HomeMy WebLinkAboutBLD-17-001619 (27 Newfield Lane)SUMMARY OF CONSTRUCTION REQUIREMENTS
5fANPARP FRAMING CONNCC1ION MQU!t\rM%f5 ,
FO LO 1J PEQU! MMNTS OF TAPILM 2 FROM MCM MANUAL;
PLOOR CON15112UC110N MOUIMMENf5 ;
F1R5f TvVO J015f PAY5 OF THE FLOOR FRAMING PROM EACH GAPLE ENP
f0 PE PLOCKMP VAIN fJl CLOCKING OR 2x LUMPEP 4 -ft ON CENTER FOR
TI -E LEND N OF THE J015f. 51-icATH!N6 fO Pc NAILED IN ACCORWNCE
4"fTH 7-i k%1- 2 (8d N&5, 6" 5PACING AT frE E126E5 AN11712" 5PACIN6 IN
THE FEW),
EXR!OR 1Aih lQU!REA�Et'r5:
ALL EXTERIOR WALL 51105 fO PE 2& AT 16" ON CENTER, THE POUMP
I OF 117LATE5 ON THE MXT MOP WA115 fO NAVE A MAXIMUM 5PLICE LENGTH
Of 2 FEET ANP 5PLICE5 0 PE NNL W WITH 8-16d NAIL5 IN ACCO�PANCE
iV STH fAOLE 6 IN TIE WrCM 110/ 6 POOKI ET,
ROOF FRAMING ITQU!" M%r5 ,
PATER CONWC11ON f011�E TOP PLATE MQUIM5 51MP50N 1-12:5A,
HUI&CAN'E CLIPS WITH 2X I� OCKING DE1UvEEN JOIST PAY5 TOE HALED f0
Thr RM T ER AN!0 for 1F'LAS W1TN 7-I0d N&5 PER PAY, IF 6LOCKIN615
NtJf PE51�P, 51MP50N H-IOA OP H -14A HUnPICANc CLIP5 CAN DE
5!D5TITUT t? ANP IN51&L,Ep ON EVER( PAFTMR WTHOUf FLOCKING, ALL
' CLIP5 f0 PM IN5f&L IN ACCOPPANE WITH 5INIP50N MQUIMMEW5.
` COL.LAR 11E5 Am MQUIRCP IN THE UPMT THIRD OF THE ROOF msk5
PNP Anti TO DE NAILEP WITH (5) IOd N&5 PER 51PM OP U5E 51MP50N
L5rA 18 5TRAP5 FROM RAFTER TO RAFTER OVER THE RIDGE POAGP,
ROOF 5 EATHING TO PE NAILED 0N6 8d OR EQUIVALENT NAIL5 6" ON
CENTER AT 7HE EDGES, 6" ON CENTER IN THE FIELD, THE FIR5f TWO PAY5
FErI MN RAFTERS ARE MQUIRMP fo FE PLOCKEP 4 FFEf ON C%Tff AT
All 6Af31. E MNP5 PEP THE WFCM,
LI:XMIfAf!ON5 ANP CONTP.ACfOR M5PON5113ILITIE5
frE CONTRACTOR MU5T REFER fO THE TADLE5 ANP FI6UM5 WITHIN TIE
Vv'FCM 110 MPH EXP05UM P DOOKLMf FOR IL�U511ZAVON5 AN17
QU!k�i'AENTS 196CU55:12 WTHIN H15 5UMMARY, PLL CONNEC110N5 ANP
NPdLIN1G MU51 MEET TrE REQUIREWNf5 HEREIN ANP A5 Ll U5TPATEP IN
TrE FOOKLEf IN ORDER TO DE IN COMPLIANCE WITH THE PUILPING COPE,
TrE CONN CTO? 15 RE5PON5101,E TO E1\15Ui'ti ALL CONNEC1101\15,
NAP INC, ANP ANCHOR POI -5 M VI5IDLE TO THE I1\15RECTOR AT THE TIME
OF fmr, FRAMING IN5PEC110N/ FOUNPAiION iN51MC1101\1,1111;
CONTRACTOR MU5f RMPMMNCM THE 51N",PS011 STRONG 1 E C-2014
CATALOG POP\ Al 5TP.AP, HANGAR., ANP -M IN5TALLA110N MQUIF\W%T5
ANP LWifAT10N5, TH15 POCUWKT ANP THE ATfACHWNT5 A5 WELL A5 A
COPY O' 7HE 'J1FCM DOOKLEf MU5T ACCOMPANY ALL 5ET5 OF PLAN5
SXMIfIfP TO TW FUILPING PEPWMMnJf ANP 1551P TO THE
COM'PjkCTOR/ 51PCON KfOPS UNLE55 THE PLAN5 AM UPPASI? WTH
NOr5 ANP GMf&5 THM rj,�FLECT THE mQU!rrMENf5.51'A11;P IN TH15
POCUMyNf ANP AffACHM% 5
fpAU5 A5 AIPP
211
YANOU l 7-i) ANA,
AWC Guide to Wood Construction
SHEET.
in Nieh
Kind k�as: 110 mph Wind Zone
SCALE: NONE
Massachusetis CheCkIist for Compliance
(780 CMR 5301.2.1.1)
T
1.1 5CO'B
LOo 2 7-P N G WiV L CO"JIvEC.TIONS
WIND 5PEEp (3-5MC, 61,15f) IIO M'i N
X
LAf'r-M ( # 16d COMMON NALS 2
WINO BXP05119 CAZ6X0 P
x
--
1
! g� . P :N'u 1':Tr L CON CiIONS
I
' P. SIYL ( # 1,4d COMMON NAIL5) 2
—
x
1,2 APPLICADIU7Y
110N '- AMING WALL OFENI%5
NlUNJ3MMOF5(OMIMS ! T'KE5525T0tE5
X
ifAty--A^o 9 ft O ir.s!!-R
X
MOOF PITCH 7:12 :512:12
X
_L PL ATM 5rAN6 9 O m 5li ?
X
MMPN k00F FEIG!if 15 ft :55Y
x
U-1- WE!GHf 5TU75 a
X_
—
P1ILGING WI!7'li i• W 26 ft 5 80'
K
NrJ C r 05A054 V41- CrMNINGS
PUILPING LENGiH, L 5T R 5 80'
X
I0 :vrr-F SPPN5 6 ft O in, 512-fi.
-T-ft
X
PUILPING ASPECT PAHO (L/ W) 1.42;1 5 3;1
X
51:.L RAM 5FAN5 O _ m. 512-f"
X
NOMINAL H;IGHf OF %LE5f OPENING 710" 5 618"
X
FILL WIC If 5W5 (NO, OG 51U125) 3
X_
EXt!10 VI"PM 5LVAIIHN6 TO M -55T LFLFTA:v9 %^ A 51..M i.yti:GU6 Y
13 FRAMING CONNECTIONS
"A'N:Uhi. PiJIVING 04%510N (W)
ONIERAL COMPLIANCE WTH FRAMING CONN'EC110N5
X
14-�'O:tf OF TALLE5T OrFNING 7'0" 5 6B"
X
5rfAII INC 11IFE W51
X
2,1 FO�A2A110N
EPGM I':A1
FOUNPA110N WA 15 MEET MQ, OF 780 CMR 5404,1-CONCF-rIM
_X_
RLP NAL 5Pf r!?dG 12 in,
_ x_
9 -P -AR. CONNECTION ( # i6d/ ft) ?
X _
2,2 ANCHORAGE TO FOUNPAiIONI,3
PrRCtNlr r i.!.-Ifla f 51fCATrI`vU 44 />
_ X_
518" ANCHOR POLT5 IMPE1712E12 OR 5/ 8" PROPRIETARY
i
5'/. POP OCcN`NGS > 6'8"
X _
MECHANICAL ANGa5 A5 AN A SkNA11VE IN CONCMt ONLY
laallAL'M DU7 17NG GLJ i'S ON <L7
(
! Gr'f 9, TAL F5 OP MN!NG 6'i:" :5 n c5`
—X
POLI5PPLING-GENERAL 60 in,o.c.
X
%rATH!MrA-,IT A157X
—
POI T SPPLI!JG FMOM MN"J/ YJNf OF PLATM 9 in 5 6" -12"
X
ECg- NAaL 5PAC.NG r ;n:
—.
PO-TEMEEi7hcNlf-CONCMTE 7 vi.27"
X
Ft`!rIKAl ITA 064 12 in
X_
FLATM WASPEM (FIG 5) 07 X 3" X z"
X
5�r" XtNlmllCt'ON ( # 16J/ fc) 4
_- X
PEP.CMN'iu-L�i�i"�ATN,JG :o %
Y_
3,1 FLOOMS
-5Y FOPOMN1155 > 6'8"
_X__
FLOOR FRAMING MEMPER 5PAN5 CFECKMi7
X
Wr,L c 7?ING
MAXIMUM FLOOR OPMNING 17WEN510N O R:512-11
OK
!'AtP fCr WXV9 5! 7--,P?
X
FULL TIGJ1f WALL 5TU75 AT FLOOR OPMNING5
Al AP^, "OVAL WA? 1,5 A: l CG" W .P 17E516M 5-FAEOAL5l:5-'-?
