HomeMy WebLinkAbout50849-Z �q��OF 30(/lyo`O Town of Southold
* * P.O. Box 1179
y 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46693 Date: 11/17/2025
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 4630 Nassau Point Rd Cutchogue, NY 11935
SecBlock/Lot: 111.-8-10
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/25/2024
Pursuant to which Building Permit No. 50849 and dated: 06/21/2024
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Accessory in-ground swimming pool fenced to code as applied for.
The certificate is issued to: Wirstrom M Living Trt
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 25-104842 9/24/2025
PLUMBERS CERTIFICATION:
Aut on d Si nature
i
1 TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • SOUTHOLD NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 50849 Date: 6/21/2024
Permission is hereby granted to:
Wirstrom M Liv Trust
PO BOX 156
Mattituck, NY 11952
To: construct accessoryin round swimming
-g g pool as applied for.
At premises located at:
4630 Nassau Point Rd, Cutchogue
SCTM # 473889
Sec/Block/Lot# 111.-8-10
Pursuant to application dated 4/25/2024 and approved by the Building Inspector:
To expire on 12121/2025.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00
CO- SWIMMING POOL $100.00
Total: $400.00
Building Inspector
.Certificate of Compliance t E U IS E
........................................................................ ...... ........
CERTIFIED ELECTRICAL INSPECTIONS [ Co
188 PART( AVENUE SEP 9 2025 ,
AMITYVILLE, NY 11701
....................................................................P..: (631) 598-5610
.......................................................................lyt1(diroe�Department
CERTIFIES THAT 'Fe>vm of Southold
Upon the application of Upon premises owned by
Modern Green Home Marc Wirstrom
PO Box 2007 4630 Nassau Point Road
Bridgehampton, NY 11932 Cutchogue, NY 11952
Located at: 4630 Nassau Point Road ,
Cutchogue, NY 11952
Application Number#: 25-104842 Certificate#: 25-104842
Electrical License#: 39331-ME
Section: Block: Lot: Building Permit#: 50849
Described as a Residential occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Swimming Pool
A visual inspection of the premises electrical system, limited to electrical devices and wiring to
the extent detailed herein, was conducted in accordance with the requirements of the applicable
code/or standard promulgated by the State of New York, Department of State Code Enforcement
and Administration, or other authority having jurisdiction, and found to be in compliance.therewith
on the 24th day of September 2025
Name CITY
Pool Panel - 70 Amp, 240V 1
Switch - 15 Amp, 120V 1
Heat Pump -40 Amp, 240V 1
GFI Circuit Breaker- 20 Amp, 220V 4
GFI Circuit Breaker- 15 Amp, 120V 1
Pool Receptacle - 20 Amp, 240V 3
LV LED Pool Light Fixture - 15/2 Amp, 120/14V 5
GFI Receptacle - 15 Amp, 120 V 1
LV Transformer- 15/2 Amp, 120/14V 1 -
Electrical Inspector: Sal Frangipane -
W:
��, .APPROVED o
..........................
',,��'�jrannumo\\\\\\\•
Certificate of Compliance
.............................................................................................................................................................................................................
CERTIFIED ELECTRICAL INSPECTIONS, INC.
188 PARK.AVENUE
AMITYVILLE, NY 11701
P: (631) 598-5610
.............................................................................................................................................................................................................
CERTIFIES THAT
Upon the application of Upon premises owned by
Modern Green Home Marc Wirstrom
PO Box 2007 4630 Nassau Point Road
Bridgehampton, NY 11932 Cutchogue, NY 11952
Located at: 4630 Nassau Point Road ,
Cutchogue, NY 11952
Application Number#: 25-104842 Certificate#: 25-104842
Electrical License#: 39331-ME
Section: Block: Lot: Building Permit#: 50849
Name OTY
GFI Circuit Breaker-40 Amp, 120V 1
Pump Motor- 20 Amp, 240V (blower) 1
Swimming Pool Bonding 1
Electrical Inspector: Sal Frangipane
I�l�l:ir�
oe souryO�
'* # TOWN OF SOUTHOLD BUILDING DEPT.
°yCourm��'' 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/CAULKING
[ ] FRAMING/STRAPPING IV FINAL Ad"-�] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ..
