HomeMy WebLinkAboutBLD-19-5044110 MPH WIND GEN. SPECS
1.) ALL MEMBERS TO BE CONNECTED, P05TS TO BEAMS, RAFTERS TO HEADERS, JOISTS TO PLATES OR BEAMS
2.) CONSTRUCT ALL DECK5 & RAILINC75 A5 PER AWG RE51DENTIAL DECK CONSTRUCTION.
3.) ALL WALL SHEATHING MIN. 1/2" COX TO BE NAILED 8D RING SHANK @ b" EDGES - 10" FIELD.
4.) ALL ROOF SHEATHING 3/4" ADVANTEC GLUED & NAILED 80 GALV. RING SHANK b" FIELD 4" EDGES - 2 ROW5 @ 4" @
DBL RAFTERS
5.) ALL SUB FLR. MIN 3/4" T&G GLUE & NAIL 8D 6" EDGE 12" FIELD - UNDER51DE 1/2" pt COX OR AZEC SHEATHING
b.) WALL TOP PLATE LAP NAILING 4"MIN, W/1b 1bD
7.) ALL CONCRETE WALL5, FOOTINGS, SONO TUBES TO BE REINFORGED MIN. 31000#
8.) ALL 50NO TUBES MIN. 12" DIA. ON 24" DIA. BIGFOOT OR DIAMOND PIERS DP75
L = 16'
W=15'
RATIO: 1.00
ANGHOR BOLTS 5/8"X12" @ 36" OG - 1' FROM GOR.
MRH =12'
ADDITION
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TOWN' OF
CAPE COD STT
ENGINEERING
PROJECT # 04302019
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LOC PER BAY STAGGERED ER GONG. FND. 4" MIN. IF ANY REMOVE EX5T. CDX CHK. MIN. HDR FOR (2) 9.5
NOTCH 15 OVER 2" CONTACT LVL IF ROOM REPLACE KIM 11.5 LVL AND
OC-51MP. U10 15T HNGR. ® ib" M ENGINEER
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STRAP5 NAILIRG 8D RING SHANK WALLS FASTEN TO 4X6 VERSALAM (INTO G I
Y 6" EDGE5 10" FIELD A5 SHOW ON WALL) W/2 ROWS 6" TIMBER LOGS ®24^ O�
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ROOF SYSTEM: 3/4" TT&G ADVANTEG GLUE &
NAIL NUASPHALT SHINGLES PER MANF SPECS
NAILING 80 RING SHANK 4" EDGES V FIELD
1_4W/VENTED RIDGE GAP - 2X10 RAFTERS YW
ASTM 5TRAP OVER RIDGE @ 16" OG PROPAVENT AND 5PF IN5L.
—
T(2)1.I 5x11 V8" LVL RIDGE PLATE or (1) 14" LVL
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T'X2Xb @ 16" OG Wl
— R21 1/2n GDX &
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P.T.2X12 LEDGER (2) LEDGER
LOG PER BAY STAGGERED @ 16"
OG- 51MP. U10 J5T HNGR. @ 16"
cV O.G. (FILL ALL NAIL HOLES)
2X12 FLR. JSTS. @ 16" OG 41 sl
PT 2X8 SILL YW5EAL
ANCHOR BOLTS @ 36" OG
10'X54' GONG WALLW/2
#5 HORZ. TOP & BOT.
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0 1 5
SCALE
ASTM STRAP
3 ROWS 8D RING SHANK
NAILS @ 4" 06 EA. 51DE
HDR. & RAFTER
2 ROY45 BD RING SHANK
NAILS @ 4- OG EA SIDE
1 RON 8D RING SHANK NAILS
@ 6- 06 CENTER STUD
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2Xb BLK @ PLY SEAMS
3 ROV45 8D RING SHANK
NAILS @ 4" OG EA. SIDE
HDR. & RAFTER
�i 2 RONS 8D RING SHANK
NAILS @ 4" OG EA. SIDE
1 RON 8D RING SHANK NAILS
@ b" OG CENTER STUD
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5/4"X3011 COX 5TRUGT, PANEL EA.GASLE 51DE
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NOTE: EXTEND RIDGE INTO EXST WALL,
REMOVE EXST. CDX CHK. MIN. HDR FOR (2) 9.5
LVL IF ROOM REPLACE W/(2) 11.5 LVL AND
POST 4X6 VERSALAM TO RIDGE
ASTM STRAP OVER RIDGE @ 1b" OG J
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Load Tables, Technical Data and Installation Instructions .t.<d.
