HomeMy WebLinkAbout0173 HORSESHOE LANE - PLANS LEGEND:
NEW MASONRY WALLS
FEE/7/mm
EXISTING WALLS
Door tipe
A= Passage set
B= Privacy set
C= Lock set
1" D= Dummy set w/ ball catch
`./%indow type
rw>d•.a•P.T.vosr
• FOOR,� ED- RASE
PORN ON 10'•PIER
BIGFOOT FOOTING 4'-0"
WIN.BELOW FIN.GRADE.WITH 4-#3 VERT.
TIP.UNDER SCREENED PORCH '
i
I I
1 / 8•CONCkETE WAIL.
2-04 T&B CONTIN.
CRAWL SPACE UNDER PORCHCONTiN FOOTING
IWIN 4-0 BELOW CRAWL SPACE FLOOR I I
2-05 CONTINUOUS
, � f
t 2" x CRAWL
SPACE
SPACE VENT
I
Ij W/INSECT SCREEN�
(TYPICAL) I
1 ry•:. j a •, •.p: .r�si a: `4.r'• E' a'.90 =j>
<.y+ :.y:t`TA;.j,.?f:�'.1.:1'�TtJ" .�t•,;y`4•�''41.•7M irlfTr� r�- .i!.:
,t
f: tiri
12•UAWETER SONOTUBES WN
4e'BELOW FINISHED GRADE T _'"•'may._
1
RAWL SPACE PROVIDE -- '
L 7)" 2" CONCRETE DUST
/ COVER OVER 6. MIL POLY
C:
J VAPOR BARRIER AND 4" I
COMPACTED GRAVEL.
[X$iwlG CRAM.SPACE
NOTE. PRO%"POLT1CYrtNE E%15TN4 Er OUTDOOR s+DW PANELS TO BE / STEP FOOTINGS GOWN TO
SPRAYED INSU ON �LATION•MOIL - WW"O AND REUSED ON RAISED AM `
SPACE PERNUTER �8 AND DECx TO K ON THE
-- ---- /1 j/LEVEL OF EXISTING
Vz. ( 4.5 S.F. VENTILATION I I
` GAS — _ SCREEN OPENINGS
EXISrINGa.• I RE�L.'R TTOSDBE
5 REBAR 24" LONG f
RILL INTO EXISTING I
— - FOUNDATION AND SET /
WITHNON-SHRINKING
•ti. EPDXY GROUT
I
Structural Integrity Engineering Group,Inc.
UP 11 Salem St.,Suite'2
Medford.MA 02155
i81-391-3022
b: I
�f
TO NEPL AND --�
t". CRRNI.IVWL O11JS11R Of" I I
DANK 3 DRGIETE TO
:•• CIMAK �'MY.ACCESS TO '
cR144L SPACE I
Zfk0TUPAL
M34142
'o
— — — — — #5 REBAR 24" LONG VVV VV .t`lR
REMOVE EXISTING 4 2°-� — Trtr Lz)Ns^.I cawN To SUPPORT DRILL INTO EXISTING
;• FOUNDATION AND SET
C B[AY Wn104(77T IDR NEW
x 6" B£AMTO BOIL � .� S�AIts WITHNON-SHRINKING
H.W,H BASEMENT STAIRS s FOXY GROUT
NOTE. EXISTING DUCTS
HVAC WILL REQUIRE - —
EXISTING MODIFICATION WITH NEW RR
STAIR TO BASEMENT. STEP FOOTINGS DOWN TO
CONNECT CENTRAL q LEVEL OF EXISTING
AIRCONDFFlONING SYSTEM "77_
INTO EXISTING DUCTS -•g
TOTE* CONTRACT � l
FIR DE POLYICYN NE _ 12.q I TER SONOTUBES MIN
EXISTING FIREPLACE SPRAYED INSULATION IN UP 4O'KL(w FNISNEn GRAZE
TING BASEMENT I LONG
- II
FOUNDATIONE FAIS_BE SILL PLATE AND N5 REBIIR 24' LONG
-REPLACE EXISTING ILL INTO EXISTING DRILL
INTNT 2O EXISTING
SUBFL RANG ---- d' —
ELECTRICAL CIRCUIT BASEMENT PERIMETER. FOUNOATIC:N AND SET FOUNDATION AND SET NO, REVISION DATE
PANEL BOX FOR EXISTING WITHNON-',HRIWING WITHNON-SHRINKING
AND NEW ADDITIONS EPDXY GR;`UT EPDXY GROUT
MAKISEO LOCATION OF
REIOGTFD OAS METER
CLIENT.