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMAR Lo
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DATE INSPECTOR
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LIES WITH A.S.T.M. F2208 STANDARD
ORME A.S.T.M. F2208 KSF
r _ •CERTIFIED FOR INGROUND AND ABOVEGROUND PM
•CERTIFIE POUR LES PISCINES CREUSEES ET HORS-SOL
° •ADVANCED TECHNOLOGY-AVOIDS FALSE ALARMS
• TECHNOLOGIE PERFECTIONNfE QUI KITE LES FAUSSESALARMES
•EASY TO INSTALL
• INSTALLATION FACILE
sDBL49
Jeffrey Sands Architect D � WE
S E P 2 4 2025
September 8, 2025
Building Department
Town of Southold!
Property/ swimming pool location:
Wirstrom Residence
4630 Nassau Point Road
Cutchogue, NY
RE: Swimming pool construction
Attention Town of Southold Building Department:
Upon inspection of swimming pool at the above address, I certify that the installed rebar was
built to code and also certify that the pool foundation is adequate without the need of helical
piles.
Sincerely,
ttip,ED Acy
5 �Y tii.s i�
02789 ' yp�
TF OF N
Jeffrey Sands Architect
6 Evergreen Lane, East Quogue, New York 11942 phone-631-375-5997,fax,631-576-8916
email—ieff(a)isa-ny.com
FIELD INSPECTION REPORT DATE COMMENTS
C7 �
FOUNDATION (1ST) ,...,
�3
--------------------------------------
FOUNDATION (2ND)
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ROUGH FRAMING&
PLUMBING
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INSULATION PER N.Y.
STATE ENERGY CODE
r
un
FINAL
ADDITIONAL COMMENTS
Pd &O- 11)77W
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=off UfFQIp�oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
s�
cos Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
°yol Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownngov
APPLICATION FOR BUILDING PERMIT
For Office Use Only f.
n M
PERMIT NO. �v � Building Inspector; APR 2 5 �4 `
Applications and,forms must be filled out in their entirety. Incomplete
applications will be accepted. Where the Applicant is not the owner,an
'r'• r r S
Al i
Owrer's•Authorization form(Page2)shall be completed.
•
Date:04/24/2024
OWNERS)OF PROPERTY.
Name:Marc Wirstrom SCTM#1000-111-8-10
rojectAddress:4630 Nassau Point Rd.,-Cutchogue NY 1.19-35,
Phone#: TFm Marc @wirstrom.me
Mailing Address:
11 Hoyt Street, Apt 18, Brookl n NY 11210
CONTACT.PERSON
Name:Brad_Hooks"(Oza Sabbeth Architects) "
Mai ing A res
s:PO .Box 2007, Brid eham ton NY, -11932
Phone :631-808- ..3036 Email:
• ,#.: brad@ozasabbeth.com
DESIGN-PROFESSIONAL INFORMATION:
Name:Brad. Hooks (Oza Sabbeth Architects)
Mailing Address:PO Box 2007, Bridge hampton NY, 11932
Phone#:631-808-3036 TEmail:brad@ozasabbeth.com
CONTRACTOR INFORMATION:
Name:Andrew Pennacchia
Mailing Address:PO Box 2007, Bridgehampton NY, 11932
Phone#:631-899-4225 Email:andrew@moderngreenhome.com
DESCRIPTION'OF PROPOSED•CONSTRLICTION
®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $50,000
Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ®Yes El No
`\ 1
l
PROPERTY.,INFORMATION:
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there,any covenants and restrictions it respect to
�p e i 1 enGe_ N 6 this property? ❑Yes E�No IF YES, PROVIDE A COPY.
V46,ck Box After Reading;',The owner/contractor/desig'n,professional is responsible'for all`drainage and storm water issues as provided by
Chapter 236 of the Town Code.;APPLICATION IS HEREBY MADE to the:;Building bepartment for the-issuance,of a Building Permit;;pursuant;to the Budding Zone
ordinance,of the Town of8outhold,Suffolk County;lVew York and`other applicable Laws,'Ordinances or kegulations,fortheeonstruction of buildings,'
additions,alterations or'fonre'moval or demolition as herein described:The applicant agrees to complywith all applicable laws;ordinances,building'code,
housing code'and regulations and"to,admit authorized inspectors on''premises and in;buildirig(s)for necessary.inspections:False statements made,herein are
punishable as:a Class A misdemeanor,pursuarit to Section 210.45'of the New York State Penal Law.