-
Strong•Drive
SDW TRUSS -PLY and EWP-PLY Screws
STRUCTURAL NOTES
,'. j
Tnrss-Pty Fasten!ng, MuttGPly Woa'IAemeers, Figal=erebLumberPmdJns arM5D4tlSmm Winter
1,
ALL CONSTRUCTION TO CONFORM TO THE MASSACHUSETTS ONE B TWO FAMILY DWELLING
e>de ACrildemawvDrFAFA1 CNrrvet. RE"N'
CODE, 9TH EDITION, AND ALL APPLICABLE LOCAL REGULATIONS. CONTRACTOR TO REVIEW
,i
LOCAL REGULATIONS AND LOCAL SITE CONDITIONS WITH BUILDING OFFICIAL TO
1. FOOTING LAYOUT, GEOMETRY, AND ANCHORAGE.
Fori. pine"nlol a+-Drsl
DETERMINE ANY SPECIAL CONDITIONS REQUIRING ADDITIONAL REVIEW BY DESIGN
A) FOOTING CENTERLINES SHALL BE CENTERED UNDER THE CENTER LINES OF
us. .:5 Sri? 101,1311 6Mr lq eUr
'n: +r
+„7�• $+.
p - IRS' vl Y pw, �r
045 C:- ors H4,
PROFESSIONALS.
SUPPORTED COLUMNS.
B) BOTTOMS OF NEW FOOTINGS PLACED NEAR TO EXISTING FOOTINGS SHALL BE
Wn'.A
-
II.
CONTRACTORT COORDINATE SITE VISITS FOR
PLACED AT OR BELOW A PLANE EXTENDING FROM THE BOTTOM OF THE EXISTING
I
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aa--tsA'—� .-�
ENGINEERED PORTIONS OF THE WOR
REVIEW OF THE ENGINEERED PORTIONS OF THE WORK.
FOOTINGS AT A SLOPE OF 1 UNIT VERTICAL TO 2 UNITS
J
sow EWpaly screw sow Tr,m-pry
ON FR
]. CONCRETE PLACEMENT p0 NOT PLACE CONCRETE IN WATER OR ON FROZEN GROUND;
,I
In5lallatwn
CONTRACTOR TO NOTIFY ENGINEER OF AVIV PROPOSED DEVIATIONS FROM THE DETAILS
DEWATER EXCAVATIONS AS REQUIRED TO PROVIDE DRY SUBGRADE WITHOUT CAUSING
I
I
rm n.nme �n xx ISI x- 1 rr cno n +:naz= rxn1P
FLOW OF FINE-GRAINED SOILS. THE BOTTOM OF ALL EXCAVATIONS SHALL TAMPED
fV
se1>rra Tlw melazycnr nw..In tv. - „m,.rrme m.r-•w:c m,tms onhef
SHOWN ON THESE DRAWINGS PRIOR TO PERFORMING THE WORK.
PRIOR TO PLACING CONCRETE SHOULD NOT EXCEED NATURAL SOIL
-COMPACTION
I
r n :. rt rt adlal .m xrcN
DENSITY.
m -a t,aYF AR,YJ QPVtU,1, 1,y I.!V11 I ONS,va=1wt rTlw..c lax
III.
