HomeMy WebLinkAboutBuilding Permit #Exception - 112 LYMAN ROAD 5/1/2018 i
! PLAN OF PROPOSED ADDITION
LOT # 11 LYMAN ROAD
NORTH ANDOVER, MA.
EXISTING
PROPOSED ,
STRUCTURE ADDITION
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�^ LOT # 11 = 7440 * SF h
LYN R0P
PREPARED FOR WIL & MARY McDONALD
Scale 1" = 20 '
Date January 30, 1991
Engineers: Henry R. Himber
Dante Bartolomeo
OF
DAtJTE yG�
E.
R BARTOLOMEO
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No.15309
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Q TUIS TIUSS SAS BEEN D$SIGISED FOR A 20 PSP EOTT01i C}ibBD LIVE LOAD, APPLIED :a
lSf T i•1'HEREVIR THE CLEAR DISTANCE 8ETWEEM t C'o
CaMCI:HgEBTLY WITH YLL OTHER LOADS, �1 t�t� � ° r
THE TOP Ot THE BOTTOM CHORD AND ANY OTHER KEMBER 15 42 INCHES OR GREATER. � � r� .� � t
',SIS CHECK CON£02MS WITH H.O.C.A- 1964 , SYCTION 906.1 , TABLE
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1711 TCLL- 40.0 PSF SPACING 2-09-00 . REACTiCKS 1'EIM L/DEF- 24 '/8.21 '- 993, CAKB- d 1/B' _ I
TCDL- 7..2 PSE INCREASE- 1 . 15 (LBS) BRG( IN) 28 GA. PT PLATES 165 PSI GRS IMAX)
BCLL- 9.0 PSF BUTT CUT- S I/4” 3 1- -1358 3-5
•.� i ; ri
BCDL- IZ.9 PSE 3 5- -1368 3 .5 d
HYDRO-AIR ENGIKEERJ1iG INC r
TOP _ ----- M
----- CN12F:D CSR- F,EP3--•--- --- 8077011 CHORD - CSR- 19.561--- -- WEBS - :.SR- 8.568--------
�{ 2X < 18F9i-I .EE 'I"J SFF 2X 4 1802F-1 .6E M SPF 2X 4 STD SPF
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Lf-= 40.0 PSF SPACING = 2-0�3-00 KACTMkS mim L;D=F= 24'x0.16'= 999, GIWB= 0 l;8'' - i„�;i �y
GLS 7.0 PSF MEREASE= 1.15 (LBS) MGM) 20 1a#l. PT PLATES 165 PSI 6RS {Pi{,x} r �o : Al ncA��., � �
.LL- 0.0 PSF BUTT CUT= 0 114" .1 1= -1e2 3.5 °"_•'` ' :_� 'ft rta Pi
:3E= 10.0 PSF ,} 5- -l`iE� 3.5 `ra
)DO 5TRUCTURESIK o" "
:TILED ENGiNGEEbING
--- TOP CHORD - CStt= 0.791----- --- BC!TTC�1 CFtORO C.Sb.--- ------- 'REBS - CSF.= 0.515-------
2X 4 1800SPf�N20KD5tiP 2>< 4 L1D05PFfAZD:CS'iP 2X 4 STG 5PF
- - 1343 ' 7' 19x2 w l 506 Y 2= 700
i= c217C2 197-2 Cfr- 1
MARK KILBURN
WOOD Inside Sales Representative
STRUCTURES
INC.
Box 347,Alfred Road Business Park,Biddeford,ME 04005
Tel: 207-282-7556 ME Wats: 800.482-0716 Out-of-State: 800.341-9612
EATO
V08.39
IJOE: DOYLE 4�4 12 FEED ° D WOOD
! T',Fc799 4/ 1/91
- 1 of 1 STRUCTURES
INC.
Biddeford, ME
- t2 11 x 4 ME WAIS: 800-482-0716
5.00 f Out-Of-State: 800-341-9612
This truss is designed in
accordance with the latest
revisions of TPI and/or PCT, and
will be sealed by a professional
engineer in the state or states
t3;a J° F..•,` rte: },� j r`,1<-a required (upon request) after��y .1`4;6 I a� �-t,�� E .y � � approval of this plotted elevation
to assure compliance with design
( i j. concept and actual jobsite
3x8 — ,,°ate= °�.�-� .f``Mf \(„` conditions.
x 3x 4
J1
TC t2 5-03-04 5-08-12 1
7-07-11
8-02-03
8� INSPECTED PLANT NO 82
24-00-00
TCLL= 35.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 241/0.15"= 999, LAMB= 0 1/8" TTuss Manufacturer—Mem ber of TPI
TCDL= 7.0 PSF ' INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PTX PLATES 199 PSI GRS (MAX)
BCLL= 0.0 PSF BUTT CUT= 0 1/4" J 1= -1408 3.5
BCDL= 10.0 PSF J 5= -1408 3.5
HYDRO-AIR ENGINEERING INC
DO'iLE - - - CONFORMS TO TPI REPETITIVE INCR
FIELD VERIFICATION
----- TOP CHORD - CSR= 0.733----- --- BOTTOM CHORD - CSR= 0.711--- ------ WEBS - CSR= 0.5.11-------
25 4 NO 2 DN KD15 SYP - 2X 4 NO 2 DN KD15 SYP - 2X 4 STD SPF - 0 APPROVED
C. 1= -2189 C 2= -1926 C 6= 1327 C -7= 1958 W 1=. -452 W 2= 736 �•3 APPROVED AS NOTED
1. ADDITIONAL UNIFORM LOADS: C 6= 10._0 PSF. ■ • NOT APPROVED
Approval of this drawing verifies
that dimensions and quantities
indicated conform to actual job
site requirements.
