BOA_23 Andrew Street - Plans LOWER ROOF MAIN ROOF
f BEYOND
BUIIDCRICKETFOR CONSTRUCT 2r 6 CRIPPLE
/-EXISTING EXISTING 12 DRAINAGE. WALL TO SUPPORT STAIR
ROOF FRAMING.
SLOPES AS REO'D TO MEET
HEIGHTS SHOWN — — — — —
(30v10W 1/2--
PLWAODSPACERS. 3{ 1
)
.-l3)2r 10 vtl V2' (3)2r 10 w111 n 1
' PLYYtWpSPACERG. 'PLYWOODSPACERR. WALLA' 13)ZE 10 wl1rz- 1
PLYAO SPACERS.
WALLA' E
2v0®18'dc 11 b
(TYP)- E%TG 3N FLOOR WALL'B' �
1 SEE DETAIL NS-2 FOR LEDGER INFO 6 x 0 POST, I�^ 1
�6v8PoST ��� � '
f DETAIL AIs-t
'ti ALL HANGERS LUS28 R
UNLESS OTHERWISE •._
MENTIONED.
-LINE OF ROOF f
ROOFJOIST TO BEAR OIJ NElk ALIG GLOPECHANGE LUS 2.3•
CRIPPLE WALL-SEE SECTION -
EXTG WALL - l
LEVE x� IUl' `HPNDRAILBEYON
"`--- J/ NOT SHOWM FOR
24
r0�16'dc DN E%iG 2ntl FLOOR — C{\/ CLPRItt �2nJ LEVEL DECK
ITYP) r 7n{{ BEYOND
WALL'B' 'lam...
` ALL HANGERS LUS. LJ
_ UNLESS OTHERWISE IF
^�
JAD.2x6BLOCK } i WALLA' MENTIgJED.
BELOW IIr BEYOND r
5'L<' 4'B' 4'-4• '.�1c u
DECK ROOF FRAMING PLAN // b RNLS NOT SHOWN-
td FOR CLARITY
NOOF SUPPORTING
OECK TOTINGRUBBER0'C-DX PLYWOOD 2nd FLOOR TO LANDING FRAMING PLAN 2 �! Q 1-4
SUPPORTING RB ROOF tsI LEVEL DECK
V-11 EXTG 1.FLOOR IBEYOND
E%TG FOUNDATION-1 � �1
kl 1� yI� W r '-E%TG FOUNDATION 16'DIA.SONOTUBFJ 1fi'DIA.SONOTUBE
BEYOND 1
•EXISTING
f =C '111—TUP
REAR ELEVATION DRIVEWAY SIDE ELEVATION
IIR)2111 W 11' 1�
PLYW DSPACERs. ` rfJA2x 10 wr 12'
/ -PLY 10.IPA I PLYVJOODSPACERE.
' /(3)2E12w/12'
11121)Op SPAGERG. IL—SPACERS.
1 -ADDINA ON I2�STRINGERS. 2 x DECKING
2x 0[$('P.) 2E8@16. ae[�1E do CON(0.2 W)CEA.COUNTERSUNK 2r DECK(TYF') (TYP.): (ttP.) ` -2E DECKING SDW(0.22 E4�®EA.
—� STRINGER LOCATION,
BxBPOST, N (R)CERS wr1rz-PRY Y) _ �J
SEE DETAIL NS-2 FIXi LEDGER INFO- t-._ --� '•SDNl GERSI E ANDc
SEE OEFAIL N53 FIXi LEDGER INFO SPACERS(TVP.FOR 3fLh
-8 x B POST STAGGER SIDES lWD
L� _ JOIRT&HANGERS NOT SHpMiJ TOP/BOTTOM. JgST51HANGERSNOT
FOR CLARITY OF DETAIL SHOIMI FOR CLMItt `I`)
SIMPSON UDCCONNECTOR.