LEW15 Residence
173 Horseshoe lane.
Centerville MA 02632
FOUNDATION _ ____ SCALE: I /4"= I '-O" _
12^ I MUM WC TITLE- FOUNDATION PLAN
PLAN .I.
DATE: MAY 7, 2008
MICHAEL A4 r11MERSON A.I.A.
AR('HITE('TI'RE & INTERIORS
193 Horseshoe Lane
Centerville, MA. 02632
5087754264
mai arch(«komcast.net
i
r
i LEGEND:
NEW MASONRY WALLS
I
I
j EXISTING WALLS
I
i
� re•
CLUED Aft
BE ftuar
T) /e
'.�
(fo)d•. P.T.POST
off MIeINMWE S ASF Aosr B
POVACH
y- FOP SCI "
1aj- - z}•_7�'` ( 3•-Tt .�.�L...~_-6•_�• _ram}• _�F—_.__ _—___.—.�.__.__g•_�• _._ ^^^�_..,,,_ /// `•�
e I / P r.n0lr rvnE�r ae - (x)2*x,o•P.T.ExrEiaea�
1 777
--ter ry -- — — •' `" i f -'�,_. J
' am Mar. • _ •• --rr•-' — ------."�— ` F '•�—._„_,� -T�`_ � �-` _
irR yCQ� II
(2r 2'.t0•P7.EXIEWOR
.f 2'x 10'PRESSURE TREATED LEDGER BOARD ,2)Y.Mo'P.I.WE"
W/3/4'DUL x 5'GALVANIZED ANCHOR SOLVED
O 16'O.0 STA000tED. ^ +^~� - ll _
c' j
— 1-7
,2"OWmM S WTTMMES M1. I
r.. .e•KIaM T•MBIN wmE c" _-'---•.• �-' �-.'�..._ }
40
cc
EXISTING CRAWL SPACE �.• Ir .-•-.—_—..-____._ �. '"`'"�j �"'._�` _..._._
NOTE: PROVIDE POLYICYNEN SALVASM AND REUSED OH IWSEC AxEK
SPRAYED 04"TION O MUWI. 0I!CK[q R wm OM TO K ON 1K J
SPACE PERRAM-P
' ITuanm w
� `� / T
Structural Into"Engineering Grow Inc
11-7/8"*JS 20 MSR"
11 Salem St.,Stitt 2
UP Wdiord,MA 02156
781-391-3022
51MPSON/LsseuTo HANGERS
_r `M1TH WEB STIFFNERS
r t PAOIApE,iS•'M.AOCE85 TO
"y env&SPACE.
•'`'r TOP BEARING HANGERS
ONLY A7 LEDGER-- BROWN
-��� '^�„ l !� •
DAVID P.
:'•, AEMM&ENIEiw6(.)Y.a• —� — MN(2)6'. COLUMNS tosUpm w
9EA100 AMA i►SFfI[Nr STAPS —:' a)7 .e•a ,+MAW Clrr roMF r1Ew �!
Mt' I
0-11.
I SINK C1 HO FRANMW USE(x)
2"x i
x• Y h TIE ' ..I HOIST!S ALL
SgfS F. `iNG JpSti TO
NOTE OUSTM CIKM ML M OUft MONFGiIOH WAIN NEW STAIR TO bw AMMEO _WIN W"KIIPSOM
BBASEMEHT CCMMMECT cEPM&N OCONDR*NNG"TOW INTO EXISTING STApIC/K.i: !NMIf�R6. AWL xxNi
El ISAM E ""WMERS TO Fm oICS -.
STAGOU40 a O•C
•1
_� 12.OII6147YI SEM'ICAIIsES wn
.—LxKTwc U P AB'98.0 AMmm MAK
r
I
2'x B'PRESSURE TREATED LEDGER BOARD
W/ 1/2'DM,x 5'GALVANIZED ANCHOR BOLTED --- -------------..----�
O 16"O.C.STAGGERED.
NO, REVISION DATE
AAIEIPoiED IDGRCN aF
2'x 6'.O 16'D.C.
CLIENT:
LEW15 Residence
173 Horseshoe lane,
Centerville MA 02632
FLOOR FRAMING PLAN - - � -
_. _ _ SCALE: 1 /4f1= 11-0- -
TITLE. FLOOR FRAMING PLAN
i
` DATE: MAY 7, 2008
M1('NAEIA A. JINIERSON A.I.A.