N `o
LM55'MAN 2' FROM EXTEM!OM WALL
MAX, PLOOR J015f 5MACK5 5UMOUN6
I 5J MOOF5
LOAF PeM NG OR 9fAR WN -L5 N/A R 5 d
N/.A
I ROC FMS.4G MEMPMR n'.h J5 CFECKEY✓?
X _
Wv (. CANi1LMV MP J015T5 SLIPPOR iNG
ROT? o4Z-1,,ANG I
X
LOAD PMAPJNG OR 9f AM WALI.5 N/ A ft <_ d
NIA
1;35` OP I?Ar -� CC\r, GT CCJS AT LOAD PEA"INC WALL
FLOORPRALINGATENGWALL5
x
rpc lcIAJFyCOy".uCfor5
FLOOk 5IEATHIN6 fM
x
I LFLIFf U- 255 p!`
x.
FLOOM 5WATHIN6 1HI M55 3/ 4 n,
XLg1MPAL
L- 176 pl`
X
FLOOR 5IWATH 46 FA5IMNINI6
51.-f Ar 5- 77 of
X
8 d NNL5 AT 6 in. E17GE / 12 in, rIMLl7
XMlv
r 51i goy (c cc,LAIR TiF5 Nor U5M)) T- 178 Of
X
-- — --
CA! n o LOr✓K R ! ft 5 5M ALLER OF 2 -ft OR LL/ 2
X
--
4.1 WALLS
I " r� p ! R CCSCPOi S AT NON! ? GA 3EAPING W LLS
WALL HEIQ tf
0fPRYCDNNGT✓RS
LOAF MMINGWALL5 6 ft 510'
X
I T
N/A
NON LOAI7PEAMING WA L5 12 R 520'
X
i LA c'.AL( #Ibd COM'Voil NNLS)
N/A
WALL 5TU2 SAPLINGb .ln. in, 5 24" v c.
XE
C x 7-V* ?61^=1- V0
x
WALL 5rOMi' Orf5ET5 N/ A It S d
N/ A.
ROi r :, A.`N'SG 1P0,0,55 1/ 16 In, Z 7/ 16" W51'
X
Mil APiwGFAS N!NG 8d 616
-
X
a 2 I XT NOR WALL53
NOTES
WOOQ 51U25
1. -1145 G-PTtl ?f `,} i L M`1- ' : IN IT5 GNKI rr I Y TO COMPLY VATH iFE M aUiM:tAEN'r5
OF
LOA✓PEApING WPLL5 21 6 ,? 6 in.
X
780 CiAM 530 ;, c,'A !. E 7-E 0 ECKLiST l5 Mcf IN Ifs EN'r�tY TIEN frf F OLLCMNIG
NON PEAkING WN 1-5 2 x 6 IZ ft O ;n.
x
h': v S;Pgk ` N J"at.3 OOAN5 M NOf "QURE� PER rrE V9CM 110 MaN G 17'c;
LADLE EN!7 WALL WALING
d. 5T'EL 51TAP5 rM NQI? 5
FULL 0641' MNPWAJ,L 5W5
x
1 6, 1v u%E CITAP5 PER FIQ,.r'' i!
0YP51LIM CMILING LMNGTH 100 % 2:0.9w
X
c: U f 5 MAPS P F FTs Kc 14
I X 3 CEILING FUTING 51MIP5 @ 16" 5PACiZ VATH 2 X 4
1 d,
FLOCKING @ 4 ft. 5PACIN6 IN MNP J015T/ 1065 PAY5
X
a. C Ek SPUD VOP 120,:^JS PEk Hm 181% P: J;2 F!nK- I8M
DOU 1 M TOP PLATE
Z i^ -v- POf*G"151 j PA c !N FXiEPOR W.ALL5 5HAl PE A MINIMUM 2 IN.
N0M!lkI Al
5MICE LMNGTN 2 ft
X
5PLICM CONNEC11ON ( # 1617 COMMON NA5) 8
X
3. c G EN1 ;St Sf P�;?rd L C0':Kik110N 78121- FOR 5 PKA'IPLL CONS ?Y_rG?:
THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY T1y55E-- 5j I AND WAS BASED ON THE FLOOR PLANS AND
ELEVATIONS PROVIDED. ANY CHANGES
TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THE
REQUIREMENTS OUTLINED IN THIS DOCUMENT NULLAND
VOID AND COULD RESULT IN NON-COMPLIANCE WITH THE
REQUIREMENTS OF THE WIND DESIGN.
TOWN OF YARWiOUT!H
REVIEWED FOR BUILDING AND ZONING CODE COMPLI
ANCE. ERRORS OR ONP !,v&0h!S DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSiBiLIlY OF 'AS BUILT'
COPY
�!6
FILE COPY DATE: (7 a9 ✓-r�
BUILDING OFFICIAL
A CERTIFIED AS BUILT IS REQUIRED
BEFORE FINAL INSPECTION
SHEARWALL PANEL NAILING SCHEDULE
67 '%' pLNN0017 NNLEf7 NhM 8d COMMON 016&VANI9D PDX KNL5 Ar
12 6"O,C, AT TFE N995 AMP I2" O.C. IN TIE FIEU7,
4 %211 PI.MOOP NA1LE7 WITH 8d COMMON OM 6ALVANIZEI2I3OX NAL5 AT
r11211 4"O.C. AT a N795 ANJ 12" O.C. N THE FIEL19.
3 1%,21' PLYJ0017 NAIL- I2 W1iH 8d COMMON OP CXVANIZE7 PDX NAT -5 A:
ZI2 3"O.C. AT 1148 EI9G155 AW 12" O.C. IN"FIELR
NOTE : FOP FLYWOOP 5EPR WALL5 U5SP APOVE, 8d COMMON OR
GALVAN v Pox mAL5 - (0.131 x 2Y'7 , GUN NIAIL5 MATCHING TIE N4L
171AhTtER ANP LENGTH MAY PE U5MP P5 A 51357 LUTE,
NOTE :PLL PLYdOOP TO PE RUJ WNCAL FROM 51LL PLATE TO At
LEAST Z" Iwo THE Swot' FLOOR PDX ON Nd0 5fORY PUILPING5 OR TO
114; DGLIP E TOP PLATE IN 51OX 5TOR T3'JI1,19IN65. ' USE 2 ROW5 OF
N1A1L5 51`AaP 3" ON CENTER 5TA60-n AT 1Yf TOP AW L30TTOM OF
EACH PLWIOOP 5-EET PER Flag 4 IN TIE Cl-rr-M Sf,
SOLE PLATE CONNECTION SCHEDULE
CONNECTiO_N TO FLOOR RIM BOARD
WALL TYPE SOLE F!ATrE CONNECTION TO RIM BOARD
6 IZ (3) -16d COMMON NAILS PER 16"
4 (3) -16d COMMON NAILS PER 16"
3 (4) -16d COMMON NAILS PER 16"
12
CONNECTION TO CONCRETE FOUNDATION
FOUNDATION SILL PLATE CONNECTION TO CONCRETE
�F DIA. ANCHOR 601-7-5 Al- 60" O.G.
NOTE: ANGtIOI? 60LT5 PEPrPfNGED A60V1: IO 62 fie" 0lAtlET2R X307
51 -EM -ANCHOR 601-7-5WTH>" x 3" x q" ?L4T,aWX5HP95V/ITHT' mNiw i
E176f0firW INTO GONGRPiC.
SHEARWALL CONSTRUCTION
I - ALL %rAMWALL5 TO HA1 G VaftE TOP PLATE5 ANTI POUDILM 2X 5!11175 AT EPL1i
END OF 4E WCL,
2 - FPLM ML !70U3LM TOP MA95 W/ Ibd Idn1L5 AT 16" O.C,
3 - NAJLING OF 5 tATMNG TO PE cowfl U:l7 ABOVE AW MLOW ALL OFENIN65 IN
5 fAONALL,
4 - AfTACH DOUPLM 2X 5TUG5 ANP PULE -U' CORNMR 511125 AT 5VfArWALL EM25 WITH
(2) 16d NNL5 Af 6" O.C. FOR AfiIC/ 5ECON7 M00P 9IEAMWAL5 ANI? (2) Ibd
N1A1L5 AI -41' O.C. 5TA6MI9 FOR FIR5T FLOOR 5FEAMWPLL5,
KING AND JACK STUD REQUIREMENTS
X K , X J # OF KING ANP JACK 5fUP5 AT OMNIN65, U5E 2K, IJ IF NOf
NOTED OTHERiMSM
LU
o_
l.lZ
LLI
0
IX
is..
N0. REVIS!ON/ISSUE I DATE
PROJECT ADDRESS:
27 NrlI rrlEW LN
YAkMOLtlli, UA
3 i �F
MIKE ZEE,
ENGINEERING'
CONSULTANTS
srmetural civil -"nvironmmlal
1279 MILLSTONE ROAD
BREWSTER, MA 02631
(774) 353-2144
JOB#: 16274
SHEET.