DESIGN LOADS AND DEFLECTIONS
8. CURING - CURE ALL CONCRETE IN ACCORDANCE WITH SPECIFICATIONS LISTED ABOVE.
Lr. amart rm+". n I T Ixn n
'111,SiTdlM
DEAD LOADS
PROTECTION - PROTECT IN-PLACE FOUNDATIONS AND SLABS FROM FROST
x ovNo' ,1 1 2,00i SSACMPo; Q'I
`�
ACTUAL WEIGHTS OF ALL PERMANENT STATIONARY CONSTRUCTION
PENETRATION UNTIL THE PROJECT IS COMPLETE.
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AND FIXED EQUIPMENT. 15 POUNDS PER SQUARE FOOT(PSF) MAXIMUM(AVERAGE)
{
Notes to the Dag
rvy. . til IV rot1
AT FLOORS, 15 PER MAXIMUM AT ROOFS.
V. WOOD CONSTRUCTION:
ii Iry s eo r t e.
DESIGN UNIFORM LIVE LOADS ON FLOORS (PSE -POUNDS PER SQUARE FOOT)
3
TM
LIVING AREAS 40 PSD
1. ALL LAMINATED VENEER LUMBER (LVL) MEMBERS TO BE FE3I DOSP AS MANUFACTURED
c v x e
2a m, e.T mI u„ s 1,ASU" -ezm 'r'
SLEEPING ROOMS 30 PSP
BY BOISE CASCADE OR APPROVED EQUAL. BUILD UP LVL PLIES AS INDICATED IN TABLE
Cn tww nyvw.rr rN..-a m,�- u i -
STAIRS 40 PER+
BELOW. DO NOT DRILL HOLES THROUGH LVL FRAMING.
-..)
r96P`A EY - A=6 bsif^J ZF 1,,,- .de - e.YN
2. FASTENING- IN ACCORDANCE WITH DETAILS SHOWN HEREIN AND MSBC TABLE
1 �_ '.0 ='-
300 POUND LOAD ON TREADS
A 41-119t -r.- e e a
r ti d ap
ATTIC FLOORS (NO STORAGE) 10 PER
5602-3(1), UNC. ALL FASTENERS IN CONTACT W/PRESSURE TREATED LUMBER TO BE
4
d r '^� n=�w,a
^"° dv[m
(ATTIC STORAGEWHERE HEIGHT >30-) 20 PSF
HOTDIP GALVANIZED (G185 MIN.) OR STAINLESS STEEL.
"'rH re_ irn
DESIGN LOADS ON ROOF
3. STRUCTURAL CONNECTORS- PROVIDE PREFABRICATED CONNECTION HARDWARE AS
rM a+^'•y' ••,•Ibd'++I`•11D^mr1
SNOW LOAD (YARMOUTH, MA) 30 PSE (GROUND SNOW)
MANUFACTURED BY SIMPSON STRONG- TIE OR APPROVED EQUAL FOR CONNECTING ALL
SOLID -SAWN AND ENGINEERED LUMBER MEMBERS THAT FRAME INTO THE SIDES OF
SDW TRUSS -PLY -AIIDVJable Shear Loads - DF, SP, SPF, HE Lumber
WIND LOADS (YARMOUTH, MA) Vult-140 EXPOSURES
SUPPORTS. REFER TO PLANS/DETAILS FOR HANGER SIZES. WHERE CONNECTORS ARE
and 2X Truss Loaded on Head Side
-
NOT SPECIFICALLY INDICATED ON DRAWINGS CONTRACTOR TO SUBMIT MANUFACTURER'S
[osr N i
}
IV.
FOUNDATIONS, SLABS ON GRADE AND CONCRETE WORK
DATA ON PREFABRICATED CONNECTORS FOR ENGINEER'S APPROVAL. ALL CONNECTORS
RImmPA L0' e
1.