I ARCHITECTURE & INTERIORS
193 Horseshoe Lane
Centerville. MA. 02632
I
5087754264
111ajarch(a>comcast.net
LEGEND:
I••1 F W WALLS
EXISTIPIG WALLS
1-3/4" x 9-1/2" VERSA-LAM 2.0 3100 SP LVL
�1 NEW MILLWORK
STRUCTURAL 2" x 6" BARGE
WOOD PANEL RAFTER, CUT _ J
SHEATHING NOTCHES 0 END 1-3/4" x 9-1/2" VERSA-LAM 2.0 3100 SP LVL
RAFTERS 1-1/2" x X Door type
5-1/2" FOR 2" x 6~ N= Passage.set
OUTRIGGERS
1" x 8" AZEK BOARDS 16"O.C. FACE NAILED 9
ON EXPOSED W/ (2) 1 6d NAILS AT B= Privacy set
SURFACES W/ 3 " THE NOTCHES AND
( ) 2 ETu STRAP FROM VALLEYS SIMPSO C= Lock set
SPACERS NAILS END NAIILS AT NAILING
THE LASTS H TO POSTS 6°"A` ! EVERY RARER HURRICANE 1-3/4" x 11-7/8' VERSA-LAM 2.0 3100 SP LVL D= Dummy set v-' ball catch
USED TO CREATE 'BOX COMMON RAFTER / CND (1ypICq�CHORS a
BEAM' ® PERIMERTER
(TYPICAL ® EAC
OF SCR NED IN GAZ
PROVIDE METAL POST CAP /
X ,��'indow type
PORCH. 0 ALL COLUMNS
_ (TYPICAL)
1-3/4" x 9-1/2"
VERSA-LAM 2.0 3100
SP LVL VALLEYS z^x
1-3/4" x 9-1/2" PR / 0" OOD
VERSA-LAM .0 3100 DOWN o x 4" HANGER AfT S ® 16••0 C I ' — 1-3/4' x 9-1/2" VERSA-LAM 2.0 3100 SP LVL
SP LVL— RIDGECEILING JOISTS(NP AL) I 2" x 6" ® 16" O.C.
W/SIMPSON
STRONG-TIE #L202 4
RIDGE STRAPS. 4"x
TYPICAL FOR ALL 4" POST 1 - 1-3/4" x 9-1/2' VERSA-LAM 2.0 3100 SP LVL
RAFTERS. (2) '
1-3/4" x 1 1-7/8" W/ IMP 4 x 16. VCR
VERSA-LAM 2I0 3100OUS I s N ST ONG` If A 02.0 3 OOSp LVL
SP f 2 4 IDGf STR IOGE I
'NK
1" x 8" AZEK BOARDS CON �
USED TO CREATE 'Box
NUO S RIp 1-3/4" x 9-1/2" VERSA-LAM 2.0 3100 SP LVL
BEAM � PERIMERTER 2 x 0" C Vf IT
(3) 2" x 8" WITH I
PLYWOOD SPACERS S, OD q�E S ® 6 0. ' 4-x 4" P SCREENED-IN PORCH
(TYPICAL). T � POST
VERSA-LAM 1 PAR REFLECTED CEILING PLAN_
SP LVL RIDGE SIMPSON '°" r N / BOX IN 1-3/4' x 11-1/2" LVL
i /- W/ 5/4" x 5" AZEK TRIM AND
1-3/4" x 9-1/2" �fRY RAFTER END (TANC q ' 2x6 n s 1 I I ON SIDES WITH
-- VERSA-LAM EY 3100 END
(TyP/ ANCHORS ® e 32" BLOCKING AZEK TRIM,
EXISTING RIDGE LINE SP LVL VALLEYS CAL) I
RI TIE INTO NEW r - BOX IN 1-3/4" x 9-1/2" LVL W/
RIDGE®SAME HEIGHT r
AND LOCATION - -- --
5/4" x 5" AZEK TRIM AND ON
SIDES WITH
O ' _ 5/4' x 12" AZEK TRIM,
12 x OVER BLOCKING AS REQUIRED.
1/2"x 6"AZEK BEADBOARD
_ CEILING.ALTERNATE'WINDSOR-ONE
SPBC BEADBOARD CEILING.
EVERSIMPYRA 8 HURRICAN ® CONTINUOUS RIDGE VENT 7•-6'TOP of PLATE
30 YEAR
ER fND (TYpI�ANCHORS — _ FIN. PORCH FLOOR
ASPHALT SHARCHITECTUINGLE
B ) ~
Q � W ✓�
USED IN O T
CONJUNCTION WITH 8 O O SIMPSON
30 LB ROOFING FELT
v> EVERY RA HUR AN
I 4 < p
UNDER AYlrIENT.TER 0 x o RAFTER E� (1YA CAANCHORS O
< <
t ry Q -NEW AZEK iRIMED COLUMNS
x
E'ER FRAMING Structural integrity Engineering Group,Inc
11 Salem St..Suite?
PORCH Fl" I81.391-3022
2x6 COLLAR TIES I — -0'-7-FINISHED SCREENED Medford. I
/ O 32"O.C.