Application Submitted By(print name): BAuthorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF
d`Gt.A 1e s being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 1 Qn
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized.to perform or have performed the said work and to make and file this
application;that all statements contained in.this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in-the application file therewith.
Sworn before me this
`Zy day of 20
a ®� 6erf gtelano
{ otary Public,State of New York
NOTARY
d�® No
tttttl ®yin puallt ed in Sullolk County
*
PROPERTY OWNER AUTHORIZAT ��py Commission Expires March 301°,20=7
(Where the applicant is not the owner)
I� Marc Wirstrom residing at 11 Hoyt Street, Apt 18 Brooklyn NY 11201
Brad Hooks (Oza Sabbeth Architects)
do hereby authorize to apply on
my beha o the f8outhold Building Departmentfor approval as described herein.
February 14, 2024
Owner's Signature Date
Marc Wirstrom
Print Owner's Name
2
S.C.T.M. NO. DISTRICT: 1000 SECTION: 111 BLOCK: 8 LOT(S): 10
DWELLING WELL
W/WELL WATER
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A::::•.. , '. . •' , . A •• V p f \ / ✓ ***NOTE: THE FILED MAP IS MARKED THERON
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Doke)' \ � 20� �0 // 74 "LOT DIMENSIONS ARE APPROXIMATELY ONLY"
AND BECAUSE OF THIS LEGEND DIVISION
f ��• g / LINES ARE INDEFINITE AND UNCERTAIN.
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0 a D.W� PROPERTY LINES SHOWN ON THIS MAP ARE REPRESENTED
Q gp..� ` �� •�. ti / A� ON SURVEY RECORDED IN LIBER 2006 PG. 426 AND IN
COMBINATION WITH PRESENT DAY MEASUREMENTS AND FIELD OBSERVATIONS.
EL 73.5 VACANT p°p \ \ —76 /p6W DWELLINGS
O55 MASONRY /5�56\5T _ W/PUBLIC WATER 150'
BROWN FIRE PIT
SM \ / \S\�
LOAMY SAND 2.8' // \\E�
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM 07HERS
BROWN MEDITATION AREA / 76 NAVD88
sw W/BENCH AREA: 37,806 S.F. or 0.87 ACRES ELEVATION DATUM.
MEDIUM 2.5'
SAND O // UNAUTHORIZED ALTERATION OR ADDITION 70 THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
7$
�-6 F� LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
PALE / (al'\\ `"� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPEC01`70 PURPOSE AND USE THEREFORE THEY ARE
BROWN MEDIUM �pOD NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCE$ ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS
SAND AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY
11.7' MON. NCE
& GRAVEL 0•7 N �- 60 SURVEY OF- LOT 157 CERTIFIED TO:ADVANTAGE TITLE GROUP AGENCY, LLC;
/ m MAP of:AMENDED MAP A" OF NASSAU POINT MARC WIRSTROM LIVING TRUST DATED MARCH 5, 2021;
0 FILED: AUG. 16, 1922 No.156
AMTRUST TITLE INSURANCE COMPANY AN AMTRUST
JAN. s, 2027 — 17' a SITUATED AT.- CUTCHOGUE FINANCIAL COMPANY);
REVISED 04-16-24
K. WOYCHUK LS REVISED 02-15-24 Tom OF: SOUTHOLD
REVISED 01-20-24 SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC
REVISED 07-20-23 Professional Land Surveying and Design
t dR/ P.O. Boa 153 Aquebogue, New York 11931
FRIF UPDATE 07-07-23 221-04 SCALE: 1"-30' DATE:JAN. 6, 2021 N.Y.S. LISC. NO. 050882 PHONE (681)298-1888 FAX(891) 298-1580
S.C.T.M. N0. DISTRICT: 1000 SECTION: 111 BLOCK: 8 LOT(S): 10 \
26S 5° E E W E
WELL
I S ��G� 6soos
416 � S E P 2 4 2025
titB� LP. \1\h GAS � Building Department O
Town of Southold
LOT 158
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LOT 156 OZ rn O O AOJE�. 0 Q- �_Q%/
rh ***NOTE: "THE LOT FILED
DIMENS IS IONS ARE APPROXIMATELY TH M ON ONLY"
AND BECAUSE OF THIS LEGEND, DIVISION
LINES ARE INDEFINITE AND UNCERTAIN.