DATE: OB -02-2016
CS f .Q
SCALE: NONE
07 /V 6(t -) le
CHECKLIST SHEARWALL CONSTRUCTION
I, FROM fAVLE510 AN7 II MMM MANUAL 110 MPH EXP,13 ANG LOCA11ON OF WALL
9'iAT1IND ANG VUILGING ASPECT RATIO, DETERMINE PEPCENf Fll L FEIGNi 51 EATHING
AND NW, SPACING MQUMEW5
2, WOOD 5 R'JGTLE& PANL5 5F&I.13E MINPAUM 11TCKNE55 OF 9/ 16" ANG VE
INSTALLED A5 FO"LOW5:
a, PANEL5 SHALL VE IN5fALLE6 WITH 51'n M6fl AX15 PARALLEI. TO 5TLV5.
k ALL H MIZON% JOINf5 %N-1, OCCUR OVER AND M NAILED TO FRAMING.
c. ON 51NGLE 5T0RY CON5TMVION, PANEL5 SHALL VE A7fACIfP TO VOfTOM
FLATE5 ANG TOP MEMOEP OF THE DOIDLE TOP PLATE,
A ON TWO 5TOPY CON5MVION, [PPER PANEL5 SHALL VE AffACWt? TO TH:
TOP M"cM3ER OF THE IPPER GOLN3LE TOP PLATE ANG f0 HAND JOIST Af
VOff0A4 OF PANEL. UPPER ATTACHMENT OF LOWED PANEL 5HIAJ:L VE MATO
HANG J015T ANG LO'fR ATTACHMENT MAM f01,CAE5T PLATE Af FIP5f FLOOR
FRAM.'NG,
c, HORIZONTAL NAIL SPACING AT DOLMr TOP PLAT c5, VAND J0155ANG
6!PDE15 SHALL Vc P, DOLME POW OF 86 STAGCEW AT3INGhE5 ON CENTER
PER rlCd.�E5 9I,OW, VERTICAL ANG HORIZONTAL NAILING FOR PANEL
ATTACHMENT
l/ERTA::tw AND HORIZONTAL NNUNG FOR PANEL A77-AGHMENT'
WHENTH/5 EDGE RE5T5 ON
FRAMING USE 89 NNL5 AT G"oc.
1 I
�r
w
PLATE R7MDOAJ'D
c �
Q� I �~
11
v
�
DOUDLEEDGE
- PAVEL NAIL SPAGING
I
I
I
O
u
l01,1,_
° 1, 1
°
PANjL
� o ��
- r
'� � FRA'7/NG MENDERS °
EDGE INTERMEDIATE
I
}
E
(IN5/DE FAGS OFWALL)
p 0000 O O. O ° °
° ° °
C2) -2x6
� PtrhlL'L EDGE 3 r!in
I
PAVEL
DOU6LEDGE SPADING DETNL
STRUCTURAL RIDGE REAM
1,5rA5TM 16"O.C.
(PER GSN)
POOF SHEATHING
I RIDGE VOAPD/ VSAM
(5) -IOdMA 5
c EACH ENG i
5EE ALTERNATE
ROOT RAFTER PER PLAN
ALTERNATE - ATTACH OPP051NG RAFTEP5
VELOW PIGU VMM OR RIDGE VOPM WITH 2 x 4
COLLAR 11E A5 5NOWN, RIDGE 5fM5 NOV
lEQUPEr7 W4EN U51NG ACOLLAR TIE.
RAFTER TO TOP PLATE
PROFILE VIEW
ROOF SHIEATHNG E4MAS/
GE NALING
2X MOCKING VETWMN
RAFim (NOTCH FOR
VMT1LAIION IF r-QUIPEG,
REFER TO AlahTC11M
PLAN5 FOP MORE INFO.)
MOC ( INSTALL PRIOP TO
DLOCKING AND PLVWOGD
DOSHEATHING) ALTERNATE; HZA
OF SHOWN ON PLAN)
ELEVATION VIEW
RQOP MTER
2111111111116 M MEIN I'll PLAN
PAFTEP5 (NOTCH FOP
VENTILATION IF MQUIMD, E176E NAILING
WEEP TO ARCHITEGTUPN-
PLAN5 FOR MORE INFO.)
GOUVLE 2X TOP MATE-\_
H25A (IN5fALL PRIOR fO
MOCKING AN7 PLYWOOD
SHEATHING) ALTERNATE, H2A 2X5TUDJ/ I
SHEAR' ALL HOLDDOWN SCHEDULE
SECONDFL RAND INTERIOR HOLDDOWNS FOUNDATION HOLDDO
(1) - C516 COL 5TPAP VJ/ (26) 8d 131 x 2Y2 LONG) NAILS WITH 5TPFrr APPLIED HDU4-51752,5 W/ 55020 ANCHOR VOLE �courv��rNruormmPOUR, ATTACH fO FOUNDATION
O 10 i ®
171MCILY 2X FVAA,11NG WhAMIZ5. PPOV F 0i TI'E NUMVER OF NAL5 5PVOFLG W/ APPLICAVLE ANG IMMATE. USE g MEN AW FUN VOLT AND
Af EACH EW OF 5VAn, CUf 5AN I, 5LOI IN FLO I ' NG ANG AffACH 5TPAJ' fO THREADED POG INTO FaP
LVL VERA OR LVL VLOCKINU IN VETMEN TJ FLOOR JOTS , LOOP FMA,I% 6EL0VJ.
1 CONNECT V,OGCI% TO fJl J0I5f X35 WITH 1115 412 FADE MOLT11 " 6rr, PROVIDE5VIA4 FOUNDA DOWN 5TPAP5 FOR APA PORTAL WAAL5, 5EE Tf-1001' FOP
VALY,ER V-OCYJNG IN TJ J015T W@V PER b1AffACMk'5 5PMIFICAT1O.. I4 AGGI110 NSTRUC110N Mf&5, Af(ALH HaPGAN5 t0 FOUNDATION FORMWORK
WI ROPRIATE ANCHORMA95 PRIM fO POUR.
(2)-C5!6COL 57-RAPW/ (26) 8d (03x1x2Y2"LONG) M1,5Wild5TVPAPP Li
O2 D ;!r:CTi.Y TO A FRP:h^,NL! VE.W. - . PrOVI DE HALF GF THE NUMOER or R A.111,5 5PECIF"-G MU14-51752,5 ATfAClf6 TO 6x6 GOUGLA5-FIR P05T W/ 5VIx30 PNCWJR 601 T PLP. D
Af EA0i Eh!D 9 AP. CUf SIAALL SLOE IN FLOOR S EATNING Pt.D AtrACN STdAP fO VEFOPE POM ATTACH fO FORM W= WITH APPLICAVLE AN'CHORMATE, U5E CM I"
LVL VEAY,, OR L%t VLOC(ING IN VETWEEN 7JI FLOOR 19.5f5 IN FLOOR rUA%G fJW, C ER NUF OETWEEN ANCHOR VOLT ANG I" THREA17E6 ROD INTO HOEDOWN,
CON',rCf'3LOC{NC TO 7-.A J015f 4','EWNTH HU5.412 FACE TAOU`df lvvnA f
HACK P VLOQ I"J TJI 501:'7 WEV PER MANLPPCTLER'S SPECIFI ONS.
LEGEND
y EPn "JALL YPr lO A�AJALI NOLnDOVW T1 rE i P PMOMZ ffAkANA 1. COWL N � PI YtN OHI; AN19 C3 XW
OPENING WTH NAILING ACCOWING TO 5PECIFIE6 fV 1, TYPE.
I .`.A:N i i u !iv" - -E3- - SI EAPNALL X K, X J # OF KING AND JACK 5TU75 AT OPENINGS
APA PORTAL MALL DETAIL (NOT TO SCALE)
A'A
(SUBSERVIENT TO APA TT -100F BY THE ENGINEERED WOODASSOCLA77OAQ
RIM00
PLATE R7MDOAJ'D
DOUbLE7-0P
SHEATH/NG FICLER
C1F1.'EOUIRED)
T =
M1N. �" X l!-1/4" tfEAD�,P Ok A5 SP�GIPf
- r
L5TA24 57 -PAP
rTYPKJL,R_TCKTO PLh'JMR:+PC..fir f!cMf?!RL'IXltzrn[NfSJ
L 4 STRAP CLNSIDE PAGE OF
(IN5/DE FAGS OFWALL)
FASTENTOPPLATE7-0
V'tLL) , [1.'7-0(2)2x6
C2) -2x6
HEA0ERT0(2)-2x6
iiEADEPW" (2) P0115 OF 16d
FA57-EIN/ 5tffAT ATO HtADER
0
51IVKER NA25 AT �" G.G.
WITH, 8d G0/7/70N OR ED
FOR AP/WEL SPUGL
NO. REVISION/ISSUE
DLX /,//Vl rV �' G�'ID : T
CIF NEEDED), FANEL
A5 SHOWN AND ,G. IN ALL
EDGDS 5HALL 6E
2x6 FPN7IN6
FRAMING (5 D5, 0L-OGKING AND
BLOCKED, NJD
1f5/ ' STrPUGTUh'A1_
5/LL5 P.
OGGU,PWIMIN 24" OF
-111P I N
PANEL 517cATtihVG
Ymmoum, tm
EIGHT OF W/11-/-,
PLATEWASHER
DLOGK HALL DF
STHDI4 Mol -DOWN
NNLEDWITH Gd
'
S/NKERS
14 STrD14 HOLD e
1 • o
DIAAVGHOP DOLT ; ,
C7" I71N, EMpEDMENT)
�5/01
ELjffVIV-1
: t LENT FRAME CONSTRUCTION DETAIL (EXAMPLE ONLY, NOT TO SC )
FLl Gil PL 1 1� (IJ 5T8EL 2"x !;"tN' CZ) LVL l'"x Il�g° GLN5_ U N NOTES;
PI-ATPRO✓ z PLf E A".� LD DA5E PLATES TO VERTIGAL
MOME'f CG:*JE�TIr "Jp IOMENT E
TUBE STEEL P05T5, i'05T5 TO .