STRUQTURAL I �,
x 1 w 0
RAFT S O i6"
- - -- -- -- _
\ I/ " " SHEATHING -�--
RAF
I
MPSO STR NG-T / 4" x 4" POST UP
#L202.4 IDG " E
STRAPS CIPfID P.
NEW " x 10" W D SECTION SCREENED-IN PORCH m R
RAFT RS ® 16" O.C.
IST
2 x � V
a — OVER FI?gMlt.I,
U) ( -
W N 1
U•
Ll
0
4" x 4" POST UP
NEW 2" x 8" WOOD RAFTERS ® 16" O.C.
W/SIMPSON STRONG-TIE �
#H8 RAFTER TO WALL -- wftt
CONNECTORS. w
\ x 9'-7'TRAY CEILING HT.
Q NO. REVISION DATE
N TRAY CEILING
— I - —- - 7'-3'TOP OF PLATE -
6'-8"HEADER HT
f -1
CLIENT'
TYPICAL I'. LEWIS Residence
T Z Z * PINE WINDOW 4"PLAT
CASIW3S.PRE-PRIMED
� 173 Horseshoe lane.
4~ x 4" POST � ¢ i Centerville MA 02632
i _
3
ROOF PLAN L------ SCALE: 1 /4'= 1 -0"
TYPICAL 1-x 6-PRE-PRIMED TITLE: ROOF FRAMING PLAN
PINE BASE MOULDINGS.
I
0'-0'FINISHED FLOOR
DATE: MAY 7 2008
--------- I? CRAWL SPACE
MWHAEIL A. JIMERSON A.I.A.
ARC'HITEC'TL'RE & INTERIORS
------ -- --- -------- ------ --- - 193 Horseshoe 1,aiie
Centerville, MA. 02632
508 775-4264
majarchCLcowicast.net
SECTION MASTER BEDROOM
LEGEND.-
/NEW AZEK 4" TRIM BOARDS
AND SILL IN SHOWER
CLOSET ROD AND PLYWOOD
SHELF WITH 1- 1/2 SOLID WOOD
I EDGE BANDING TYPICAL.
I ('40 ___._ �_______� __ SPACE FOR
HANGING
TYPICAL 1" x 4" FLAT PRE-PRIMED ' i I BEACH CHAIRS i
PINE WINDOW CASINGS. `-- J
4" .x 4" PORCELAIN TILE
CASED OPENING-
_
4" x 4" PORCELAIN T14- BUILT-IN SEAT WITH SOLID
F'LC]OR, WALL., AND CEILING SURFACE MATERIAL SEAT.
I
A
EC -TION ELEVATION
I
1 /7 " _ 1 , _011
_. f2)2•• I i
r4' x<"Pp$i UP TO RIDGE - _..`� � - --NEW 2X8 CEILING JOISTS 0 16" O.C.
�—Ap H
�2) 2"x 10"s(TYPICAL)
\ , —_ 2_2X8{ CON I StruMmel Integrity Engineering Group,Inc./ r—r SUgpeNp\ I 11 Salem St,Sude 2' 32" RO w Medford.MA 02155
F n
o aQVF �/ � i51-391-3022
\ I CEILING
C
z) 2"x1o'a ,
JOIST ENDS TO RAFTERS
4' x 4" POST UP TO RIDGE
x 8" co \ O SROSIAL
V
ALL INTERIOR DOOR HEADE NTINUOUS k a Nt
D"
IN PARTITIONS 2-2/6
OD
NEW(2) 1-3/4"x 9-1/4"LPL 'dEAM _ I (?.) 1-3/4" : 7-1/4'" LW'S
TO SUPPORT RAFTERS ABOVE
90TTOM FLUSH W/CEILING JOISTS
+ NO. REVISION DATE
g
co
~' X
--� v CLIENT_ i
--_.� LEWI5 Residence
173 HorSeShoe lane.
Centerville MA 02632
(2) 2'xe'9
1- 5CALE`A5 NOTED
b — —
� . TITLE: SECTION ELEVATION
--- MASTER SUITE & CEILING
X FRAMING PLAN
DATE:MAY 7, -2008
I M1('HAE1. A. ,IINIF:RSON A.I.A.
AR(`HITEC'T't RE & INTERIORS
i CEILING LEVEL FRAMING PLAN 193 Horseshoe Lane
r x a",s Centerville. MA. 02632
NOT-TO sc:nt,t: 508 775-4264
ma}archiu)comcast.net
i
LEGEND:
a
GENERAL NOTES
GENERAL
1. ANY QUESTION ABOUT THE INFORMATION SHOWN ON THE STRUCTUURAL DRAWINGS SHALL BE BROiW TO THE ATTENTION OF THE DESIGNER
BEFORE PROCEE7MN6 WITH THE AFFECT£° WORK.