PjE / PROPERTY LINES SHOWN ON THIS MAP ARE REPRESENTED
ON SURVEY RECORDED IN LIBER 2006 PG. 426 AND IN
COMBINATION WITH PRESENT DAY MEASUREMENTS AND FIELD OBSERVATIONS.
-10
/ g�0\�E j pS�P v P THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCA710NS SHOWN ARE FROM FIELD OBSERVA77ONS
d O / AND OR DATA OBTAINED FROM OTHERS
� GRPJE� �/ AREA: 37,806 S.F. or 0.87 ACRES ELEVA77ON DATUM: NAVD88
CC� UNAU7HOR/ZED AL7ERA77ON OR ADD177ON TO 7HIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STA7E EDUCATION LAW COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VAUD 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY 70 THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7771E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770N
LOT 155 Z US7ED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU77ON, GUARANTEES ARE NOT TRANSFERABLE.
G� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE
NOT/MENDED TO MONUMENT 771E PROPERTY LINES OR 70 GUIDE 7HE EREC77ON OF FENCES, ADDI770NAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE S7RU07URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY
SURVEY OF. LOT 157 OF NFW CERTIFIED TO:ADVANTAGE TITLE GROUP AGENCY, LLC,
/ & MAP OF.-AMENDED MAP 'A" OF NASSAU POINT M• wo yo MARC WIRSTROM LIVING TRUST DATED MARCH 5, 2 •
/ FILED: AUG. 16, 1922 NO.156 _� ~�GP� AMTRUST TITLE INSURANCE COMPANY AN AMTRUST
SITUATED AT. CUTCHOGUE
Y x FINANCIAL COMPANY;
MON. UPDATE 09-03-25 TOWN OF*- SOUTHOLD 0
FINAL SURVEY 07-02-25
SUFFOLK COUNTY, NEW YORK 2 � KENNETH M WOYCHUK LAND SURVEYING, pLLC
FND LOC. 08-29-24 sF 050882 Q professional Land Surveying and Design
GZ REVISED 04-16-24 L o P.O. Boa 153 Aquebogue, New York 11981
REVISED 02-15-24 FILE #221-04 SCALE: 1"--30' DATE: JAN. 6, 2021 MY.S LISC. NO. 050882 PHONE (881)298-1588 FAX (681) 298-1588
CGENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED STEEL DECK NOTES
PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE
WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS.
1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN
ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM[ BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE
CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S.BUILDING CODE AND AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK
ALL RULES AND REGULATIONS. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE. Di La nd ro
GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. Andrews
2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP 20 GAGE UNCOATED -� ; ,
23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLILOWS SEE SECTION 20.6.1
YORK STATE BUILDING CODE 2020. CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH STEEL THICKNESS =COMPOSITE
), GALVANIZED (G60 COATING), CT UNITED STEEL DECK E n g i n e e r i n g
PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200 LAID IN A CONTINUOUS 1/4" WIDE TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM
3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND 3/4" STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. 158 County Rd. 39, Suite 10
A. FORMED WALL 2 BACKFILL SIDE. FRONT SIDE BEAD ALONG THE MEMBER LENGTH. Southampton, N.Y.11968
PRESSURES SPECIFIED IN SECTION 1609. p
24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP 20 GAGE (UNCOATED STEEL Office: (631)259-3959
DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/4"TOP, 3"BOTTOM 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING THICKNESS = 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL Info@DiLandroAndrews.com
4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE
LOADS: DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, Certificate No.: 0019523
25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED.
A. FLOOR LIVE LOAD: 40 PSF UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE
EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO Professional Seal
B. ROOF LOADS: SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL LAMINATED VENEER LUMBER, LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT
REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE
SNOW: INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND INSTALLATION ARE REQUIRED.
SOCIETY STANDARD D1.4-79• BARS SHALL CONFORM TO ASTM A706.