J Signed Date
��ro�515-i Company
ERTO
V08.39
IJDF: DOYLE 12 FEED ° D WOOD
T.''P 799 4/ 1/91 414 III
- 1OF t STRUCTURES
INC.
Biddeford, ME
ME WATS: 800-482-0716
6.00 � 1 i x 4 �� Out-Of-State: 800-341-9612
This truss is designed in
accordance with the latest
Wit • ;%iT�t '' revisions of TPI and/or PCT, and
will be sealed by a professional
a f'. engineer in the state or states
required (upon request) after
4, � a ' " 5 " gv' � approval of this plotted elevation
to assure compliance with design
Y concept and actual jobsite
3x8 = s 4."�. ;`,•:i�`%. \( conditions.
4x 4 = at
011-1
5-08-12
rr. 12 6-03-04 T
8-02-03 7-07-11 I
ME
8t INSPECTED PLANT NO 82
24-00-00
TOLL= 35.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 241/0.15"= 999, LAMB= 0 1/8" Truss Mantlfactuter—htem ber of TPI
TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PTX PLATES 199 PSI GRS (MAX) -
BOLL= 0.0 PSF BUTT CUT= 0 1/4" J 1= -1408 3.5
BCDL= 10.0 PSF J 5= -1408 3.5
HYDRO-AIR. ENGINEERING INC
DOYLE -' CONFORMS TO TPI REPETITIVE INCR
FIELD VERIFICATION
----- TOP CHORD - CSR= 0.733----- --- BOTTOM CHORD - CSR= 0.711--- ------ WEBS - CSR= 0.541-------
_ 2X 4 NO 2 DN KD15 SYP 2X 4 NO 2 DN KD15 SYP 2X 4 STD SPF - _ U APPROVED
C 1= -2189 C 2= -1926 C 6= 1327 C 7= 1958 W 1= -452 W 2= 736 n APPROVED AS NOTED
1. ADDITIONAL UNIFORM LOADS: C 6= 10.0 PSF. NOT APPROVED
Approval of this drawing verifies
that dimensions and quantities
indicated conform to actual job
site requirements.
Signed Date
—Aro0545-1 Company
e
EFTO
V08.39
IJ r] DDYLE 12 RED , D
WOOD
T i P= 799 4/ 1/91 4j 4 III
1OF 1 STRUCTURES
INC.
Biddeford, ME
121: ME WAIS: 800-482-0716
6.00 Out-Of-State: 800-341-9612
This truss is designed in
--�-=--" accordance with the latest
revisions of TPI and/or PCT, and
will be sealed by a professional
' engineer in the state or states
7 required (upon request) .after
�4,-6 k� � ' ��, ;� approval of this plotted elevation
to assure compliance with design
concept and actual jobsite
3x 8 conditions.
4x 4 3x4
J1
10 Jay
TC 12 6-03-04 5-08-12 -<1 -.k
7-G7-11 v
6C B-02-03 INSPECTED PLANT NO 82
24-00-00
TOLL= 35.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 241/0.15"= 999, CAMB= 0 1/8" puss Manufacturer—Afem ber of TPI
TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PTX PLATES 199 PSI GRS (MAX)
BOLL= 0.0 PSF BUTT CUT= 0 1/4" J 1= —1408 3.5
BCDL= 10.0 PSF J 5= —1408 3.5
HYDRO—AIR. ENGINEERING INC
DOYLE CONFORMS TO TPI REPETITIVE INCR
FIELD VERIFICATION
----- TOP CHORD — CSR= 0.733----- --- BOTTOM CHORD — CSR= 0.711--- ------ WEBS — CSR= 0.541------- _
2X 4 NO 2 DN FD15 SYP 2X 4 NO 2 DN KD15 SYP 2X 4 STD SPF Q APPROVED .
C 1= —2189 C 2= —1926 C 6= 1327 C 7= 1958 W 1= —452 W 2= 736 D APPROVED AS NOTED
1. ADDITIONAL UNIFORM LOADS: C 6= 10.0 PSF. NOT APPROVED
Approval of this drawing verifies
that dimensions and quantities
indicated conform to actual job
site requirements.
Signed Date
EAToo 545-1 Company
M M �i�! � 4] tl �� q C v Y S E R V n�._y �.m®�.a d �1 y PLANNING��— F��lH Fi""i L
-� NORTH m
oven of ndover
No. t o N�_ F
�RtVE ��,� ENTRYer, Mass. /�iars� 19
PER �. .�,IT
A0R
SS
'BOARD OF HEALTH
THIS CERTIFIES THAT..WiZ4�._4M** ��C. . .....................................
!+�'�•�� BUILDING INSPECTOR
has permission to erect .�..0.�. ild�ngs on .1.'��..� .. ........
.. .......... Rough
• Chimney
to be occupied as .:5.. . W' .... ... ..
.,�� .�FIs. � ,��i�!;�.���.....................
Final
provided that the person accepting this permit shall in every respect conform to the terms of the application on file in
PLUMBING INSPECTOR
this office,and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Rough
Buildings in the Town of North Andover. ( PERMIT FOR FOUNDATION ONLY
Final
VIOLATION of the Zoning or Building Regulations Voids this Permit. REGULATED BY PM- 114.8-& Rt
PERMIT EXPIRES IN 6 MONTUft. RX PAID; ELECTRICAL INSPECTOR
Rough
UNLESS CONSTRUCTION STARTS Service
do � =_ Final
BUILDING INSPECTOR GAS INSPECTOR
Occupancy Permit Required to Occupy Building Rough
Final
Display in a Conspicuous Place on the Premises
Do Not Remove Burner FIREDEPT.
t I�Io: Lathing #o--:Be..�Done Until= Inspected and Approved by Smoke Dos.
Building Inspector t