2. ALL WORK SHALL CONFORM TO THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING COQE, 6TH EDITION � I
3. ALL DIMENSIONS SHALL BE FIELD VERFICA FOR DIMFNXNS NOT SHOWN, REFER TO THE ARCHITECTUft DRAWINGS. r
5. THE�RA°CONTRACTOR SHAALL BE£P°SIB E SAFE TYPICAL MR TY OF CONDITIONS
JOB SITE DURING CONSTR(X7X,W /N CONFORMANCE W11T� LV r A S T E N I N G SCHEDULE JOTS i TO BEAM CONNECTION I I
FEDERAL AND STATE LAWS. 7W INCLUDES BUT/S NOT LIMITED TO THE FOLLOWNG, AS REQUIRED BY ON-SITE CONOAIONS. Moximum Uniform Load Applied to NOTES: I I
Either or Both Outside Pieces t Caom w.v ow of ets beast Ospth ad rumW or mm)to carrpV the oasttotk W
A SHEE71NC OR SHORING OF TRENCHES AND EXCAVATIONS
B. TEMPORARY GUYING OR 9RACNG OF PART14LLY COMPLETE STRUCTURES (Pounds per lined foot) 2. St Mreer> ee an of t51t for rooa book or Z'!ei L�yK��o
C. SECURING PORTIONS OF PARTNLLY COMPLETE STRUCTURES FROM MOVEMENT 16d NAILS 1/2"BOLTS SCREWS Note 9 3. Top ok omtsn os or corneders*#*De 2'from wipe DAM Beam
0. TEMPORARY 5Nt1I LNG OF FLOORS OR ROOFS PIK" A B C 0 E F 4. a m soxs are to bit Uw c-ol s Use
ow the bolw* Eh* boe nuA extend iMough I A
&e fun ttuctaw d tl�s mstror.Use soMsy under near and ml
E MEASURES TO PREWNT FALLS FROM EDGES OF OR OPEN NAGS THROUGH FLOORS OR ROOFS. " 5. For ooua-pixe*a" epv"wiling fe from the sate side. e'KW plate j
we 60 2 RM 3 ROWS 2 ROWS 2 ttp115 2 ROWS 2 t� ilt1911 irl9itle face of beam. � I
6. THE GENERAL CONTRACTOR SHALL BE RESPOMSIBL£ FOR THE COOROiNK JN OF THE WORK OF ALL TRADES,' THE MEANS AND ME714005 OF S. To mnni7e teeoNss issr swmbers sha�00 ontr W used+Ors+boric ore apvred
CONSWWTION, AND rW FIELD VERIFICATION OF ELEVATIONS AND LWMEIV90NS. tY O.C. t2'of 24'ace slat t2'15 2�'o.c. t2'o.c edss a '101ay the W
2 505 760 505 t 0 t S 500 995 7. Four fte tiwrrlMe rwYlt M btibd a otloolyd waa Ceases hem hots ales,
7 NO STRUCTURAL ELEMENTS SHALL BE PENETRATED, NOTCHED, McODlW, OR CUT W/TFKI/T THE EXPRESS APPROVAL OF THE DESIGNER. 3 380 570 3W 760 375 745 a. nr i0�rand be so i .if op; "+ hmps,
8. ALL STRUCTURAL MATERIALS SHALL BE INSPECTED AND/OR T1� ED IN ACCORAAINCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE - 9. Strew ors UP w5 wda«Slmwa+strorne,SOS InA , per mowfactwer hstruabna ;
BUILDING CODE 4 Not Perntlesd 340 675 330 665 O Os tr mr 3•t 0.Su TO momount hangem
ess fo3-*ono" Me°nsul ap OM sides ofosern.
9. THE EXISTNG CONDITIONS NOTED ON THE DRAWINGS ARE COMPILED FROM THE BEST AVAU.ABLE IN'FORMAT/ON AND ARE NOT INTENDED TO
LIMIT THE SCOPE OF 7HE WORK. THIS CONTRACTOR MAY ENCOUNTER PREWOUSLY UNDISCOVERED STRUCTURAL CONDITIONS DURING DEMOLITION 1 3/4"Multiple Plies 1 3/4' + 3 1/2" 3 1/2' 0(Bolts) dt F (Screws) \
OR CONSTR(KTION ANY COND1710AIS AT VARWKE WITH THE DRAWINGS SFNLL BE BROUGHT TO THE ATTENRON OF THE DESIGNER AT ONCE IT 2 PLY 3 PLY 4 PLY 4 PLY 2 PLY 3 PLY 2 PLY TWO PONS 12'O.C.
