HomeMy WebLinkAbout8 Setucket Rd plan 5SUMMARY OF CONSTRUCTION
REQUIREMENTS
5TANPAPP FpAMING CONNECTION ITQUIt?EWNf5
FOL-LOW PEQUIMMENT5 OF TAME 2 EPOM MCM MANUAL,
SLOOP CON5MUCTION MOUPEWNT5 ;
f IM5f TWO JO15f C AY5 OF THE SLOOP EMAMING FMOM EACH GABLE ENP
TO r3E 1 LOCKEP WITH TJI BLOCKING OP 2x LUMMP, 4-ft ON CENTEM POP
THE LEN611H OF THE J015f. 5H1 Ai11I1\16 TO PF NAILN9 IN ACCOPPANCE
WITH TAME 2 (8d NAILS, 6" 5t'AC ING AT THE E196E5 ANP 12" SPACING IN
THE FIELP)
EXTEPIOM WALL PEQUIPEMENfS
" I6N CENTEP; TIH 0001 E
Al EXTEPIOP WALL STUnS TO It2x6 AT 0
T0P PLATE5 ON THE EXSPIOP WALL5 TO HAVE A MAXIMUM 5PLICF LENGTH
OF 2 FEET ANP 5PLICF5 TO CAE NAIL FP WITH 8-I6d NAL5 IN ACCOPPIANCE
WITH TAGLE 6 IN THE MCM 110/ r� POOKLE ,
POOF EPAMING F�QUII1EMENf5 :
MAETEP CONNECTION TO THE TOP PLATE PWUIPE5 5IMP50N 112,5A
NUPPIC,ANE CLIP5 WITH 2X BLOCKING PETWEEN J0I5T 1,4AY5 TOE NAILEP TO
THE PAl~TEM ANP TOP PLATE WITH 7-I0d NAIL5 PEP r AY, IF r3LOCKINC 15
NOT CE51MP, 5IMP50N N-IOA OP H-14A NUPPICANE CLIP5 CAN 6E
%rC 5fITUTEt? ANP IN5TALLEP ON EVEPY PAETEP WITHOUT FLOCKING, ALL
CLIF5 TO PF IN5TALL IN ACCOPPANCE WTH 51MP50N MOUPEMENT5,
COLLAR 11E5 APE'PEQUIMEn IN THE UPPED 1HIMn 0E THE POOF TEP5 ANI9
APE TO M NAILF12 WITH (5) 10d NAIL5 PEP 51PE 0M LISP 51MFS01\1 15TA
18 5TPAP5 MOM MAETEM TO MAFtP OVEM THE OZE 13OAPP,
MOOS SHEATHING TO PE NALEP U511\16 8d OP EQUIVALENT NAIL5 6" ON
CE1 TEM AT THE EDGES, 6" ON CENTEP IN THE PIELCI, THE EIPST TWO PAY5
r3ETWE:EN MTEP5 APE kTQUITn TO M P0CKEP 4 FEET ON CENTEP AT
ALL GA13LE ENP5 PW THE WFCM,
LIMITATIONS ANP CONVACTOP PE51`ON50 LITIE5 ,
11 E'CONTP,ACTOP MU5f ffEP TO THE TAC 5 ANP FIGUM5 WITHIN THE
WFCM I10 MPH EXPO%M, i3 r3OOKLET FOP ILLU5TF.ATION5 ANP
MEQUIMEMENT5 015CU55EP WITHIN TH15 5UMMAPY, &I CONNECfION5 ANP
S
LL STPATEb IPA THE
H REIN AMP A. I U
PE UIMEM ENT.. �
' N LIN MU5f MEET THE Q Al G U
r3OOKLEf IN OPnEM TO rt IN COMPLIANCE WITH THE �UILPING COPE, THE
CONTP.ACTOP 15 ME5PON5113LE TO.EN5UME ALL CONNECTION5, NAILING;
ANP ANCNOM BOLTS APE V151r31,E TO THE INSPECTOR Af THE TIME OF THE
REAMING INSPECTION/ FOUNPATION IN5PFCTION, THE CONTPACfOP MU5f
PEEEPENCE THE 51MP50N STMDNG TIE C-2014 C ATALOG POP Al 5TMAP
L ITATI0N5. THI 5
PE UIPEM ENTS ANP IM
; `ARANP TIE INSTALLATION Q HANG,
C70CUMEN'(' ANC THE ATTACHM N � TS A5 WELL