FA ATORTO
PP.O:':DE Dc7h GONNEGTION. DE A7-rAGl1ED TO GONGRETE
FAHRIGAT O FOUNDATIONWITH T,IREADED
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1279 MILLSTONE ROAD
BREWSTER, MA 02831
(774) 353-2144
JOB#: 16-274
SHEET
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DATE: 00-02-2016
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MCKENZIE
ENGINEERING
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<nt-ural -clul emir uunrnurl
1279 MILLSTONE ROAD
BREWSTER, MA 02831
(774) 353-2144
JOB#: 16-274
SHEET
Csi .11
DATE: 00-02-2016
SCALE: NONE
a
4'-6' 9-s•
NOTE:
SET TOP OF NEW FOUNDATION
WALL SO THAT NEW FINISHED FLOORS
ALIGN WITH EXISTING.
(FIELD VERIFY, ADJUST AS REQ.))
Maw
T-0"
LL
3-3"
12'-0"
2-P.T'D2x8SILL WISILL SEAL
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ACCESS PANEL 3'-0" 2'-6"
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-DROP TOP OF FOUNDATION
@ DOOR OPENING
DOWEL NEW FOUNDATION WALL TO EXISTING
CONCRETE FOUNDATION WI2- 951N GROUT
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GARAGE
4" CONCRETE SLAB WI6 x 6 W.W.M.
REIN. ON 3 MIL. POLY. VAP. BARRIER
PITCH TO DRAIN
8' CONCRETE FOUNDATION WALL 001
518"0 ANCHOR BOLTS 69'0.C. AND @
l'-0" FROM EACH CORNER AND 6" FROM
M.O.
-20'x 10' CONTINUOUS
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@ DO TOPFOUNDATION
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9'-6•
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2x
BY
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—,
OF 5(8" LAG BOLTS @ 16" O.C. STAGGERED
EXISTING CONC.
FOUNDATION
EXISTING CONIC.
FOUNDATION
LECTRIC
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6 1
FOUNDATION & FLOOR FRAMING PLAN
SCALE: 1/4" =1'-0"
14'A'
4 x 6 P.PD POST N —
POST BASE (TYP.)
12'0 CONCRETE FILLED
SONOOTTUBBEE
S
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12" 0 CONCRETE
SONOTUBE
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500 PSI MIN
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X2#5§CONT
x
0
F-
2x8 P.TO. SILL WI SILL
CONCRETE
SEALER
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2 #5's CONT.
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T VAPOR CURB
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TM
1. FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED SOIL, SAFE 7.
STRUCTURAL ENGINEER RESPONSIBLE FOR ANCHOR BOLTS, HOLDDOWNS, STEEL BEAMS,
1. ALL CONCRETE WORK AND REINFORCING BAP. DETAI:S SHALL CONFORM
5. PROVIDE BAR SUPPORTS, SPACERS AND ACCESSORIES RECOMMENDED
BEARING OF 2 TONS PER SQUARE FOOT.
STEEL COLUMNS AND FOOTINGS
TO THE LATEST A.C.I. CODE AND MANUAL.
BY THE A.C.I. DETAILING AND MANUAL. ALL DETAILING NOT COVERED
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2. MINIMUM PROTECTIVE COVER FOR REIN'FCRCEMEN.S UNLESS CTHERW".SE
BY THESE NOTES SHALL BE IN ACCORDANCE WITH THIS SAME MANUAL.
AND NO CONCRETE SHALL BE PLACED IN WATER.
PROVIDED FOR:
B. FORMS SHALL BE CLEAN, BRACED AND PROPERLY TIED TO PREVENT
3. NO FOOTING SHALL BE PLACED ON FROZEN SOIL, NOR SOIL WITH
NOTE TO CONTRACTOR: G.C. TO CARRY ALLOWANCES ON FOUNDATION
A. CONCRETE PLACED AGAINST EARTH, 3°
r
N
UNKNOWNS. G.C. TO FIELD -
S. FORMED CONCRETE EXPOSEDTO EARTH, WEATHER OR WATER, 2"
7. MINIMUM CONCRETE STRENGTHS ( DAYS):
4. WHERE IT IS NECESSARY TO RAISE THE GRADE BELOW SLAB, FILL SHALL
VERIFY EXISTING CONDITIONS OF FOUNDATION AND STRUCTURES ABOVE TO PROPERLY
ADJUST YOUR BIDS
C. FLOOR, SLABS ON SAND, GRAVEL OR STONE FILL, 1-1R"
D. FORMED SLABS, TOP AND BOTTOM. 314'
FOOTINGS, FQUNDATIONS 8 INTERIOR SLABS 3,000 PSI
F-
o:
FOUNDATIONS
27 NEWIELD L.0,1E
CONCRETE
TM
1. FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED SOIL, SAFE 7.
STRUCTURAL ENGINEER RESPONSIBLE FOR ANCHOR BOLTS, HOLDDOWNS, STEEL BEAMS,
1. ALL CONCRETE WORK AND REINFORCING BAP. DETAI:S SHALL CONFORM
5. PROVIDE BAR SUPPORTS, SPACERS AND ACCESSORIES RECOMMENDED
BEARING OF 2 TONS PER SQUARE FOOT.
STEEL COLUMNS AND FOOTINGS
TO THE LATEST A.C.I. CODE AND MANUAL.
BY THE A.C.I. DETAILING AND MANUAL. ALL DETAILING NOT COVERED
2. ALL EXCAVATION AND FOUNDATION CONSTRUCTION SHALL BE DRY
FAVORABLE FOR CONSTRUCTION.
2. MINIMUM PROTECTIVE COVER FOR REIN'FCRCEMEN.S UNLESS CTHERW".SE
BY THESE NOTES SHALL BE IN ACCORDANCE WITH THIS SAME MANUAL.
AND NO CONCRETE SHALL BE PLACED IN WATER.
PROVIDED FOR:
B. FORMS SHALL BE CLEAN, BRACED AND PROPERLY TIED TO PREVENT
3. NO FOOTING SHALL BE PLACED ON FROZEN SOIL, NOR SOIL WITH
NOTE TO CONTRACTOR: G.C. TO CARRY ALLOWANCES ON FOUNDATION
A. CONCRETE PLACED AGAINST EARTH, 3°
BULGING OR MISALIGNMENT DURING PLACING OF CONCRETE.
EVIDENCE OF CLAY, DECOMPOSED OF OTHER DELETERIOUS MATERIAL.
UNKNOWNS. G.C. TO FIELD -
S. FORMED CONCRETE EXPOSEDTO EARTH, WEATHER OR WATER, 2"
7. MINIMUM CONCRETE STRENGTHS ( DAYS):
4. WHERE IT IS NECESSARY TO RAISE THE GRADE BELOW SLAB, FILL SHALL
VERIFY EXISTING CONDITIONS OF FOUNDATION AND STRUCTURES ABOVE TO PROPERLY
ADJUST YOUR BIDS
C. FLOOR, SLABS ON SAND, GRAVEL OR STONE FILL, 1-1R"
D. FORMED SLABS, TOP AND BOTTOM. 314'
FOOTINGS, FQUNDATIONS 8 INTERIOR SLABS 3,000 PSI
BE PLACED IN B' LAYERS COMPACTED TO 95% OF ASTM D1557, METHOD
3. ALL CONTINUOUS REINFORCING BARS SHALL BE LAPPED 30 DIAMETERS
EXTERIOR SLABS AND WALLS 4,000 PSI
D, PROCTOR TEST.
AT SPLICES AND AT CORNERS UNLESS OTHERWISE SHOWN. TERMINATE
8. CONCRETE SLABS SHALL BE PLACED IN ALTERNATE PANELS NOT TO
5. WIRE MESH IN SLABS ON GROUND SHALL BE LAPPED 8' ON ENDS AND
BARS LABELED' CONTINUOUS' WITH STANDARD HOOKS. LAP
EXCEED 1,000 S.F. UNLESS APPROVED OTHERWISE BY THE ARCHITECT.
EDGES.
CONTINUOUS TOP BARS AT SUPPORTS AS REQUIRED. RENFORC!NG
:SHALL BE ASTM, A615-GR60, STRAIGHT, TIED AND CLEAR OF FORMS,
6. PROVIDE A MINIMUM OF 6" WELL COMPACTED, CLEAN, COURSE SAND AND
GRAVEL UNDER ALL SLABS AFTER TOP SOIL HAS BEEN REMOVED.
4. ALL NECESSARY SLEEVES AND INSERTS SHALL BE FURNISHED BY THE
VARIOUS TRADES IN FULL COOPERATION WITH THE CONTRACTOR.
iFT
CONT. KEY
O • • 3#5's CONT.
FOOTING
FOUNDATION DETAIL
SCALE: 112" =1'-0"
518" 0 ANCHOR BOLTS @ 60'
O.C. ITYP)
. FNDN. WALL (2) P.TD 2 x 6 SILL WI SILL SEALER
i •e. e
z - 2#5's CONI'.
NEW CRAWL SPACE
I - —I 8" P.I.P. CONC. FOUNDATION WALL
(3500 PSI MIN.)