BASED
BEARINGCAPACIBEARIN
IN CONTACT WITH PRESSURE TREATED LUMBER TO BE"Z-MPJ("GALVANIZED OR STAINLESS
yTe
- I J
`,
CAPACITY F200 PER SQUARE FOOT. CONTRACTOR
LOAD-BEARINGCAPACITY
ICONFIRM
STEEL ALL OTHER CONNECTORS MIN.BY
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CAPACITY WITH THE BUILDING
ARINGCAREFOO WITH THE BUILDING
TOTHE APPROPRIATENESS OF THIS BEARING
EV.
STRUCTURAL ELEMENTS ALLOWED
4. DO NOTDRILLRUCTRAL ELEMENTS
i
lyy an -w rA,d eI a n a% 1a 1.. z m, 111
a
OFFICIAL FOR ACTUAL SITE CONDITIONS AT BOTTOM OF FOOTINGS.
TBOTTOMO
OF ILIAL FOR AC UALSITE CONDITIONS AT
ROUGHCODE.
SSUBJOLES
CTT TO NOT IL
ALL HOLES SUBJECT TO ENGINEER'S APPROVAL DO NOT DRILL HOLES THROUGH
HOLES
vx v= ce 1v 1w 2 arc air /
2.
SOIL CONDITIONS- ALL FOOTINGS AND FOUNDATIONS SHALL BEAR ON UNDISTURBED.
STRUCTURAL POSTS AND BUILT-UP COLUMNS
IIna
_
a ie,. Cr =iW ff
�,
NATURAL SOILS OR ON FILL MATERIALS DESIGNED BY A REGISTERED ENGINEER AND
b. PROVIDE SOLID BLOCKING AT ALL POSTS TO PROVIDE ACONTINUOUS LOAD PATH DOWN
ytz .,ti am
1. + a RAN N W O Need SJa
-
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TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE AND
TO THE ULTIMATE SUPPORT (FOUNDATION S I LL PLATE OR SUPPORT MEMBER TVP.).
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rya vvzzr 1
,Tw.m-,-m m.+•s , ,.-mm., ,I, A, PF. e. r., cr p,v rin t ..i -+d. QAYfAEBUILDING
OFFICIAL. DO NOT BUILD ON OR ADJACENT TO SOILS CONTAINING ROCKS
G. MISCELLANEOUS FRAMING- CONFORM TO MSBC CODE (780 CMR) PROVIDE
rx' v'`tim
AND/OR BOULDERS THAT MAY ADVERSLV AFFECT UNIFORM FOUNDATION SETTLEMENT,
SAWN LUMBER AT LOCATIONS WHERE INCIDENTAL, MISCELLANEOUS FRAMING IS
f
SOWTRUSS-PLY-Allowable Shell Loads -OF, SP, SPF, HF Lumber "-
•.
OR ON SOILS SHOWING EVIDENCE OF EXPANSIVE, COMPRESSIBLE, SHIFTING, OR OTHER
REQUIRED FOR COMPLETION OF THE WORK.
i
and 2X Tnuss Loaded on Pant Side .-`-Sr `i
UNSTABLE SOIL CHARACTERISTICS, OR WHERE THE SEASONAL HIGH GROUNDWATER
r
erre i ;,^ load
TABLE IS CLOSER TO FINISHED GRADE THAN 4'-0". ENGINEER ASSUMES NO
_ -,1=,,,
-� Airdw =
RESPONSIBILITY FOR DETERMING THE APPROPRIATENESS OF THE
l
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EXISTING SITE SOILS OR ENGINEERED FILL MATERIALS FOR THE PROPOSED
N. STEEL CONSTRUCTION:
CONSTRUCTION, NOR DOES IT ASSUME RESPONSIBILITY FOR DAMAGES TO FOUNDATIONS
1. ALL NEW STEEL FRAMING TO BE MEET THE FOLLOWING STANDARDS:
�• \
AND OTHER BUILDING COMPONENTS CAUSED BY CONSTRUCTION ON UNSUITABLE SOILS,
A. PIPE - ASTM A501 (36KSI, MIN.)
7I
Dvz~ e,>P VIA N 1, R A >, IS,1s zi" 2c,
WHETHER OR NOT CONSTRUCTION ON SUCH MATERIALS WAS APPROVED BY THE
D. PLATE - ASTM A96 (MIN.)
ow Peter
Lowed p sloe
BU E
TUBEASTM A992 GRADE B
C. TUBE
e ,, 25 nr
Ar
3.
