boundary Clip is designed to aid installation 4tn f�.—! tale,ai
and transfer shear loads between the roof diaphragm and wall
The senior tabs make proper location of the clip easy-The RBC ¢
can be used on woad or masonry walls and will handle roof
pitches from 0112 to 12112
MATERIAL,20 gauge FINISH.Galvanized
INSTALLATION •Use all specified fasteners.See General Notes. _ 5 Typical RBC —
•Field bend to desired angle—one time only. I I RRC Installation
•See flier F-C-RBC for more information on installation �� @:;® e
and code requirements. I o I uS.Patent
CODES:See page 12 for Code Reference Key Chart. o J7,263,380 _
The RBC installed to blocking resists rotation o _
and lateral displacement of rafter or truss.
Code references: •�P s.,
•IRC 2 00 912 01 2,8802.8 Lateral Support _
•IBC 200912012,2308.10.6 Blocking Rafte7tn,as
Blocking allows proper edge nailing of sheathing. tTYp1 -
Code references: Q Typical RBC Installation
•IRC 200912012,Table R602.3(1),footnote I evening
•IBC 200912012,2305.1.4 Shear Panel Connections �¢ (-Yp)
t_1
PFIHF
Fasteners lowable it
Model Type of Bending loads Code
No. ,Gannactian! Angle Ref.
To Wall Ta Blockingaterl Typical RBC
(tfi0} Installation Over
45°to 90° 6-10dxih 6-10dxi14380 1"Foamboards Typical RBC Installation
n 30° 6-10dxih 6-tOdxYh375 IP1• to CMU Black
RBC 30°to 45` 610dxih 610dx1h415L18,F25❑3 0'to 45` 3 1x2!Titan° 610dxPh350 {ale The RBC is available
tai with prongs into one
i Al,owahL=loads are for ane anchor attached to bbcWng min mum 7'h'th!ck. side(RBCP)for
r w
2 HBC can be installed with up Vo `gap and achieve 700%of the listed load. - pre-attachment of
3.Agoodvable loads have been increased for wmd or sictlo dr,loading with no further the part to a block at
ncrease allowed.Reduce where other loads govern. t ° the truss plant.Refer j
4Whan stranding to concrete use 3-!x1?d'T1en¢screws, :Typical RBCP - to technical bulletin
5.PBC Installed aver 1'faaind and has a load of 395 166(160)in a pa effel to wall ! Installation T-RBCP for more
(F,)load direction for Douglas Fir.For SPF,the loads 340156. U.S.Patent vote information. I
6.RBC may he installed over h'stroctoral sheathing using 10dx1h nails wd[h ne load reduction. 7,549,282 ':gap
7.NAILS:10dz1 h=0.148'dia.x I W long.See pages 22-23 for other nal sizes and homm actor. — -- -------
H
a
H
Our line of angles provides a way to make a wide range of 90°connections. "TSP 4b
MATERIAL A21 and A23-18 ga.;all other A angles-12 ga. 1
\F
FINISH:Galven zed,Some products available in stainless steel or _ \ s 1 y
2MAX"coating;see Corrosion Information,pages 13-15. _ y
INSTALLATION:•Use all specified fasteners.See General Nates.
CODES:See page 12 for Code Reference Key Chart. ! 2 w F2
d
1
These products are available with addiths"I corrosion protect o,n Additional products on _
This page may also be available with this opting,check cold S rmsen Strang To lar details A - -
®These products are apFmved for Instailatwn with the Strong 0nve" 1011 -
SO Cann^W screw.See page 27 for mare mibm'st an. Aa
Allowable Leads A44 Installation A21/A23
Dimensions Fasteners (A33 similar) Installation
Model DF/SP Code
No. Wt We I L Base Post (160) Ret.
Ballsl Nails Bagel Nails Fta F2
A21 2 tYa 1:fi — 2-tOdxi'.A —!2-10tlzi h 360 175 114, p
77
A23 2 1;4 2l — 4-10dx1'h — 4-10dxih 715 565 L5,F13 rII bimslere Anchors
" barter specified
A oho s
A33 3 3 1'h — 4-10d — 4-10d 800 330 L3,Lib, specified W1 not shown r-: by the
d A44 4%s 4th 1 h — 410d — 490d 800 .2959P1 eng
De I Designer.
A66 5% 5'1z 1h 2-M 3-too 2-% 3-10d
® A88 8 8 2 3-% 4-10d 3-44 4-10d
A24 3% 2 2'h 1-h 11 2-10d _ ?8C
A311 11 3% 2 1-h — 1-'h 4-10d — —
1.AIIo"ble leads rave been increased for wind or F1 reads: both diredi as. _q ,
,arthguake loading with no further I.crease allowed. 4.NAILS 10dx1 n=0.148'da x 1 h'Imm.
Reduce where other loads govern.. ted=0.148'dia.x 3'long.See pages 22-23 A311 Installation A24 Installation
2Po[SPF/1iF lambs[use 0.86 of table loads. for other nail sizes and information.
3.Comectcre are required on both sides;o—1, 207
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- Massachusetts Department Of Public Safety
_ Board of Building Regulations and Standards
License:CS-029378
construction Supervisor i
STEPHEN EDWARD FOSTER ;,3
48 MEADOW LANE v
NORTH ANDOVER MA 01845 '
Expiration:
02(2812018
Commissioner