#4 DOWELS @ 18' O.C.
2 #5's CONT.
,i
9)4 rC' CONC. DUST COVER
o COMPRESSIBLE FILLER
�•�' - ONT. KEY
0. FT'G. 3 #5's CONT.
FOOTING
FOUNDATION DETAIL
SCALE: 112" =1'-0"
i
T
27 NEWIELD L.0,1E
YARMOU I H, MA
TM
4• CONC. SLAB W167VAP.
THOMAS M. SIMKIN'S
REINF, ON 3 MIL. PBARRIER
(714)209-0911
thomas_simkinsgmsn.com
DATE:
COMPRESSIBLE FIL
REV 1
SEPT. 20, 2016
a,°.
ADDITION AT:
27 NEWIELD L.0,1E
YARMOU I H, MA
TM
DESIGN
THOMAS M. SIMKIN'S
10 CRANHAVEN CR.
HARWICH, MA 02645
(714)209-0911
thomas_simkinsgmsn.com
DATE:
AUGUST 4, 2016
REV 1
SEPT. 20, 2016
AS
EXISTING CONDITIONS
LIST OF DRAWINGS ill
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FOUNDATION (FIRST FLOOR
FRAMING PLAN &DETAILS
A2
FIRST FLOOR PLAN; DETAILS
A3
EXTERIOR ELEVATIONS
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EXTERIOR ELEVATIONS
A5
SECTIONS; ROOF FRA'AHNO PLAN I
AS
EXISTING CONDITIONS
-518' 0 ANCHOR BOLTS @ 60'
O.C. (TYP.)
-(2) P313 2 x 8 SILL WI SILL SEALER
-2 #5's CONT.
NEW CRAWL SPACE
P.I.P. CONIC. FOUNDATION WALL
(3500 PSI MIN.)
#4 DOWELS @ 18' O.C.
2 #5's CONT.
7" CONC. DUST COVER
Oh -l. KEY ISLE FILLER
B.O�FT'G. � �' ° ON.. KEY
MIY N.4'-0"BELOW 3A's CONT.
GRADE
FOOTING
FOUNDATION DETAIL
SCALE: 112" =1'-0" RECEIVED
SEP 2 1 2016
HEALTH DEPT.
SHEET NO.
R
iV
m
4'-0.
9,-0.
12'-0"
m.
FOUNDATION /FIRST FLOOR
NOTE:
ea
I
SET TOP OF NEW FOUNDATION
2-P.TD2x8SILL WlSILL SEAL
I
WALL SO THAT NEW FINISHED FLOORS
-. -
I 1=1 I I=1
ALIGN WITH EXISTING.
-
•
(FIELD VERIFY, ADJUST AS REQ.)) —
— — — — —
BY THESE NOTES SHALL BE IN ACCORDANCE WITH THIS SAME MANUAL.
.
V-0"FROM EACH CORNER AND 6' FROM
P.I.P. CONC. FOUNDATION WALL.
EXISTING CONC.
•
a,
A. CONCRETE PLACED AGAINST EARTH, 3'
I
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I 3. NO FOOTING SHALL BE PLACED ON FROZEN SOIL, NOR SOIL WITH
24'hx36'WINSULATED I
B. FORMED CONCRETE EXPOSED TO EARTH, W°-ATH'R OR WATER 2'
-
ACCESS PANEL
EVIDENCE OF CLAY, DECOMPOSED OF OTHER DELETERIOUS MATERIA -1.
CONCRETE FOOTING.
C. FLOOR, SLABS ON SAND, GRAVEL OR STONE FILL, I.1!2"
LECTRIC
. "
BEARIN
DE G
z
PANEL -
WALLABOVE
BE PLACED IN8"LAYERS COMPACTED TO 95% OF ASTM D1557,METHODEXTERIOR
L — @DOOR OPENING
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.
a
LINE OF$OLIDBLOCK
-
2
-- — @ MID SPAN.(TYP.) — ---- I "-
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APRON-
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1
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q, ALL NECESSARY SLEEVES AND INSERTS SHALL 9EFURNISHED BYTHE
IIIS
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GRAVEL UNDER ALL SLABS AFTER TOP SOIL HAS BEEN REMOVED.
°
M, O..
COMPRESSIBLE FILLER.
M.O.
.
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EXISTING CONC,
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_ CONCRETE FOUNDATION Wl2-#5IN GROUT
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SONOTUBE
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GARAGE
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4' CONCRETE SLAB W/fix 6 W.W.M. FLRN.
I I REIN. ON 3 MIL. POLY. VAP. BARRIER. - — (3) 2 x 8 GIRT —
PITCH TO DRAIN _ —e..—\.— —
- - `— L°.LLY COL PP.)
I EXISTING FULL
A5
F=OUNDATION & FLOOR FRAMING PLAN
SCALE: 114" = T-0"
BASEMENT
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PLACE FOUNDATION
F
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III—III 4-CONC. SLAB Wl6x6 W.W.M.
REINF. ON 3 MIL. POLY. VAP.
BARRIER
ANCHOR BOLTS @60' O.C.
° P.I.P. CONC. FOUNDATION WALL
42E (3500 PSI MIN.) -
459 X#5's3#6sCONT.
OWaS@18'O.C.
`4 CONT.
CONT. KEY
' FOOTING -
FOUNDATION DETAIL
SCALE: 112" =1'-0"
I
51F O ANCHOR BOLTS @ 6P
0.0. (TYPE)
T..FNDN. WALL - (2) P.TD 2 x 8 SILL W7 SILL SEALER
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FOUNDATIONS
DATE:
m.
FOUNDATION /FIRST FLOOR
I
ea
I
1. ALL CONCRETE WORK AND REINFORCING BAR DETAILS SHALL CONFORM!
5. PROVIDE BAR SUPPORTS, SPACERS AND ACCESSORIES RECOMMENDED
I
2#6s CORT. -
18" CONCRETE FOUNDATION WALL W1
I 1=1 I I=1
I I.
'
•
500 ANCHOR BOLTS 60" O.C. AND @
2. MINIMUM PROTECTIVE COVER FOR REINFORCEMENTS UNLESS OTHERAIISE
BY THESE NOTES SHALL BE IN ACCORDANCE WITH THIS SAME MANUAL.
.
V-0"FROM EACH CORNER AND 6' FROM
P.I.P. CONC. FOUNDATION WALL.
EXISTING CONC.
•
M,O,
A. CONCRETE PLACED AGAINST EARTH, 3'
FOUNDATION
I 3. NO FOOTING SHALL BE PLACED ON FROZEN SOIL, NOR SOIL WITH
20"x10"CONTINUOUS
B. FORMED CONCRETE EXPOSED TO EARTH, W°-ATH'R OR WATER 2'
-
94 DOWELS @ IF D.C.
EVIDENCE OF CLAY, DECOMPOSED OF OTHER DELETERIOUS MATERIA -1.
CONCRETE FOOTING.
C. FLOOR, SLABS ON SAND, GRAVEL OR STONE FILL, I.1!2"
LECTRIC
. "
DROP TOP OF FOUNDATION Al
z
PANEL -
BE PLACED IN8"LAYERS COMPACTED TO 95% OF ASTM D1557,METHODEXTERIOR
L — @DOOR OPENING
3. ALL CONTINUOUS SREINFORCING BARS SHALL BELAPPED 30DtMIETERS
.
a
�
-
AT SPLICES AND AT CORNERS UNLESS OTHERWISE SHOWN. TERMINATE
8. CONCRETE SLABS SHALL BE PLACED IN ALTERNATE PANELS NOT TO
BARS LABELED "CONTINUOUS' WITH STANDARD HOOKS. !AP
EXCEED 1,000 S.F. UNLESS APPROVED OTHERWISE BY THE ARCHITECT.
_
5. 'A^:RE!AESH IN SLABS ON GROUND SHALL BE LAPPED 8' ON ENDS AND
rACONCRETE
APRON-
' CONS. DUST COVER
ii EDGES.
-
3,3"
9.-0,
T-3'
q, ALL NECESSARY SLEEVES AND INSERTS SHALL 9EFURNISHED BYTHE
o
GRAVEL UNDER ALL SLABS AFTER TOP SOIL HAS BEEN REMOVED.
••
M, O..
COMPRESSIBLE FILLER.
A5
F=OUNDATION & FLOOR FRAMING PLAN
SCALE: 114" = T-0"
BASEMENT
CONCRETE BLOCK FIRE
PLACE FOUNDATION
F
JvTr 2r8PTD. SILL WI SILL
.k:2#5sCONT.
R
ORCURBESSIBLE FILLER
T.. FNDN. WALL - - -
�]
GRADE ` ..
III—III 4-CONC. SLAB Wl6x6 W.W.M.
REINF. ON 3 MIL. POLY. VAP.
BARRIER
ANCHOR BOLTS @60' O.C.
° P.I.P. CONC. FOUNDATION WALL
42E (3500 PSI MIN.) -
459 X#5's3#6sCONT.
OWaS@18'O.C.
`4 CONT.
CONT. KEY
' FOOTING -
FOUNDATION DETAIL
SCALE: 112" =1'-0"
I
51F O ANCHOR BOLTS @ 6P
0.0. (TYPE)
T..FNDN. WALL - (2) P.TD 2 x 8 SILL W7 SILL SEALER
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FOUNDATIONS
DATE:
m.