CONCRETE-ALLCONIAL. SHALL HAVE NORMALE WEIGHT AGGREGATE AND SHALL
ALL CONCRETE
-
D. - ASTM A592
n 1 +.' z, us
jz. Se
+31+
HAVE MINIMUM 28 -DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
A307 (MIN.)
i
Gra 2 nxrs1R
re,r ,Ban. n,a edd
FOOTINGS 3,500 POUNDS PER SQUARE INCH (PSI)
E WELDS E]OXXSTM
Du
WALLS 3, 500 PSI
2. SHOP PRIME ALL STEEL WITH RUST -INHIBITIVE PAINT. THROUGHLY CLEAN AND TOUCH
SLABS 3,000 PSI
UP ALL STEEL IN FIELD WITH 2 GOATS RUST INHIBITIVE PAINT.
CONCRETE THAT WILL BE SUBJECTED TO FREEZING AND THAWING DURING OR AFTER
3. CONTRACTOR TO PROVIDE COMPLETE SHOP DRAWINGS / SKETCHES FOR ENGINEER'S
CONSTRUCTION SHALL BE AIR ENTRAINED SO THAT THE TOTAL AIR CONTENT (BY
APPROVAL PRIOR TO STEEL FABRICATION.
VOLUME) IS BETWEEN 5%AND ]%.
4. ALL STEEL CONSTRUCTION SHALL BE PERFORMED BY AN EXPERIENCED CONTRACTORS)
HAVING 5 YEARS (MINIMUM) EXPERIENCE WITH SIMILAR PROJECTS.
Load Tables, Technical Data and Installation Instructions C . ••�Lt._f�
-
CONCRETE MATERIALS SHALL CONFORM AS FOLLOWS:
CEMENT ASTM Or 50 TYPE II, 045 MAX. WATERCEMENTRATIO
l '7
p
Strong�Drlve`
DO NOT ADD WATER AT THE SITE.
SDWH TIMBER -HEX Screw (cont.)
AGGREGATE ASTM C33, MAXIMUM SIZE OF 3/4 INCH
:{
AIR EMERALD. ADDMIXTURE ASTM 6260
SDWH- 2012 and 2016 IRC Corti 5pRaing for
WATER REDUCING AGENT ASTM C494
I{7
aS AO Lumber Deck Ledger to Rim Board
T
STEEL REINFORCEMENT - STEEL REINFORCEMENT SHALL CONFORM TO ASTM 615,
---I- "
GRADE 60 AND WELDED WIRE FABRIC TO ASTM A185. DETAILING, FABRICATION, AND
_
PLACEMENT OF ALL STEEL REINFORCEMENT FOR CONCRETE STRUCTURES SHALL
..,-•J tv^2,�J %� A Jq r y
'RiNt5.
CONFORM TO ACI 315.
'J,
WORKMANSHIP - ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE
INSTITUTE'S "GUIDE TO RESIDENTIAL CAST -IN-PLACE CONCRETE CONSTRUCTION"
I ate
(ACI332R-84) AS WELL AS TO THE LATEST REQUIREMENTS OF ACI 301, 302, 303,
to o o a_ s
304, 305, 306, 315, 318, AND 347 AS APPLICABLE. ALL FORMWORK SHALL BE
VIS
PROPERLY CONSTRUCTED AND WELL BRACED TO PRODUCE PLUMB, STRAIGHT, LEVEL
1C unDr.•
AND TRUE CONCRETE SURFACES. BOWED, PILLOWED AND IRREGULAR WALL
Lavin =1 zv alunnD„Mn
I 1e 'i n s a c c
SURFACES
WILL NOT BE ACCEPTED AND MAY REQUIRE REMOVAL AND RECONSTRUCTION AT THE
,y,�VR�,
IK
CONTRACTOR'S EXPENSE.