OCCUPANCY CATEGORY ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL ER NOTES:
2
GROUND SNOW LOAD,Pg 20 PSF 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING
CONFORM TO ASTM A233 CLASS E90XX. SCHEDULED OR DETAILED
EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS
THERMAL FACTOR,Ct 1.0 REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH
IMPORTANCE FACTOR,Is 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE #10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A
FLAT ROOF SNOW LOAD,Pf 20.0 PS;F BELOW,UNLESS OTHERWISE NOTED: 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF 3'4" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU
FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME
C. WIND DESIGN DATA: A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60
ON SECTION 1609.1.1 IN ACCORDANCE USAGE 28 DAY MAX AGO. STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED.FASTENERS SHALL
WIND LOADS HAVE BEEN DETERMINED BASED
STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR:DEFORMED BAR ANCHORS BY WEYERHAEUSER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED E UAL. SHOP DRAWINGS
WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTI[CAL PROCEDURE UNLESS PERMITTED BY THE STRUCTURAL ENGINEER., Q
SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING
A. SLAB ON GRADE 4000 S.C. 1" 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, OF NEW
OCCUPANCY CATEGORY II 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.0xW2.0 IN ALL TOPPING �� YO
BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" SLABS UNLESS OTHERWISE NOTED. DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF .�Q' NENRy
IMPORTANCE FACTOR Iw 1.0 C. PIERS 4000 S.C. 1° INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION.
EXPOSURE B D. RETAINING WALLS 4000 S.C. 1 2.0E LVL 2.0E PSL 1.55E LSL O o
12. PROVIDE#4 AT 12" CENTERS MINIMUM, EACH WAY TOP,IN ALL HOUSEKEEPING =
INTERNAL PRESSURE COEFFICIENT 0.18 PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE FB (FOR DEPTHS:5 12")= 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL
DESIGN WIND PRESSURE FOR COMPONENTS ANM CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR
�
(USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN 3'-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. F 0 1
AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 31 O PSI pA 9720
5. THE STRUCTURE HAS BEEN DESIGNED ROR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI 90FESSIONP�
SUPPORT OF ANY CONSTRUCTION EQUIPIV✓IENT INCLUDING REINFORCING OF FRAMING NOTES: ABBREVIATIONS AND SYMBOLS
THE BUILDING STRUCTURE IS THE REESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE
CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH,
ON FRAMED FLOORS OR ROOFS. LOAD SHAILL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH
FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER LLI
NOT WEIGH LESS THAN 95 NOR MORE THAN 11613CF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF
6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST 0
ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE:DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING z
CONSTRUCTION, SHALL BE THE RESPONSHBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE
SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION J
LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET Q
300 FEET, MIN. (OR AS PER MANUFACTURER'S SPEECIFICATION), OF A SALT BRCG BRACING SHTHG SHEATHING
7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3"MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. STRUCTURAL STEEL BRG BEARING SIM SIMILAR
RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3"TO 6" BS BOTH SIDES SOG SLAB ON GRADE
SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3" TO 5" 4. WOOD SILLS TO BE (1)2" x 6" A.C.Q. LUMBER WITH 1#2"DIA. ANCHOR BOLTS 12° 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BW BOTH WAYS SPEC SPECIFICATION
INTEGRITY OF THE STRUCTURE AT A'1LL STAGES OF CONSTRUCTION. LONG MINIMUM AT Y-O" O.C. AND F-0" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL U
CONTRACTOR SHALL BE RESPONSIBLE IFOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING,AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER
PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. CANT CANTILEVER STIF STIFFENER
t
BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL
APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL, POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL U)
POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF
8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, CIP CAST IN PLACE TC TOP CHORD J
DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CL CENTERLINE TEMP TEMPORARY Q
PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR (1) 1" x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE
INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0" O.C. AND SQUARE: ASTM A500.GRADE B (FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING W
DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF .CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL z
OR REINFORCEMENT, UNLESS OTHERWISE ]NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2"' 1 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554, GRADE 36 DIA DIAMETER TOW TOP OF WALL W
OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL FJ- W
STRUCTURAL ENGINEER FOR REVIEW AND`VERIFICATION. G. SHEAR CONNECTORS: 3/4" O ASTM A-108 (DDN DOWN UON UNLESS OTHERWISE NOTED I•-
7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2"x 8"UNLESS (OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD
9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH
SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FIROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POINT
SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT
10. CONTRACTOR SHALL CHECK AND VERIFY CALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED.
EQ EQUAL ..