IS THE RESPONSIBILITY OF THE CONTRACTOR TO INVESTIGATE ALL PERTINENT STRUCTURAL CONOl17ONS TO DETERMINE AND PROVIDE TEMPORARY 12A Cwmsctien) (30 Caw bm) (4C Comwction) (4E Conneclon) (2A Coauction) (3C Caved-) (4E Cwractim) Top mootSUPPORT DURING CONSTRUCTION. -® I
.}jA19119 . DESIGY LOAD
1. GROUND SNOW LOW 30 PSF
2 WIND SPEED 110 WH 4 'Appr h fDce
J. RESIDENTIAL FIRST FLOORS 40 PSF maunt�rs may4. RESIDENTIAL SLEEPING ROOMS 30 PSF A(Noils) do f(Screws) B(Nails) de) C (Bolts) E (Screws) be Sla& eta See
5. UNINHABITED ATTICS 20 PSF TWO ROWS I Oit TWEE Rays t2'oc Two Rows 24 K.aC.SUGGO O-_ to baiN
cequirernenLs -/
6. RESIDENTAL DECKS 60 PSF r-ty o,c.-t t(e 2'oft �y B
I ALL FOUNDATIONS SHALL BE SUPPORTED ON UNDISTURBED GRANULAR SOIL OR COMPACTED FILL HAVING A CAPACITY OF 2000 PSF ALL
ORG4NIC MATERIAL, TOPSOIL, LOAD, OR PLAT _%4LL BE EXCAVATED FROM UNDER NEW FOLWL14TVNS AND REPLACED WTTH1 COMPACTED F7" -- - -
2. ALL FOUNDATIONS SHALL B£AT LEAST 4'-0'BELOW THE LOWEST A9.14CENT SURFACE SUBJECT TO FREEZAVC
3. THE GENERAL CONTRACTOR SHALL M4INTAAV CONTROL OVER GROUNDWATER TO KEEP ALL EXC4VA17ONS DRY DURING CONSTRUC770N
CONCRETE SHALL NOT BE PLACED AGAINST WET OR FROZEN SOIL
4. COMPACT£° STRUCTURAL FILL SHALL BE GRANULAR MATERIAL COMPACTED TO 95X DENSITY. FIBERSTRONG BEARING STIFFENERS WEB STIFFENERS JOIST SPACING BELOW PLUMBING
5. EXISTING FOLIN64TKWS SHALL NOT BE UNDERMINED FOR THE PLACEMENT OF UTILITY LINES RIM BOARD CLOSURE �
CpNC £R Vertical boll tra-der=00 fN
1. ALL CONCRETE SHkL BE A 9%W WECHT. 3/4"AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.2. STEEL REINFORCING 84RS SHALL CONFORM TO ASTM A6/5, GRADE 60, DEFORMED. ALL BARS SHALL BE LAPPED 40 DIAMETERS UNLESS GOP{1/4'
NOTED OTHERWDSE ON THIS D AWIN G WELDED WIRE FABRIC SHALL CONFORM TO ASIR A185, _�
3. NO ALUMINUM CON101W SHALL BE r,4ST INTO CONCRETE eGPWW p
4. M/ANMUM CLEAR CONCRETE COVER OVER REINFORCING STEEL (FROM TIES TO FACE OF CONCRETE): fbag" 0 / 0
0t b
FORMED CONCRETE EXPOSED TO EARTH, WEATHER. OR WATER 2' bead is 2'± 941w{pl vaW,0%b4)
CCWCRETE PLACED AGAINST EARTH 3' W silt lit n .�
TOP SURFACES OF PAVING SLABS 1" POWs I&
5. NEW CONCRETE SHALL BE CURED USING PLAS77C SHEETS, FREE WATER. OR SPRAY-ON CURING MEMBRANE ON UNFORMED SURFACES. in` Si9M 92E' ULS %Iprs Wh � �
o�g
INTERIOR SLABS SHALL RECEIVE SMOOTH TROWEL FINISH. FORMS SHALL REMAIN IN PUCE UNTIL THE CONCRETE IS SUFFICIENTLY STRONG TO GR PO 23/32' ' 3-10d top%V of joet
TOLERATE REMOVAL Of' FORMWORK WITHOUT DAMAGE. 0p 40 7/B' ,}-i00 / Brtbf w*CO(S.
�:.� � rro�e.