FOUNDATION /FIRST FLOOR
GRADE
STRUCTURAL ENGINEER RESPONSIBLE FOR ANCHOR BOLTS, HOLODOW'NS, STEEL BEAMS,
-
1. ALL CONCRETE WORK AND REINFORCING BAR DETAILS SHALL CONFORM!
5. PROVIDE BAR SUPPORTS, SPACERS AND ACCESSORIES RECOMMENDED
EXTERIOR ELEVATIONS -
2#6s CORT. -
-
I 1=1 I I=1
I I.
'
2, ALL EXCAVATION 410 FOUNDATION CONSTRUCTION SHALL BE DRY -
NEW CRAWL SPACE
2. MINIMUM PROTECTIVE COVER FOR REINFORCEMENTS UNLESS OTHERAIISE
BY THESE NOTES SHALL BE IN ACCORDANCE WITH THIS SAME MANUAL.
.
P.I.P. CONC. FOUNDATION WALL.
6. FORMS SHALL BE CLEAN, BRACED AND PROPERLY TIED TO PREVENT
NOTE TO CONTRACTOR: G.C. TO CARRY ALLOWANCES ON FOUNDATION
A. CONCRETE PLACED AGAINST EARTH, 3'
(3500 PSI MIN.) -
I 3. NO FOOTING SHALL BE PLACED ON FROZEN SOIL, NOR SOIL WITH
-
B. FORMED CONCRETE EXPOSED TO EARTH, W°-ATH'R OR WATER 2'
94 DOWELS @ IF D.C.
EVIDENCE OF CLAY, DECOMPOSED OF OTHER DELETERIOUS MATERIA -1.
VERIFY EXISTING CONDITIONS OF FOUNDATION AND STRUCTURES ABOVE TO PROPERLY
C. FLOOR, SLABS ON SAND, GRAVEL OR STONE FILL, I.1!2"
°
2#55 CONT.
ADJUST YOUR BIDS -
z
F00T MGA, FOUNDATIONS 81NTEPoGR SLABS 3,000 PSI
BE PLACED IN8"LAYERS COMPACTED TO 95% OF ASTM D1557,METHODEXTERIOR
3. ALL CONTINUOUS SREINFORCING BARS SHALL BELAPPED 30DtMIETERS
.
a
�
-
AT SPLICES AND AT CORNERS UNLESS OTHERWISE SHOWN. TERMINATE
8. CONCRETE SLABS SHALL BE PLACED IN ALTERNATE PANELS NOT TO
BARS LABELED "CONTINUOUS' WITH STANDARD HOOKS. !AP
EXCEED 1,000 S.F. UNLESS APPROVED OTHERWISE BY THE ARCHITECT.
_
5. 'A^:RE!AESH IN SLABS ON GROUND SHALL BE LAPPED 8' ON ENDS AND
CONTINUOUS TOP BARS AT SUPPORTS AS REQUIRED, REINFORCING
' CONS. DUST COVER
ii EDGES.
SHALL BE ASTM, A615-GR60, STRAIGHT, TIED AND CLEAR OF FORMS.
•
6. PRO':NDEAMINIMUM, OFB' WELL COMPACTED, CLEAN, COURSE SAND AND
.
q, ALL NECESSARY SLEEVES AND INSERTS SHALL 9EFURNISHED BYTHE
o
GRAVEL UNDER ALL SLABS AFTER TOP SOIL HAS BEEN REMOVED.
••
COMPRESSIBLE FILLER.
.
.!t
CONT. KEY-
BA.FPG.
-
FOOTING
3#5's CONT.
�I
FOUNDATIONS
DATE:
CONCRETE
FOUNDATION /FIRST FLOOR
- I, FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED SOIL, SAFE 7.
STRUCTURAL ENGINEER RESPONSIBLE FOR ANCHOR BOLTS, HOLODOW'NS, STEEL BEAMS,
-
1. ALL CONCRETE WORK AND REINFORCING BAR DETAILS SHALL CONFORM!
5. PROVIDE BAR SUPPORTS, SPACERS AND ACCESSORIES RECOMMENDED
EXTERIOR ELEVATIONS -
BEARING OF 2 TONS PER SQUARE FOOT.
STEEL COLUMNS AND FOOTINGS
TO THE LATEST A.C.I. CODE AND MANUAL.
BYTHE lLCJ. DETAILING AND MANUAL. ALL DETAILING NOT COVERED
AS
2, ALL EXCAVATION 410 FOUNDATION CONSTRUCTION SHALL BE DRY -
FAVORABLE FOR CONSTRUCTION..
2. MINIMUM PROTECTIVE COVER FOR REINFORCEMENTS UNLESS OTHERAIISE
BY THESE NOTES SHALL BE IN ACCORDANCE WITH THIS SAME MANUAL.
AND NO CONCRETE SHALL BE PLACED IN WATER..
PROVIDED FOR:
6. FORMS SHALL BE CLEAN, BRACED AND PROPERLY TIED TO PREVENT
NOTE TO CONTRACTOR: G.C. TO CARRY ALLOWANCES ON FOUNDATION
A. CONCRETE PLACED AGAINST EARTH, 3'
BULGING OR MISALIGNMENT DURING PLACING OF CONCRETE
I 3. NO FOOTING SHALL BE PLACED ON FROZEN SOIL, NOR SOIL WITH
UNKNOWNS. G.C. TO FIELD
B. FORMED CONCRETE EXPOSED TO EARTH, W°-ATH'R OR WATER 2'
EVIDENCE OF CLAY, DECOMPOSED OF OTHER DELETERIOUS MATERIA -1.
VERIFY EXISTING CONDITIONS OF FOUNDATION AND STRUCTURES ABOVE TO PROPERLY
C. FLOOR, SLABS ON SAND, GRAVEL OR STONE FILL, I.1!2"
7. MINIMUM CONCRETE STRENGTHS (28 DAYS):
4. WHERE l71S NECESSARY TO RAISE THE GRADE BELOW SLAB, FILL SHALL
ADJUST YOUR BIDS -
D. FORMED SLABS, TOP AND BOTTOM. 314'
F00T MGA, FOUNDATIONS 81NTEPoGR SLABS 3,000 PSI
BE PLACED IN8"LAYERS COMPACTED TO 95% OF ASTM D1557,METHODEXTERIOR
3. ALL CONTINUOUS SREINFORCING BARS SHALL BELAPPED 30DtMIETERS
SLABS AND WALLS 4,000 PSI
D, PROCTOR TEST.
-
AT SPLICES AND AT CORNERS UNLESS OTHERWISE SHOWN. TERMINATE
8. CONCRETE SLABS SHALL BE PLACED IN ALTERNATE PANELS NOT TO
BARS LABELED "CONTINUOUS' WITH STANDARD HOOKS. !AP
EXCEED 1,000 S.F. UNLESS APPROVED OTHERWISE BY THE ARCHITECT.
_
5. 'A^:RE!AESH IN SLABS ON GROUND SHALL BE LAPPED 8' ON ENDS AND
CONTINUOUS TOP BARS AT SUPPORTS AS REQUIRED, REINFORCING
ii EDGES.
SHALL BE ASTM, A615-GR60, STRAIGHT, TIED AND CLEAR OF FORMS.
`
6. PRO':NDEAMINIMUM, OFB' WELL COMPACTED, CLEAN, COURSE SAND AND
.
q, ALL NECESSARY SLEEVES AND INSERTS SHALL 9EFURNISHED BYTHE
GRAVEL UNDER ALL SLABS AFTER TOP SOIL HAS BEEN REMOVED.
VARIOUS TRADES IN FULL COOPERATION WITH THE CONTRACTOR.
FOUNDATION DETAIL
SCALE: 112" =1'-0"
ADDITI014 AT:
27 NEWFIELD LANE
YARMOUTH, MA
I'M s
ESIGl
THOMAS M. SIMKINS
10 CRANHAVEN CIR.
HARNVICH, MA 02645
(774)209-0911
thomas_simkins@msn.com
DATE:
AUGUST 4, 2916
FOUNDATION /FIRST FLOOR
FRAMING PLAN & DETAILS
A2
FIRST FLOOR PLAN; DETAILS
A3
EXTERIOR ELEVATIONS -
A4
T.O. SUB FLR.
(MATCH EXI5PG)
6'8' O ANCHOR BOLTS@ 60'
O.C. (IYB)
T.O. FNDNWALL .(2)P.T02s8SILLWl SILLSEALER
<' T.O. S (gzra e) -
2#5's CONT
NEW CRAWL SPACE
4' CONC. SLAB W16x6 W.W.M.
REINF. ON 3 MIL POLY. VAP. '8 P.I.P. CONC. FOUNDATION WALL
BARRIER (3500 PSI MIN.)
COMPRESSIBLE FILLER . #4 DOWELS@ 18' O.C.
"• 2#5's CONT. -
T CONC. DUST COVER
aF i
COMPRESSIBLE FILLER
B.O�FPG. ONT. KEY -
Idi'Y N, 4'-0'BELOW 3#5's CONT.
.. GRADE
1' 8
FOOTING
FOUNDATION DETAIL
3 _ -
SCALE: 1/211 -1-0i "
x SHEET NO.