TO STARTING WORK AND SHALL FAMILIARZIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING
THESE PLANS AND MAKE WORK COMPLY W11TH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING
TRADES BEFORE CONCRETE IS POURED;THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION
11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH
TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST Q
AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE `'
12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING JU,"'
9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET �"-
13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING z
ARCHITECTURAL SECTIONS AND REPORRT ANY DISCREPANCY TO THE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED
ARCHITECT PRIOR TO FABRICATION OR INSUALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING 5-0" SHALL HAVE A DOUBLE JACK STUD WITH A OF 6.0 KIPS. USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM O
THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE z
14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER
CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIIC-FREE TREATED WOOD HGR HANGER Q LLl
SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL Q
ACCEPTANCE OF ALL WFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT APPROVED NOTED
OBLIGATES HIMSELF TO ANY JOB EXPENSE„ REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH (n
ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION Q O ATE- a .P.#
LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST z
15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP EE D BY:
REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT U M I 10TIFY BUILDING DEPARTMENT AT
PROJECT SPECIFICATIONS INCLUDE ALL ,AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT COQ 1 765-1802 8AM TO 4PM FOR THE
ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD O 1 OLLOWING INSPECTIONS:
DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL U 1 FOUNDATION-TWO RR,?i ME-D
16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE a FOR POURED CONCRF-ri
ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER ROUGH-FRAa/iwiG&P, "G
REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM INSULATION
17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. JOISTS,RAFTERS AND STUDS: OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING MC MOMENT CONNECTION Revisions FINAL-CONSTRUCTION MUST
WITH THAT AS INDICATED ON THESE PLAINS, THE CONTRACTOR SHALL STOP DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NIORTH),NO.2. IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM No. Date Description BE COMPLETE FOf;C.O.n
WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE LL CONSTRUCTION SHALL MEET 7-17
FOLLOW THIS PROCEDURE;AND CONTINUE `WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB(BASE)=850 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 02/02/2024 FOR PERMIT REQUIREMENTS OF THE CODES OF -
FV(BASE)= 180 PSI --_- YORK STATE. NOT RES`r;i" a < rD;
RESPONSIBILITY AND LIABILITY THEREFROIM. E(BASE)= 1,600,000 PSI OC ON CENTER 2 --/--/--
8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 3 -4-4_- ____ DESIGN OR CONSTRUCTOfN'EriR6,ib
18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER _ _
CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT 4 / 4__ ____ COMPLY WITH ALL CODES OF
ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE
CERTIFICATE OF OCCUPANCY. I. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19%OR LESS. PLF POUNDS PER LINEAR FOOT NEWY�RK STATE & TOWN CODES
S REQUIRED AND CONDITIONS OF
SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS ERECTION PLANS WORK PROCEDURES, AND PLWD PLYWOOD
19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "(CROWN" UP (I.E. POSITIVE w ',, ` Tr,,
QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT
ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. Designed By : AN
CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Drawn By : AN
BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER �T' - -� _p
GOVERN. SHALL NOT BE USED. Checked By : AA
WIREAND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY
20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS,MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. $, r
IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR
RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBIER DEPTH AND SHALL NOT
FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING '
BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. TEND NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date : 02/01/2024
SHALL BE RESPONSIBLE FOR THE DESIIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT scale: AS NOTED
WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR
SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS OCCUPANCY OR
RESPONSIBLE FOR ANY CHANGES WITHOUT'NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. ODIAETER SHALL THERWISE NOTED NOT
EXCEED ONE-THIRD THE 'MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN Y-0"OF COLUMNS. USE IS UNLAWFUL
3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER VJITHOUT CERTIFICA i
21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF.
DRAWINGS. IT IS THE E14TENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: OF OCCUPANCY
COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE Se000
MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS.