AS A COPY 0E THE MCM
130OKLPf MU5f ACCOMPANY ALL 5ET5 OF PLANS 5UPMITTEP TO THE
[t LPING PEPA1?1'MENf ANP 15%EP TO THE
CONMACTOP/ 5UI3CONTPACTOP,5 UNLP55 THE PLAN5 AM UPPATEP WITH
NOTES ANP C1ETAl{:5 THAT REELECT THE PEQUIPEMENTS STRTEn IN TH15
POCUMENT ANP ATTACHMENTS
1■
SONS A P1 ON
8 5ATUCK�TFV,
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)
zone
I,I SCOPE
LOAOI3EAFIN6 WALL CONNEC11ON5
WNP 5MED (�-5EC. GU5T) 110 MMI
X
LATEFAL ( # 16d COMMON NAIL5) 2
X
WIND EXPO%W CATEGOFY
X
NON-LOAW( APING WALL CONNECTIONS
LA7> FA. ( # 16d COMMON NAiL5) 2
X
12 AMICVILIT1
LOAI2 LEAFING WALL: OPENINGS
NUMPEFOr %OPM5 I %00,5 5 2 5TOPIE5
X
I'f-ADEP 5PAN5 6 ft 0 in, 511-f
X
FOOF'PITCN 7,5:12 512.12
X
51LL PLAN 5PAN5 6 ft 0 in, 5 L'-f
X
:MEAN P00F HEIGHT !2 ft 5 _�V
X
FULL HEIGHT 5105 >
X
PJILDING 1h M, W I5 ft <_ 80`
X
NON -LOAF IVPING WALL OMNINGS
',JILDING LENGTH, L 22 R s 80'
X
WAV2 P SPANS 4 R> 6 in, 512-ft
X
6UILDING ASPECT PAT!O C L 1 W`) 165:1 5 x;!
X
51LL PLATE c5fM5 4 R 6 in. 512-R
X
NOMINAL HEIGHT OF TA!..LE5T OPENING 6161 < 6181 t
X
FULL DICK 5TUD5 (NO, OF %P5) 2
X
EMFIOF WALL SI ATHING TO PF,515T UPLIFT ANI7 5WAP 51MULTANEOU5LY
1,�5 FR,AMiN6 CONNECTIONS
MINIMUM (3UILDIN6 VKN510N (W)
GEWAI, COMPLIANCE WITH FPAMING CONNECT'ION5
X
I-INCK OF TALL�5T OPENING 6'8" s 66"
X
9fATHIN6 TYPE W5p
X
2.1 OUNI7A`nON
Wa NAIL SPACING 6 In,
X
FOUNDATION WALL5 MEET EEO, OF 760 CMP 5404,1 - CONCFETC
X
FIELD NAIL 5FACING 12 in,
X
5HEAP COftCTION ( # 16JI R) 3
X
i T DA I i 3
2,2 AItiCHOFAGE 0 FOUN ON ,
I. K SHE THIN I_
PcFCFNT 1',�.-L I�IG A G 55
X
5/ 8" ANCHOP C30LT51MrtI9PFf2 OP 5/ 6" PPOPFIETAITr
-57. FOF OP%IN65 > 6'8"
X
MECHANICAL ANCHOF5 A5 AN ALSPNATIVE IN CONCPETE ONLY
MAXIMUM %LDING DIMENSION (L)
HEIGHT OF TALLE5T OP? Nl% 6'6" < 66"
X
6OLT SPACING - GENEP,AL A3U66 in, o.c.
X
5 UATHING TYPE W5p
'X
" • --= �L'NG FPOM ENW1 JOINT OF PLATE 9 n <_ 6" 12"
X
F196C NAIL SPACING 6 in
X
FM(3I I7MFNT-CONC!'�TF ? n. >_ 7"
X
FIE1_12 NAIL 5PACING 72- in,
X
PI-AfF VVA5HEF ( FIG X " X V.
X
5HFAF CONNECTION C # I6d/ R) 2
X
PEFaNT FULL-I-IEiCK 51tATHING 914
X
3,d GI -OOPS
-57 FOP\ OPENINGS > 6'8"
X
FI,OOP FFArtPiING MEMPEF SfAN5 CIfCKED
X
WALL CLAPPING
MAXIMUM FLOOF OPENING 121MFN510N 0 ft <_ 2-ft
X
FATED FOP WIND SPEED?
X
5, D5 AT FLOOF OPENING5
FUI.-L HEI�+MI" WALL TU
.<.