Tits. ,_ d1 a LAI
.4
LIST.OF DRAWINGS
Al
FOUNDATION /FIRST FLOOR
FRAMING PLAN & DETAILS
A2
FIRST FLOOR PLAN; DETAILS
A3
EXTERIOR ELEVATIONS -
A4
EXTERIOR ELEVATIONS !
A5
SECTIONS; ROOF FRAMING PLAN
AS
EXISTING CONDITIONS
T.O. SUB FLR.
(MATCH EXI5PG)
6'8' O ANCHOR BOLTS@ 60'
O.C. (IYB)
T.O. FNDNWALL .(2)P.T02s8SILLWl SILLSEALER
<' T.O. S (gzra e) -
2#5's CONT
NEW CRAWL SPACE
4' CONC. SLAB W16x6 W.W.M.
REINF. ON 3 MIL POLY. VAP. '8 P.I.P. CONC. FOUNDATION WALL
BARRIER (3500 PSI MIN.)
COMPRESSIBLE FILLER . #4 DOWELS@ 18' O.C.
"• 2#5's CONT. -
T CONC. DUST COVER
aF i
COMPRESSIBLE FILLER
B.O�FPG. ONT. KEY -
Idi'Y N, 4'-0'BELOW 3#5's CONT.
.. GRADE
1' 8
FOOTING
FOUNDATION DETAIL
3 _ -
SCALE: 1/211 -1-0i "
x SHEET NO.
Tits. ,_ d1 a LAI
.4
26 -0 -
DECK
9'-0" ADDITION 12'-0'
t I BATHILAUNDRY REUSE EXISTING
DOUBLE D.H. WINDOW -
LINE OF RIDGE-----1EXTERIOR FINISH 2z10P.TD LEDGER FASTENED Wl2
WALL SHEATHING,- ROWS OF 516' LAG BOLTS @ 16' O.C.
ALUM. CAP STAGGERED
T - P.TD. 514'x 6'S P.M. DECKING (TYP.)
OR WINDOW V - -... ----_. _. __ —. FLASHIJG@ _
I I I DECK RAILING SEE DETAIL -
I I
21A2 T.O. DECKING TO MATCH
I _ EXISTG TOP OF FIN, FLR.
2-x6EXTERIOR �____- =7
STUD WALL (TYP.) -� ~ CONTINUOUS STEP �\� -
Tx 3' I ON V P.TD. SILL WI
SHOWER - .n I I REUSE EXISTING SLIDING iEALER— P.713.2x8'S@12"O.C.
U.
j�o(i(1J) DOOR UNIT. .RET DECKJOIST(TYP.)
V ROOM v'v I NEW DECK DATION JOIST HANGERS BY S14PSON
- VAULT DCEI<IING DN (TYP. EACH END OF DECK JOIST)
alA5 ----- ---- c==—=--i--_H--__
al iv W D{jJ I
0
5112 3'-2" - 3112" 5'-9" 3 112" I
m II I ;"-- - --
LEDGER DETAIL
BA /LAUNDRY 2866 PKT.
;
2 z 2 I EXISTING OUTDOOR SCALE: 112" =1'-0"
m R5 ¢ �s E..-----�- -G-----U SHOWER l -
6
I COLLAR TIES j (RELOCATED) ;
r4y ----------------
LIN. � I i ABOVE
DN. 514x6P.TDTOPRAIUN
511" 61-61, 3 2$" � REF. ___r_>�ry..!) .. ______________ ' I I/4 \\ ( SCREWED,COUNTERSUNK AND
� PEGGEDT04x4POST(TYP.) TOP OF RAIUNG
I ,
o DN.
JELD WEN 2668. t -
9 LITE ( FIBERGLASS) ! BA ` i 4 x 4 P.TD POST WIAZEK POST
- O I WRAP AND NEWEL POST CAP OREQ.-
' 2x2 P.T.'D BALLUSTERS W -4-
I EX. KITCHEN d� i (�5,T1'e.x O'S R)
EX DINING P.TD.514'x6'G P.TU
I DECKING (TIP)
ADDITION AT:
27 NEWFIELD LANE
YARMOUTH, MA
TMS
DESIGN
THOMAS M. SIMKINS
10 CRANHAVEN CIR.
HARWICH, MA 02645
(774)209-0911
thomas—simkins@msn.com
DATE:
AUGUST 4, 2016
- INFILL EXISTING Fl ; _ - -
OPENING j j TOP OF DECK
tt
GARAGE
Ii I
NOTE:
ON. I -
� w TYPE'X'FIRECODE
a GYP. BRD. @ GARAGE -
a - WALLS& CLG. - -).RAILING DETAIL
_ -
SCALE: 1/2" =1'-07
! ,
INFILL EXISTING - � EX. LIVINGROOM 2x8P.M.DECK
YPJOIST@,2'Oc.T
OPENING EX. BEDROOM .
! 5i4"z6 P.TD
NO.1 I DECKING(TYPICAL _
ALLDECKS)
1; 2-P.TD2xB FASTENEDw/2
RONlS OF 112'THRU BOLTS@
iS'O.C. STAGGERED
I
i
'
9070 OVERHEAD GARAGE DOOR
I
I � � CL' ; SIMPSON JOISTHANHERS
(FIBERGLASS) _ - -
EXISTING GRAOE
- VARIES (J.LF.) i _ .
4x4P.TD POGTWI ABU
_ POST BASE AND POST CAP
BC4 BYSIMPSON
- REUSE EXISTING
D.H. WINDOW JJJJJJ \
JI` RAGE 12'H20 BIGFTESONOTING �� I,
GARAGE I L�----.__ ® Otv BF20 B'GFOOT FOOTING
2
A5 B.G. FrG.
I
-
)RAILING DETAIL
FIRST FLOOR PLAN SCALE: 1/211=11-011
SCALE: 1/4" = V-0"
FLOOR PLAN DIMENSIONS ARE GIVEN FROM FACE OF
STUD TO FACE OF STUD. G.C. (TYPICAL U.O.N.)2[Aj
GRADE ASPHALT
ROOF
SHINGLES(MATCH
EXISTG)
ICU � 12
It
I I:r'T QnP FI F\/ATInN
SCALE: 141
ARCH. GRADE ASPHALT ROOF
SHINGLES (MATCH EXISTG)
1 x 8 WOOD FASCIA PNM
WHITE TO MATCH EXISTG
I x 8 WOOD FRIEZE PAINT WHITE
TO MATCH EXISTG.
EXISTING FINISH CEILING
WOODDENTIL MOULDING TO
MATCH EXISTING. PLANT WHITE
Elz
1 x TRIM TO MATCH EXISTING.
PAINT WHITE
T.O. EXISTING FIN. FLR.
EX CORNER.PAINT HI TO MATCH ❑
T.O. SLAB GARAGEXISTING. PAINT WHITE
18'-0
r- GARAGE ADDITION
CDMIT 1:I r-WATION
EXISTING BRICK CHIMNEY
REMOVE EXISTING ROOF SHINGLES. PREPARE -
ROOF FOR NEW ARCH.
GRADE ASPHALT ROOF SHINGLES.
EXISTING DOUBLE
HUNG V11N00D'N
I'
mffli
---------------- A
---
REUSE EXISTING
DOUBLE HUNG VANDOW-
1 EXISTING �
ADDITION AT:
27 NEWFIELD LANE
YARMOUTH, MA.
WOOD LOUVER TO MATCH
DATE`.
EXISTING. PAINT WHITE
---
8;1 x 3 WOOD RAKE FASCIA,
I X8; I
PAINT WHITE. (TO MATCH
EXISTG)
METAL DRIP -EDGE
(WHITE)
1 x 8 WOOD SOFFIT
1 x 4 CORNER BOARDS TO -
MATCH EXISTING. PAINT WHITE
T.O. EXISTING FIN. FLR.
T.O. SLAB GARAGE
.I�NEW
LOCATION FOR ELEC.
METER.
EXISTING BRICK CHIMNEY
REMOVE EXISTING ROOF SHINGLES. PREPARE -
ROOF FOR NEW ARCH.
GRADE ASPHALT ROOF SHINGLES.
EXISTING DOUBLE
HUNG V11N00D'N
I'
mffli
---------------- A
---
REUSE EXISTING
DOUBLE HUNG VANDOW-
1 EXISTING �
ADDITION AT:
27 NEWFIELD LANE
YARMOUTH, MA.
"I'M s
DESIGN
THOMAS M. SIMKINS
10 CRANHAVEN CIR.
HARWICH, MA 02645
(774)209-0911
thomas_shkins@msn.com
DATE`.
AUGUST 4, 2016
1 !®ldlV l LLL. V a1 1vI a -
SHEET NO.
SCALE: 114" =1'-0"
REUSE EXISTING FRENCH PATIO DOOR.
pAr
EXISTING . -----
OUTDOOR SHOWER
TV ROOM -
I
RIGHT SIDE ELEVATION
SCALE: 114
EXISTING
EXISTING DBL. DH. WINDOW UNIT TO
BE RELOCATED -
_ REMOVE EXISTING ROOF SHINGLES.
PREPARE ROOF FOR NEW ARCH.
GRADE ASPHALT ROOF SHINGLES. 'I .EXISTING
- � OUTDOOR SHOWER -
GARAGE
I
� I
14 - -
I 7
I
I
I
I _
\\ I
I i
ADDITION AT:
27 NEWFIELD LANE
YARMOUTH, MA
Tms
DESIGN
THOMAS M. SIMKINS
10 CRANHAVEN CIR.
HARWICH, MA 02645
(774)209-0911
thomas_sbldns@msn.com
DATE:
AUGUST 4,2016
ARCH. GRADE ASPHALT
ROOF SHINGLES
(MATCH EXISTING) _
NEW WHITE CEDAR SHINGLE
SIDING. 5' T.W. MAX.