INDICATED. - ,CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA
4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; «10-99 4 STO�RII�i.,
FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., RETAIN ATER RUNOFF
PLYWOOD SHALL BE USED ON FLOORS. INC. OR APPROVED EQUAL.(DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
ELECTRICAL
INSPECTION REOUME^
ENCLOSE POOL TO CODE`
_,,,UPON COMPLETION
`'BEFORE"WATER"
DiLandro
E Andrews
Engineering
158 County Rd. 39, Suite 10
Southampton, N.Y.11968
Office: (631) 259-3959
Info@DiLandroAndrews.com
Certificate No.: 0019523
Professional Seal
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No. Date Description
1 02/02/2024 FOR PERMIT
2 --/--/-- ----
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Designed By : AN
Drawn By : AN
Checked By : AA
Date : 02/01/2024
Scale: AS NOTED
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' h DiLandro
Andrews
Engineering
158 County Rd. 39, Suite 10
Southampton, N.Y.11968
Office: (631)259-3959
Info@DiLandroAndrews.com
Certificate No.: 0019523
Professional Seal
REINFORCEMENT:
— @ DEPTH BELOW WATER <5'-0" #4 REIF.
CLEAN SAND BARS @ 10" O.C., TOP
CLEAN SAND
BACKFILL, TYP.
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REINFORCEMENT:
61" THICK LAYER OF 31' — @ DEPTH 'BELOW WATER <5'-0" #4 REIF.
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UNDISTURBED — @ DEPTH BELOW WATER >64' #4 REIF. 0
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INTO GRADE BEAM, TYP. AND FTG. 2'-0" of BOT. HORIZ.WALL a
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REINFORCEMENT @
Revisions
No. Date Description
• #4 NOSING BAR, CONT.
1 02/02/2024 FOR PERMIT
#4 TOP BAR TO BE LAPPED WITH 2 --/--/-- ----
POOL SHELL REINFORCEMENTS 3 --/--/-- ----
TYPICAL GRADE BEAM:
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Scale: AS NOTED
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S-101 SCALE: 3/4"= 1'-0" STAIRS REINFORCEMENT DETAILS
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S-101 SCALE: 3/4"= 1'-0"
SIIIIIIIIIIIIIII 10 1
Sheet#
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HELICAL PILE SPECIFICATIONS: ti
SHAFT MATERIAL: N
02.875 X 0.276"WALL ti
1. HELICAL PILE SYSTEM SHALL BE RS2875.276 MODEL BY CHANCE FOUNDATION ASTM A500 GRADE B OR C N
SOLUTIONS OR APPROVED ALTERNATE. YIELD STRENGTH=60 KSI(MIN.) � D i La n d ro
y Andrews
2. RS2875.276 HELICAL PILES WITH A 8", 10", 12"0 HELIX ARE TO BE INSTALLED TO A E n g i n e e r i n g
MINIMUM DEPTH OF 20' BELOW THE EXISTING GRADE AND A MINIMUM TORQUE OF HELIX PLATES:
ASTM A572 GRADE 50 X THICK(STANDARD)
s
5,555 FT-LBS -'t'THICK County Rd. 39, Suite 10
RS2875.276 Southampton, N.Y.11968
3. PIERS SHALL BE INSTALLED BY CONTRACTOR WHO HAS SATISFIED THE SHAFT COUPLER MATERIAL:
CERTIFICATION REQUIREMENTS RELATING TO THE TECHNICAL ASPECTS OF THE Office: (631) roAndr59
PRODUCT AND THE ASCRIBED INSTALLATION TECHNIQUES. 03.5"X 0.281"WALL Info@DiLandroAndrews.com No.:An 19523com
ASTM A513 TYPE 5 Certificate No.: 0019523
PILE SHAFT:
4. ALL WORK AS DESCRIBED HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH YIELD STRENGTH=70 KSI(MIN)
ALL APPLICABLE SAFETY CODES IN EFFECT"AT THE TIME OF INSTALLATION.