STRINGER� OF DETAIL
E%TRA2a 12-� - CONNECTOR-TYP.AT t� _
SEE DETAIL HU.2- `� u \'
A/R-1 Y ALLSTIiINGER6
Eq
UP 12-DM.SONO UBE. DETAIL A/S-1 MULTI-PLY CONNECTION DETAIL
VI� NOTE-4x4PO4TS BIGFCOT-SEE LEGEND 1/2 V-01, 14" 1.1" - w
-2v0®16-dc AS NEEDED FOR BELOW.
mpa ON 2xB®16'dc GUARIADRAILND DETAIL A/S-1 I�
�I DYp) I1 SEE
BEL I�1
(2)2x 10=2 f I SEE LEGEND BELOW 1/2"=1'-0"
PDO2E68LOCK
BELOW-SEE DETAIL
BIS-1(IVP.1 EXCEPTAS NOTED,ALL POSTS ARE 6 a 6-
3rd FLOOR TO LANDING FRAMING PLAN GRADE TO LANDING FRAMING PLAN
v4••=r-a
_\6'OIPMETER SONOTUBE
1 1 1� 13-DIPMETER 6IXJOTUBE wl R4'OAIMETER BIGFOOT
ERIC COLVILLE, P.E.
292M,J,Street Glcuoesmr,MA0ISW
9T0.840.1184 enccPNllk�}afoo can
S- 1
DATE: AUGUST 5, 2020
SCALE: 1/4" = 1'-0"
i
/-UNE OF EXTG ROOF
-NEW ROOF STRU-11
I 1
1
ter' 1
General Structural Notes \ ,
General: \
I
The contractor and sub-contractors will verify all grades,lines,conditions and dimensions at the
job site as shown on the drawings.They shall report in writing any errors,inconsistencies or --
omissions on the drawings to the architect/engineer(A/E)before commencing work.The
contractor and all sub-contractors shall lay out their work from established reference points and all >
e,
responsible for all lines,elevations and measurements in connection with their work. 6 TREAGS@1P=5'-0 CROSS BEAM CRCBB BEAM SEE PLANSEE PLAN DIA.iHRU BOLTS Cx LS18` sa-Dw.THRU BOLTS
'BLOCK TO SUPPORT
The contractor is responsible for and shall comply with the requirements of the Massachusetts 0CROSS BEAM-TYR
State Building Code and all local,state,and federal laws. * AT EACH END ——
SECTION 1/S-2 SECTION 1/S-2 �aea�n
The contractor is responsible for the installation and removal of all shoring and bracing as I-=I.
-0I(OPTION-N) 112'=1'-0(OPTION'B')
required for the proper execution of the work. m
I
I
Verification of existing conditions:Inasmuch as the remodeling and/or rehabilitation of an existing EXTG as FLOOR r�S LEDGER-CONNECT TORIM nMBER
SMPSON S01N(0.22'x 6')11112'do
building requires that certain assumptions be made regarding existing conditions,and because some of y CORNER- -2..EDKING STAGGERED.
• '�X /
these assumptions may not be verifiable with expending additional sums of money or destroying � I
otherwise adequate or serviceable portions of the building,the owner agrees that,except for negligence
on the part of the design professional,the owner will hold harmless,indemnify and defend the design SEE RAMINGP AN FOR BEAM I
professional from and against any claims arising out of the professional services under this agreement. -41 DECK EDGE BEAM SIMPSON LUS 28 HANGERS
BEYOND O
��ff�JJ SIMPSONHUC<,OHANGER-VERIFY
Structural Design Criteria: . _,!{ ' POST AT THIS
N TO NTO CORNER
POST AT rHls Locnnav
The design complies with the requirements of the Massachusetts Building Code and the other s TREADS g,o• -
referenced codes and specifications.All referenced codes and specifications shall be the latest i IrrI - DETAIL A/S-2
adopted edition at the time of permit. l I I 112"=T-a'(LEDGER) rT
Live Loads: ffv
F�
--- -ALL HANGERS LUS28
Ground Snow Load P 50 PSF. MENTIONED.
( g)........................................................ UWESO ED.