� A0A POF1'AL WALLS ANP/ OF 1MND DESIGN 51f'APWA15 6Et7
NO
LE55 THAN 2' FFOM EXVIOF WALL
X
MAX, FLOOR J015T 5MACK5 5UPPOF'ING
5,1 FOOFS
LOAD nAP!NG OF SMEAP WALLS N/ A ft < J
NIA
FOOF FFAMING MEMff l? 5PAN5 GfCK� ?
X
MAX, CANTILEVMP JOISTS 5U0POFTIN6
FOOF OVEFMANG I R,5 5MALLEP OF 2-11 OP L/
X
W f S d
LOAF? �AP'ING OF, 51-PAP JALLS NIA t
N A.
/
r
T1?USS OF KAF,.F CONNECT10N5 AT LOAl2 GAPING WALLS
I LOOP' 6FACING AT ENJWALL5
X
pFOpF€E APY CONNECTOFS
FLOOD SMEATNINC41110E
X
UPLIFTU- 25 plf
X
GLOOP 5HEKHIN6 THICKNE55 �1' in.
X
LAVA- L- 176 plf
X
O 5HF-AT HIND FA5TEN!NC
L OF
5 tAP 5- 77 If
p
X
8 cl NAL5 AT 6 in, EDGE 1 12 in. FIELD
X
FIPC6 5TRAP5 CIF COLLAR TT5 NOT USED) T= 176 Of
X
GABLE FAKE OUTLOOKEP" I ft 5 5MALLEF OF 24f OP L/ 2
X
4.1 WALLS
TM55 OF WV, CONNFCTION5 AT NON-LOVTAPIN6 WALL5
WALL I iGM1
PPOMP TAFY CONNECTOP5
LOAMAPING WA15 7,5 ft 510,
X
UPLIFT
N/A
NON-LOA2C3I APING WALL5 14 ft <_ 20" X
LAVE I # I6d COMMON NAIL5)
N/A
'WALL STUD SPACING 16 Ir, S 24" ox
X
POOF 9fATMIN6 TYPE W5P
X
WALL STOPY Off 5ET5 N/A ft 5 d
N/A
FOOT SIfATHNG IHICKNE55 7116 in Z 1 / 16" W5P
X
POOF 5fAT1 ING FA5TN!NG 8d 6/ 6
X
41 FXTEFIOP WALLS
NOTE5:
WOO? 5TUD5
1. TH15 OtCKLI5T SRALI, 6E WT IN 1T5 ENlI TY TO COMPLY WITH TIME MOU!FEWNT5
OF
LOARtAPING WALLS 2 x 6 - 2 ft 6 in.
X
780 CMI? 5 ,01,2;1,1 ITEM 1, IF Ti � CHECKLIST 15 MET IN IT5 ENI11,TTY THIN T1
I� FOLLOWING
NON-6EAPING WALLS 2 x b - I�t ft (Tin
X
METAL STEAMS AMP HOL12 DOWN5 AM NOT FFQUIMP PEF T IE WFCM 110 MPH GUIDE;
6AI31, f END WALL 6FACIN6
a. STEEL 5TT?AP5 PEF FUAUI?�, 5
L' 1 NTENDA1 L 5TU125
FULL HE G AL
X
b, 20 GAGE 5T1?AP5 0EI? FIGI,T, I I
GYP5UM`a LING LENGTH 100 % 0,9W
X
c, UPLIFT' 5TFAP5 PEF FIGUFE 14
X 3 C IUNG TUFTING 5T 11'S ib" SPACING WITH 2 X 4
d, &L 5T FAP5 PEP FIGUFE 17
6LOCKING @ 4 R, SPACING IN END J0151/ T U55 GAYS
X
e: COftl?\ 5TUD HOED 17OWN5 PEF FIGURE 18A AND FIGUM 16l3
DOUNN TOP PLATE
Z.'It POffOM SILL PLATE IN EXTEFIOF WALL5 SHALL C3 A MINIMUM 2' IN, NOMINAL
5PLIC� LENGTH 2 R
X
T1 ICKNE55 M55UW, MATE17 #2-CRAM,
5PLIC� CONNECTION < # 169 COMMON NAIL5) 8
X
, 5M C1fCKLI5T 9fAPWALL CON5TRET10N DETAIL FOP 51IAFWALL CON5TFUCT1ON
J P I D .� fIKM�1N AND WAS BASED ON THE FLOOR PLANS
THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY l�f1N
AND ELEVATIONS PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THE
REQUIREMENTS OUTLINED IN THIS DOCUMENT NULL AND VOID AND COULD RESULT IN NON-COMPLIANCE WITH THE
REQUIREMENTS OF THE WIND DESIGN.