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DRAWING NAME: PROJECT LOCATION:
BY: CLIENT:
SHEET:
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2 OANi meter, m„anlwr
4 OF
DRAWING
FAA
ENGINEERING NOTES
NICHOLAS GIANFERANTE P.E. ALLEN OSGOOD
7 COVE ROAD
10 CHARLES STREET
SDWHSspecm9DeIalt
Ledve*te-Rlma rnA bM vew
dta,ie„ N ND
PROJECT NUMBER: YARMOUTH MA
SANDWICH MA 02563
DATE;
04302019
30 APRIL
2019
508-280-9896
EVISED-09/18/19
EVISED 04/30/19
EVISED 03/17/19
EVISED 12/06/18
EXISTING HOUSE
ASTM STRAP OVER RIDGE Q 16" OG
(2)11.1 5x11 "116" LVL RIDGE PLATE or (1)14" LVL
2X10 RAFTERS YV/HGRS.@ 16" OG
FS A' SER NOTE: DBL. RAFTERS AT EXST- YVALL FASTEN
CIALWYONDO
T.B.D. ONSITE HOZ 5A� TO EA. WALL NU(3) 6' TIMBER LOG516" OG
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3 ROW5 BD RING SHANK
NAILS @ 4- 06 EA. SIDE
MDR. & RAFTER
2 ROW5 8D RING SHANK
NAILS @ 4” OG EA. SIDE
1 ROW 817 RING SHANK NAILS
6' Or, CENTER STUD
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SECTION AA - SUN RM. ADDITION
0 1 5
IIIII 50ALE
ADDITION
NOTE: EXTEND RIDGE INTO EX5T riALL,
REMOVE EXST. COX CHK MIN. MDR FOR (2) 9.5
LVL IF ROOM REPLACE VW(2) 11.5 LVL AND
POST 4X6 VERSALAM TO RIDGE
ASTM STRAP OVER RIDGE 0 16"06
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F— ) 6 SVFEASTEN T5 TO6RSA LA Ð R Y`f/2f
Oris 8" TLOCS' OG
T0' -b" I_I 0'-6" ( 10'-6"
ADHW45 ADH3048 I ADH3045 ADH5046
0
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C4 SW T&G SUB FLR. 4LUF & NAR 41-0
OR SPF
2X12 FL JSTS Q 16" 01 MLK Q EYE
r �/216 X OR AZEG SHE T5 BOTTOM J
ANCHOR
v OR BOLTS
51MP into 10•X54" GONG WALL W/2 #5
NNSR. HORZ. TOP & BOT.
0'-8"
12"X24" GONG FTG YVl2 SCALE: 1/2" =1'-0"
#5 MIN. 3" BOT.
)ri5 60 RING SHANK
.5 0 4" OG EA 51DE
;. & RAFTER
Y45 SD RING SHANK
5 @ 4"-C EA. SIDE
W bV RING SHANK NAILS
Or, CENTER STUD
3/4"X30" GDX 5TRUCT. PANEL EA.GABLE 51DE
SCALE: 112" =1'-0" L5TA LAYOUT FOR BOTH
TIM
IMF. 19SU 28
FIN. HT.
BLK 1 ST 2 RA R 8 YS
14�— TOP PLATE LN.
TO FIN. fLR MATCH
EX5T. H5..
it
AFPRX. FIN GR. LN.
SECTION BB - SUN RM. ADDITION
0 1 5 12'X24" GONG FTG M #5
MIN. 3- BOT.
TOWN OF REVIEWED FOE: BUILDING AND ZON2dG CODE COPdPLI-
ANCE. ERRORS OR CIdo"AS&ONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONYB41TY OF "AS BUILT"
COMPLIANCE,
AP OVER RIDGE 16" OG DATE 9 -15 -11
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