"a 00 11 1AIIII BEE
Floors.....................................................................................40 PSF. -- � PGST wNFGURAnoNs �
> SIMPSON—STRINGER HOROONNECTIONTORIM
/ CONNECTOR-TYP.AT GIRDER ITYPK:ALI
®r J
Foundations:(Sonotubes) A STRINGERS SIMPSON DOT2 _ ^
IJ I[BS)(TYPICALI
Foundations are designed to bear on soil with an allowable bearing capacity of 3000 PSF.Prior to Exroz a _
the placing of reinforcing steel in new foundations,the A/E shall visit the site and verify the _J
44
\ r SIMPSON DTT?Z rI SI FEAB L EXTERIOR POST +IF PoST IS Ir�Y 1,
bearing capacity assumed for the foundation design matches to in-situ soil. � 1 STRONG-ORNEBDSCREN9 INTERIOR
--- Ff
Concrete. INTERIOR POST u
55 Ti�@ IT
;_A•- N 1 - --. 1 r� �'l
All concrete work shall conform with"Specifications for Structural Concrete for Building."(ACI _
318)
' I Nf2 JDIST HANGER NDT SHO—
} 3 FOR CLARITY �T�
All concrete to be of regular weight with a design strength of 3,000 PSI at 28 days. r 2-,2-Dw.THRu• FeBEEBBcw BTo aa.a T/1
WALL'A' � = BOLB P ,T.AFN,oIaTEN�a V1
BEYOND RAILING PosT ANGHDRAGE Germ rT,
Contractor is responsible for the adequacy of forms and for safe practice in their use and removal. ( LI PDST ANCXORAGECONFIGURATIONS
ALLHANGERBLU528 NOTE:FOR FRONT FARMER'S PORCH
Y UNLESGOTHERw,SE = NOT DETAILOCCURSONLY AT(el
Leveling/Bearing plates/Post Bases shall be set on full beds of non-shrink,non-metallic grout with ,- MENnONED. LOCATIONS WHERE ROI ATIB
_ NOT CONNECTED TO A ROOF POST.
a minimum compressive strength of 3,500 PSI in 3 days. f SIMPSON—STRINGER F�B TREADS Q10'= -'r XL STRINGERS P.AT ^p
f' ALL STRINGERS
mom'
Timber:
All carpentry work shall conform with the latest NLMA standards using Spruce Pine Fir(#2 KD)or - POST
better with the following minimum properties: r 6xeMM
EXTG I FLOORFRAMING
PGIRDER-BEE
FRAMINGMINGPLAN r T 1 C v
Fb=875 PSI,E=1,100,000 PSI for dimension lumber. ONZBIAB ON GRADE AT W
ATLANgNG of
Simpson Strong-Tie Hardware: § t Q
GRADE w h .. .
Simpson Products specified herein are to be used only in strict conformance with manufacturer's
3.12'MIN. DECKJOISTS-
recommendations and all accompanying technical bulletins. U BEARING BEE FRPMING PLAN
Substitution of specified products by the contractor is allowed only by the approval of the engineer
6•8 PORT
of record.
STAIR ELEVATION SECTION 2/S-2
All nails to have a minimum diameter of 0.148"for 10d nails and 0.162"for 16d nails.DO NOT 1rz'•=1•-0"
substitute shorter nails unless specifically noted on the structural plans(i.e.10d nails x 1-1/2").
Specified nails to be used in all provided holes unless specifically called out on plans. 16-DIA.SCNDTUBE
All hardware for exterior use to be either 316 Stainless Steel(preferred)or galvanized to Simpson
Strong-Tie ZMAX(ASTM A653)specifications(i.e.1.85 oz.per sq.ft-both sides).
ERIC COLVILLE, P.E.
292M,m Street Gleusa .MAD1900
Conform to IRC Section 317.3.1 regarding the use of fasteners in pressure treated wood. 9Ta e,D.,,Ba enxPNllk�aNee cOm
S-2
DATE: AUGUST 5, 2020
SCALE: 1/4" = 1'-0"