(MATCH EXISTING.) -
18' MAX. EXPOSER CONCRETE
em iKmAm"
DECK ADDITION,
REAR ELEVATION
SCALE: 114" =1'-0"
i
SHEET NO.
(3) 2 x
(TYP.)
L
GWAI L -
r--
ROOF MMMING PLAN & CHECKLIST REQUIREMENTS
SCALE: 1/4'= 1 -0"
HEADER SCHEDULE
OPEN WIDTH
LINTEL SIZE
BEARING
3-6"ORLESS
(2)2'x8"
1Y"
OVERS -6-
(2)2"x10"
1X4"
I THRU 6-6"
WHITE ALUMINUM DRIP EDGE..
_
OVERS -6'
(2)13/'x974"LVL
3'
THRU T-6"
-
-
OVER TI
(2)1X4'x11rLVL
3"
THRU 9-T
r
1 OVER 9'$
(3)1X4" x 14' LVL
4Y"
THRU 12'-6"
-
GENERAL STRUCTURAL NOTES:
ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE.
BUILDING CODE, EIGHTH EDITION, 2016 IBC & IEBC.
1. THE CONTRACTOR SHALL SUBMIT TWO (2) COPIES OF THE SHOP DRAWINGS FOR
REVIEWIAPPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. THE CONTRACTOR TO
ALLOW A MINIMUM OF TWO (2) WEEKS FOR REVIEW OF THE SHOP DRAWINGS BY THE
ENGINEER
2. THE GENERAL CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR MEANS AND
METHODS OF CONSTRUCTION AND SAFETY ON THE JOB SITE.
3. ALL DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR IS TO VERiFYALL
DIMENSIONS, ANGLES, ELEVATIONS, ETC. PRIOR TO THE START OF CONSTRUCTION.'
4. CONTRACTOR SHALL IDENTIFY ALL EXISTING LOAD BEARING ELEMENTS PRIOR TO
COMMENCING WORK AND SHALL DESIGN AND PROVIDE SHORING AS REQUIRED TO
SUPPORT LOADS DURING CONSTRUCTION.
5. ALL STRUCTURAL WORK SHALL CONFORM TO THE FOLLOWING CODES AND STANDARDS:
• MASSACHUSETTS STATE BUILDING CODE, 8th EDITION, 201518C & IEBC
■ MANUAL OF STEEL CONSTRUCTION, ASD, 13th EDITION, AMERICAN INSTITUTE OF
STEEL CONSTRUCTION I
• ACI'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318)
• TIMBER CONSTRUCTION MANUAL, 51h EDITION, AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION
■ NATIONAL DESIGN SPECIFICATION INDS) FOR WOOD CONSTRUCTION, 2005 EDITION
• WOOD FRAME CONSTRUCTION MANUAL (WFCM-2012) FOR ONE -AND TWO- III
FAMILY DWELLINGS, AFPA, AMERICAN WOOD COUNCIL
SCOPE OF WORK:
REMOVE EXISTING ROOF SHINGLES. - -
PREPARE ROOF FOR NEW ARCH.
GRADE ASPHALT ROOF SHINGLES.
(TYP.)
— ROOF CONSTRUCTION:
2 x 6 COI TIES @ 32" O.C. 30 YEAR ARCHITECTURAL GRADE ASPHALT
OR LSTA 16 RIDGE STRAPS - SHINGLES ON 112" PLYWOOD SHEATHING ON -
2x10 RAFTERS @ 16" O.C. (TYP, U.O.N.)
4 x 8 FIR COLLAR TIES @ 12
41 O.C.@ 8'-4-A.F.F. 71 HURRICANE TIES BYSIMPSON
2 x 6 CEILING JOIST
MATCH EXISTS.-
DATE:
m'PI
@ 16" O.C.
INSULATION RETAINER
WHITE ALUMINUM DRIP EDGE..
_
1 x 3 OVER 1 x 8 FASCIA
-
-
1 x FRIEZE
SLOPED CEILING
-
FIN.T.B.D.
-
—Ix SOFFIT W/ CONTINUOUS VENTING.
TYP. EXT. WALL CONSTRUCTION:
/ E
ATH/LAUNDRY INDRY
PREQUAL(OMATC-DIPPED CEDAR INGLES BY MAISEC
T"�" ROOM
l;
EXISTING)ON-YV
- OR EQUAL (TO MATCH EXISTING) ON "TYVEK"
AIR INFILTRATION BARRIER ON 112"
VAULTED CEILING
PLYWOOD SHEATHING ON2x6STUDS @ 16"
-
O.C. W1 R-21 BATT INSULATION &
'
POLYETHYLENE VAPOR BARRIER
V OSB RIM JOIST (TYP:)
i,
}} y
LICXX
YY CXX�Y CX tiT
NEW W CONCRETE FOUNDATION
(3) 2 x 10 UNDER BEARING INALI
WALL ON CONCRETE FOOTING
OF FTG. 41 BELOW
R•30 BATF. INSULATIONBOTTOM
GRADE MIN.
NEW CRAWL SPACE
Al
I
CONCRETE FOOTING
I
REF. DETAIL
SECTION
SCALE: 114" =1'-0"
ROOF CONSTRUCTION:
30 YEARA.RCHITECTURALGRADE ASPHALT —\
SHINGLES ON 1.12' PLYWOOD SHEATHING ON�
200 RAFT ERS @ 16" D.C. (TYP. U.O.N.)
HURRICANE TIES BYSiPdPSON ..
(tYP.)
WHITE ALUMi:JUM DRIP ECGE.-1
1 z 8 WOOD FASCIA PAINT '!
WRITE TO MATCH EXISTG.
TYP. EXT. WALL CONSTRUCTION:
PRE -DIPPED CEDAR SHINGLES BY 1.tAIBEC
OR EQUAL (TO MATCH EXISTUJG) ON'tl'VEK'
AIR INFILTRATION BARRIER ON tr"
PLYWOOD SHE -THING ON 26 STUDS @ 16"
O.C. Wl P-21 BATT INSULATION & -
POLYETIMENE VAPOR BARRIER
I
NEW B" CONCRETE FOUNDATION -
WALL ON CONCRETE FOOTING
UNG
BOTTOMOF FTG. 4'1 BELOW
GRADE MIN.
SECTION
SCALE:1(4° =1'-0"
ADDITION AT:
27 NEWFIELD LANE
XARMOUTH,MA
TMS
DESIGN
THOMAS M. SIMKINS
10 CRANHAVEN CIR,
HARWICH, MA 02645
(774)209-0911
thomas-shnkins@msn.com
DATE:
AUGUST 4, 2016
2 x 12 RIDGE BOARD
2 x 6 COLLAR TIES @ 32" O.C.
t2
71
2 x 6'HANGERS' - MATCH EXISTG.
,--WI 5-8d NAILS (EACH END)
2 x 8 CEILING TIES 1 X 8 FASCIAPAINT
WHITE TO MATCH EXISTS.
MATCH EXISTING,I"
FIRST FLRL PLATE
WOOD DENTIL MOULDING TO
OTE lig MATCH EXISTING. PAINT WHITE
j TYPE'X' FIRE CODE I 1 1 x 8 FRIEZE, PAINT WHITE
1 I
GYP. BRIO. @GARAGE I I TO MATCH EXISTING.
- I WALLS&CLG. ( I
3) 2 x 10 HEADER
-- GARAGE --
9(ISTING WINDOW OPENINGS TO
BE INFILLED.
TOP OF SUB FLOOR
]-------------------- - MATCH D(ISTING .
I
4'CONCRETESLAB W/6x6W,W.M.
REIN. ON 3 MIL POLY. VAP. BARRIER
(PITCH TOWARDS O.H. DOORS.)
23''0" I.
GARAGE
SHEET NO.
ESI.
FINISH
N W
lo. E
FINO
FRONT ELEVATION
SCALE: 118" =1'-0"
12
�,*
EX'STING
FM-F 5H CEIL CG
v y
lh
N
_RNISEHISLT0:0R
RIGHT SIDE ELEVATION
SCALE: 11811 =1'-0"
EXISTING BASEMENT FLOOR PLAN
SCALE: 118" =1'-0"
REAR. ELEVATION
SCALE: 118" =1'-0"
CONCRETE PATIO
LNG
FILING
N
STING
LOOR
ADDITION AT:
27 NEWFIELD LANE
YARMOUTH, MA
1VI
DESIGN
THOMAS M. SIMKINS
10 CRANHAVEN CIR.
HARWICH, MA 02645
(774)209-0911
thomas-shrikins@msn.com
DATE:
AUGUST 4, 2016
COSIME
SFCWER
I 1
BATH
t'B�EDRoomT.V. ROOM KITCHEN
DN. — Lose, _
CLOSE,
OM '
A
S WiRV6YlXO&MSIG .
4 grypc PANNE
LIVING RO
BEDROOM i ( BEDROOM
Nol No.2
L. CL.
EXISTING FIRST FLOOR PLAN
SHEET N0.
SCALE:118" =1'-0"