SHEARWALL PANEL NAILING
SCHEDULE
' 32' PLYWOODNAILED WITH 8d COMMON OF GALVANIZED SOX NAII-5 AT
P2I
6" 0 C AT n NGE5 AND 12" O,C, IN TI-t, FIE LD,
a X �' PLYWOOD NAILED WITH 8d COMMON OF GALVANIZED 6OX NA1I.5 AT
f3_
12 �"O,C AT T1-1E P%e5 AND 2" O C IN T F NFLD:
I " `
� /� pt.Y1'VOOn NAILED W{T"rl 8d CG�MM+ON OF GALS ANIZED SOX NAILS 11T
z
,:
IZ t7 P 12 , fN TIME FIELD. 3 OeG A T1� � GESAN �C
NOTE : FOR PLYWOOD 9fAF WALL5 LISTED ABOVE, 8d COMMON OF
6AVANIZ912 C30X NA�s - (0,151 x -2" ) . GUN NALSMTCHING }f .NAIL
PIAWSP AND LENGTH MAY n U5E12 A5 A %,r35TITM-.
NOTE :ALL PLYWOOD TO 13E PUN' VEPTICAL FFOM 51LL PLAT!~ TO AT
LEA5T 2" INTO 11f 5ECOND FLOOD, (3OX ON TWO 5TOFY 13UILPIN65 OP',O
T1f DOUN r TOP PLATE IN SINGLE 5TOFY C3UILDING5, USE 2 POW5 OF
NAILS SPACED �" ON 5 A EMP AT TI-I! TOP AND T O9TOM OF
CENTEP T �GG
EACH PLYWOOD 9fE TPEFFIGUPE -4 IN T[f CNECKL15T,
SOLE PLATE CONNECTION
SCHEDULE
CONNECTION TO FLOOR RIM BOARD
WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD
[7121(3)'-16d COMMON NAILS PER 16"
4 12 (3) -16d COMMON NAILS PER 16"
aJ '�
AI R
4 -I6d COMMON NAILS PER 16
12
CONNECTION TO CONCRETE FOUNDATION
6X6 POST CONNECTION TO CONCRETE
5/l I'S0N At�U 66 M51111 �5 ° 5 ;r -.," ntA, ANGtIOK'
NOTE : ANGtlOr 130L7-a i ffffn, GEr�) &5' (Ov'E TO CAE 4," t�lAM�rG,e' A?07 �iEEL
Anrcrlok' 00Lr-15 wrr17 101' ruNlMc:I17 rllprr mfml WFO Go,Nce ff.
SHEARWALL CONSTRUCTION
1 -ALL
9fAPVVALL5 TO MAVf 120nF TOP PLATES AND POUCtL 2X STUDS Al EACH
END O
THE WALL. .
2 - FAT
NAIL L900E TOP PLATES W/ I6d NAILS AT V' O.C.
I
3 LL N
LING OF SHEATHING TO PE CONTINTP ABOVE AND NCLOW ALL OPENING5 IN '
SHEAPWALL,
4 - ATTACH
POUn 2X 5TU125 ANP C3UILT-UP COPNEP 5TUP5 A SMEAPWALL END5 WITH
(2) I
d NAILS AT 6" O,C, FOF ATTIC/ 5ECOND FLOOF 5HEAPWA L5 AND (2) 16d
NAIL5
AT 4" 0 C 5TA66DE 12 FOF FIP5T FLOOD 5HEAPWALL5
KING AND JACK STUD
X K , X J # 0E KING AMP JACK 5TUP5AT OPENINGS, U5E 2K, IJ IF NOT
NOTEP Off wlSE
P
W
MW
W
P4
N
>
S�
U
rrH
v�
U
�--
ww
)
U
0
172
NO.
REVISIONASSUE
DATE
PROJECT ADDRESS.
YAWOUTHPOP,f, MA
a
McKENZI`E
ENGINEERING
CONSULTANTS
structural • chil • environmental
P.O. BOX 1879
44 UNDERPASS RD UNIT 2
BREWSTER, MA 02631
(774) 353-2144
JOB#:22-143
SHEET
C S 1 O
DATE:07-27-2022
SCALE'. NONE
I