6. USE 2-/5 AT ALL RE-ENTRANT CORNERS OR OPENINGS IN SUBS AND OLLS.
7 DETAILS NOT INDICATED ON DRA07NGS SHALL CONFORM TO ACI J15 DETAVLING MANUAL AND CRSI CODE OF STANOAR0 PRACTICE GPI 65 1/2'+ 112' 3-16d Dmch Eels when W*
8. ALL CONCRETE 84SDCNT WALLS SHALL BE CON77MMS FROM FOUNLW)TON TO UM)ERSIDE OF FIRST FLOOR.
9. NO 84CKRLL SHALL BE PLACED AGNNST NEW FOUNDATION WALLS UNLESS THEY ARE SUFFICIENTLY BRACED. SUFFICIENT BRACING MEANS 140,60 W+1/2' 3-10d
THAT THE BASEMENT OR CRAWL SPACE SLAB SHALL BE IN PLACE AND THE TOPS OF WALLS ARE HELD IN PLACE BY FLOOR FR4MNNIG OR 1 1/2' 3.12d
TEMPORARY BRACING. 1J2'#at*
'Minmun widlb 2 5/i6'
r)d*W top aid r fn u�more
It otim 2't / Jit00 AN!dbare#di
Bd ttois td 6'm osetc
the taa oanotttbe6,bA s wUls was d wrist ormaMN iw amb
1. ALL WOOD CONSTRUCTION SHALL BE SECURELY AND CONTIAVWSLY FASTENED TO SUPPORTING ELEMENTS BELOW WOOD BEARING ON fbmS6ee� initedMW 91/2, 11
CONCRETE OR M4SONRY FOUNDATION WALLS SHALL BE ATTACHED WITH ANCHOR BOLTS OR EXPANSION BOLTS TO PREVENT LATERAL rim rft"#ff itifl6W*"W -
DLSPPIACEMENT. ALL WOW POSTS SHALL HAVE METAL CONNECTORS TOP AND BOTTOM ALL FLUSH FOAED JIr7157s SrWt BE CONNECTED WITH lases ��"i to dw V*dgad 111I 14
MFTAL FINGERS. ALL ROOF RAFTERS SHALL BE SECURED WITH METAL HURRICANE ANCHORS AT EXTERW OVFRFNNGS. 1 1 M ffay be ow W b r to
2. 0000 /N CONTACT WITH CONCRETE, OUTDOORS, OR IN MOIST CONDITIONS SHALL BE PRESERVATIVE PRESSURE-TREATED. ill" REQUIRED a1010�
TO BE NON-COMBUSTIBLE SHALL BE FRE-RETARDANT PRESSURE-TREATED. -
3. STRUCTURAL LUMBER AND MANUFACTURED WOOD SHALL MEET OR EXCEED TH£ MINIMUM REQUIREMENTS OF THE FOLLOWNG TABLE.
OMU£NSIOY LLAN$£R SHALL BEAR THE GRADE STAMP OF A GR40INC AUTHORITY RECOGM D /N THE NATIONAL °ESOV SPECIf7CATMON OF THE I
AMEMCAW FOREST AAID PIPER ASStOClARW'
------ ------- --- -
I1� �1drel�c I- OAK I IM re (PSI F, (PSI)F, (PW)1 £ (PSI
DIMEAWN LUMBER ,FOISTS, BEAMS T64f7FRS NO, 2 NONE 775 70
I (snorer) - 575 1,100,000
DIMENSION LUMe1ER POSTS rf STUDS "Sa,,,,, STUD ivr NONE
NEniF ex 70 � lOL7Io00
---_ ._-_� - __. - ____ _._ __ __ i .- - -�- - �-- -- r,Roo olr1D I
DIMENSION LLNif R M XT CONDfWAS NO. 2 875 - -- +- -- '-.-__-
raa D st2undEtetr raalE rfz f4O0
LAMNtAIED VENEER LUMSFA BLILT LIP BEAUS MANUFACTURED 1.8 £ AM'.WE 2600 ?d5 I � I
_-�_-- ---_i- 14tX) J 80A�0D0 I Structural Integrity Engineering Group,Inc.
-_- � 11 Sakm St.,Suite 2
i Medford,MA 02155
4- CUTTi1NG AND AAOTCHNNG OF STRUCTURAL WOOD MEMBERS IS NOT PERMITTED EXCEPT BY THE EXPRESS DIRECTION OR WRITTEN PERMISSION 781-391-3022
OF THE OESASAV o 0 0
5 SrUO "Mr WALLS SHALL ENV£ BLOCKING BETWEEN STUDS FOR EVERY 4 FEET Of HEIGHT ALL STUD WALLS ARE TO BE SHEATHED ° o 0 0 0
BOTH S&)ES WITH PtYW1061D OR GYPSUM WALL BOARD UNLESS SPECIFICALLY NOTED OTHERME IN7FRSECJ7NG EXTERIOR STUD WALLS Sl64U BE o 0/ a
SECURELY FASTENED TOGETHER AND THE BOTTOM PLATES THROUGH BOLTED, ANCHOR BOLTED, OR METAL STRAP CONNECTED TO °0 0 0 0
SUPPORTS 8fLOW THE INT£RS£C77ON TO SAFEGUARD AGAINST UPLIFT AT EACH LEVEL.
