HomeMy WebLinkAbout15 West Rd plan 122-8"
NOTE: HELICAL PILINGS BY
L-O ZTH TECH - LOAD CAPACITIES
DETERMINED IN FIELD BY OTHERS
i 1i� 4�
EX5T. 2X8's @ 1,_Ss, 1'-8" ADD (2) PROP.
20" OC -� PT2X8'5 @ 16" OG
65'-0"
FOUNDATION PLAN
1505 Sa FT
0 1 5
SCALE
EXISTING GRAVC 5PAGE5 & ALL EX15TINGFI.R. J5T's
2Xb @ 20" Ocof K2>1<b- &IRT5 &INADEQUATE FTG's_ _
PROP05ED
515TER PT2X8 FLR J5T's IN-BETWEEN EX5T. BRINGING J5T5 TO 16" OG M-
5EE 5EP. DETAIL SECTION G ADD FTC's 12" X 12" X 12" WHERE NEEDED.
INCREASE ALL OIRTs TO (3) 2Xb THROUGHOUT. REPAIR EX5T. BLK FND
WHERE NEEDED.
11-8-22
15 West Rd, Yarmouth
��liametsrx T 'Thickness load Calcs for 8x28 front porch:
� - l� -s- � depth r,�,,,_
(in) x Cm) g (SE of ap led}
® 1.87S"x 0.154" 1975 9875 4938 6913 10
2x12x18pt stringers 1@ 34 pounds 34
® 2.375"x 0.154" 3150 157SO 7875 11025 10
Helical piles 4 @ 30 pounds 120
® 2 875"x 0.250" 7020 31590 15795 22113 9 \ s
\ 2x8x10 pt floor joists 34 @20 pounds 680
® 3.500"x0.250" 11500 40250 20125 28175 7 CeR71Ff�oJ r;
4.500"x0.250" 18495 51786 25893 36250 5.6 2x8x12 pt floor joists 8@25 pounds 200
5.5625"x0.250" 29120 65520 32760 45864 4.S lso�Om "Is Wolf decking 18 feetxb" 26 @28 pounds 728
5.5625"x0.375" 40988 92223 46112 64556 4.5 4x4x8pt posts 40 If @ 4.5 pounds 180
6.62S"x 0.250" 42155 84310 42155 59017 4 ISO 1400) "15 2x4x10kd ceiling joists 16 ea @ 8 pounds each 128
6.625"x0.375" 59951 119902 59951 83931 4 leC 2x4x12 ceiling joists 6 e a @ 10 pounds 60
8.625"x0.250" 73231 109847 54923 76893 3 0�9� 2x8x14 kd rafters 20@ 23 pounds 500
8.625"x 0.37S" 10S4S1 158177 79088 110724 3 MOO 2x8x16kd ( leader 6@34 pounds 224
10.75"x0.250" 115832 144510 72225 101157 2.5 '- _ 5/8 plywood 12 @48 pounds 576
N® 10.75"x 0.375" 167832 209790 104895 146853 2.5 1x5x18 azek 10@ 20 pounds 200
® 12.75"x0.375" 239756 239756 119878 167829 2 1x8x18 azek 10@ 26 pounds 260
NORMATIVE INFORMATION
GoliathTech Inc. products are certified and approved by 1CC-ES ESR-3726 and the Canadian Construction Materials Centre (GCMG 13675-R.) 1x10x18 azek 6@ 33 pounds :1.98
Their performance is equivalent or superior to prescribed NBC2015 standards GoliathTech manufacturing facility is certified to the quality
standard ISO 9001:2015 (Certificate number Q101242) as well as the environmental standard ISO 14001:2015. Its manufacturing welding Asphalt shingles 280s1t@ 3 pounds 840
facility is certified to CSA W47.1
NOTES Aluminum flashing 35 if@ 1 pound 35
Helical piles shall be installed to appropriate depth in suitable bearing stratum as determined by the geotechnical engineer or local jurisdictional
authority. Torque correlated capacities are based on installing the pile to its torque rating, using consistent rate of advance and RPM. A minimum Ice and water shield 100 s f @ 2 pounds 200
factorofsafety of2 has already been applied to theabove numbers.To calculate ultimate compression ortension multiply above allowable numbers ��fs and nails C �50
by 2. Deflections ofU25 to050 inches are typical at allowable capacity.
1. The distance between the piles has to be a minimum of 3s the helix size (although we suggest 5x) from the center of the pile but no less than 3'. Fasteners screws
2. Compression values are based on fully laterally supported piles (pile fully embedded in soil), if not, contact engineering department for
calculations.Gutters and downspouts 36 if@4 pounds 144
3. The compression and tension values take into account the steel corrosion for 50 years. p q q ,,J ,,( /� q /{ �,/
4. Steel shaft conform to CAN/CSA G40.21 and ASTM A500 class C, hot dip galvanized conform to ASTM A123, Azek 1x6 bead board 24@ 14 pounds 336
5. Steel yield strength for 3 1/2" piles and Less Fy = 60 ksi, Tensile strength Fu = 70 ksi /� q
6. Steel yield strength for 4112"piles and more Fy=55 ksi, Tensile strength Fu=65 ksi (other strengths can be obtained for special orders, contact Azek coves and sl.ot�a5 various1 5.
customer service.)
7. Different helix configurations and pile heads are available.
8. For custom heads or steel assembly (including mechanical design and shop drawing) contact customer service.
TOTAL LOAD 5918
I'
Revised and Approved by
GoliathTech Inc
Date
175B rue Peladeau, Magog, QC, Canada, JIX 5G9
August 1st 2019
Hussien Abd El Baky
Massachusetts license number
TECHNICAL DATA SHEET
Doc Number
GTSPEC001
55074
Tributary load 2959
Load per pile 739.75
NOTE: DECK ATTACHMENT5/ 8'-0" 12
CON5TRUCTION A5 PER AVIC -�
GUIDELINE5 & 2015 IRG
501 CDX, I GE 1NATER,
NAIL S0411 ED ES 611 FIELD,
A5PHALT 5H1 NGLE5 PER 2.5 10
OY
MANF. SPEC 0� ��oo1 IMP 11 16 OG
5
L50,
C
GON'T HDR
BOTTOM OF HDR
VERIFY IN FIELD
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M I N. 6X6 PT
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r
FINISH FLR LN
P.T. 2X10 LEDGER - BOLT
THRU TO BAND J5T. K2
LEDGER L005 @ 16" O.G.
VERIFY IN THE FIELD - - - - b2b- HNC-1f�'�.G.
2X8 J 5T' @ 16 OC
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NOTE: HELICAL FILIN675 BY
GOLI ETH TECH - LOAD CAPACITI E5
DETERMINED IN FIELD BY OTHERS
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SCALE:
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SCALE: 1/4"=l'-O" RIGHT SIDE VIEW
SCALE: 1/4"=V-011
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