0
6. WOOD FRAMED FLOORS S44L HAVE BRILOG/NG OR SOLID BLOCKING FOR EVERY 8 FT. OF SPAN. STRUCTURAL ADHESIVE SHALL BE USED °
BETWEEN JOSTS AND SUBFLOOR, IN ADDITION TO AWUNG o ° o 0
0
7 FASTEAM FOR WOOD CONSTRUCTION SHALL CONFORM TO THE fiE00WMENTS OF rHE FOLLOWING STANDARDS: ° ° 0 C 0
NAILS FOR LUMBER AND SHEARWNG M4SS. BUILDING CODE APPENDIX C 0 0 0 0
TWLfS FOR METAL CONNECTORS: MANUFACTURERS RECOMMEA)477ONS
� I
STEEL BOLTS AND rHR£AOED STOCK.- ASrU A307 °
SFRUC74W ADHESIVE ASTMI DJ498 (Pt-400 AND LIQUID AWLS LN-902 CONFORM TO TINS Sr"ARD)
GALVAMZED OR STAINLESS STEEL FASTENERS SHALL BE USED AT EMNIOR OR MOST CONDN77ONS AND AT ALL PRESSURE-TREATED LUMBER.
8. STRUCTURAL W000 PANEL MNTERALS SHALL CONFORM TO THE REQUIREMENTS OF THE APA-ENGINEERED WOOD ASSOCATAON AND SHALL 6MgrpU uM L
BEAR A STAMP INDICATING THICKNESS, SPAN RATING, AND TYPE PLYWOOD SFN WET
ET OR !EXCEED ME MINMM IM REOUWAIENTS OF THE fk.3470
FOLLOWING TABLE AND SHALL BE ERECTED WITH TIME FACE GRAIN PERPENDICULAR TO SUPPORTS
__ TYPICAL JOIST-BEAM CONNECTION
� ANCHOR
�_ _ _ SPAN �"�"G �I (NOT FOR USE AT LEDGERS) TYPICAL POST-BEAM CONNECTION TYPICAL HURRICANE ANCHOR +-1-
SLWLOORS SILNPD-l-FLOOR i 14 0.C.
I EXTERIOR 1MLL.S kMTED SHEATHING '/? -- .32/-`6--- - - _ £XTERM -- PLAIN i
ROOF SHEATHING j RATED SHEATHING 5/8' J2 / 16 EXTTfRIOR PLAIN
9. LUMBER AND PLYWOODD DELIVERED TO THE JOIR SITE SFNLL BE PROTECTED FROM MUD. ICE, WATER, AND SNOW, AND SMU BE STORED
Off THE GROUND N A MANNER TO PRESERVE THE STRAIGHTNESS OF THE PIECES
10. NO PART*-HEIGFIT STUD WALLS OR CePPLE NULLS SHALL BE USED TO SUPPORT ANY STRFUCR#W LW, I °
11. WOOD I-JOISTS SHALL CONFORM TO THE REQUIREMENTS FOR PERFORMANCE-RATED wove I-,r 6 s'OF THE APA/ENGINEERED WOOD
ASSOCAT".. ALL I-JOISTS SHALL BE REINFORCED AT BEARING ENDS ACCORDING TO THE ONUFACTORER S RECOMMENDATIONS, NO NOTCHES
OR HOLES SHALL BE MADE IN THE TOP OR BOTTOM RAW'CS OE I-JOISTS. HOLES THROUGH WEBS SHALL BE CUT PER MANUFACTURERS
RECOMMCNOA77ONS. o \\
i
NO. REVISION DATE
°
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I o I
CLIENT-
°� �''�• 1 i LEW15 Residence
173 Wirseshoe lane, + '
Simpson St,ong-Tie ��-
MIT414 Simpson Strong-Tie Centerville MA 02632
MlU
TYPICAL HOLD-DOWN ANCHOR SCALE: NONE
TITLE STRUCTURAL NOTES &
DETAILS
DATE: MAY 7, 2008
i
• i
MI('HAEL A. JIMERSON A.I.A.
AR('114I1'EcTURE & INTERIORS
193 Horseshoe Lane
Centerville. MA. 02632
508 775-42164 I
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