SHAFT COUPLER HARDWARE: o � t Professional Seal
5. HELICAL PIERS AS SPECIFIED SHALL COrvFORM TO EITHER THE SBCI-STANDARD (2)-03/4"GRADE 8 BOLTS WITH NUTS
BUILDING CODE, BOCA NATIONAL CODE, OR ICBO-UNIFORM BUILDING CODE. AN La
OFFICIAL EVALUATION REPORT WITH ASSIGNED NUMBER SHALL BE PRESENTED
UPON REQUEST TO THE OWNER AND/OR THEIR REPRESENTATIVE. SBCCI-9504B; FINISH:
BOCA-RR94-27;ICBO-ER-5110. HOT-DIPPED GALVANIZED COATING IN ACCORDANCE WITH ASTM A123 SHAFT COUPLER
NOMINAL THICKNESS = 0.276 in
6. THE HELICAL LEAD SECTIONS AND EXTEINSION SECTIONS SHALL BE SOLID STEEL, NEW CONSTRUCTION ASSEMBLIES DESIGN THICKNESS(3)= 0257 in
ROUND CORNERED SQUARE SHAFT, OR ROUND STEEL PIPE SHAFT, OR COMPOSITE
STEEL AND GROUT SHAFT CONFIGURED WITH ONE OR MORE HELICAL BEARING "s Y•; CORRODED CORRODED
PLATES WELDED TO THE SHAFT. C1S00797 � EXTENSION SECTION PLAIN(') GALVANIZEDl12>
PLAIN
dd OD(in)
7. ALL PIERS MUST BE CORROSION PROTECTED BY HOT DIP GALVANIZATION. ) 0.257 0.221 0.250
NEW CONSTRUCTION BRACKETS: 868
�, t(in) 0.257 0.221 0.250
4"X 8.0"SQ.A36 CAP PLATE(CI500797) O ID(t) 2.361 2.397 2.368
8. INSTALLATION UNITS S14ALL CONSIST OF A ROTARY TYPE TORQUE MOTOR WITH A(in2) 2.11 1.82 2.06 F NE
FORWARD AND REVERSF CAPABILITIES. PIPE AND HARDWARE SIMILAR TO SHAFT COUPLER z I(in°) 1.83 1.57 1.78 ��0 Yv Y
w Q'
S(in 3) 1.27 1.10 1.24 � N ENR Y
9. INSTALLATION UNITS SHALL BE CAPABLE, OF DEVELOPING THE MINIMUM TORQUE FINISH: Z(in3) 1.77 1.52 1.72
r(in) 0.93 0.93 0.93 0
AS REQUIRED. HOT-DIPPED GALVANIZED COATING IN ACCORDANCE WITH ASTM A123 2 m
10. INSTALLATION UNITS S14ALL BE CAPABLE OF POSITIONING THE HELICAL PIER AT -
THE PROPER INSTALLATION ANGLE. THIS ANGLE MAY VARY BETWEEN VERTICAL
`$„.' .:,�,_.,g.::�::'{�:_.;',.;�'.;". MINIMUM MINIMUM
AND 5 DEGREES DEPENDING UPON APPLICATION AND TYPE OF LOAD TRANSFER <.''`'`T L YIELD(KSI) TENSILE(KSI) �
MATERIAL � 60 70 FOA90 7261
DEVICE SPECIFIED OR REQUIRED. RS2875.276 SHAFT WITH NEW CONSTRUCTION BRACKET PROPERTIES SS
10
11. INSTALLATION TORQUE SHALL BE MONITORED THROUGHOUT THE INSTALLATION FOOTING SIZE, OO 1. CORRODED PROPERTIES BASED ON A 50-YEAR
PROCESS. REINFORCING DETAILS, SCHEDULED SACRIFICIAL LOSS IN THICKNESS PER
REINFORCING DETAILS, SHAFT COUPLER AC358.
12. HELICAL PIERS SHALL BE INSTALLED TO ']THE MINIMUM TORQUE VALUE REQUIRED &EMBEDMENT DEPTHS 2. HOT-DI HOT-DIP GALVANIZED COATING IN ACCORDANCE
TO PROVIDE THE LOAD CAPACITIES SHOWN ON THE PLANS. BY PROJECT ENGINEER 3. DESIGN I THICKNESS FOR HSS AND PIPE BASED ON
93%OF NOMINAL THICKNESS PER AISC.
13. THE APPROPRIATE STEEL NEW CONSTRUCTION LOAD TRANSFER DEVICE SHALL BE .1 I I=III=III=III=III=III e +• .I=�
USED. -III=1 I I=1 I I=1 I M I I :• I I- PILE SHAFT
:III-III-I -�i �-I " .• a..- : I-I
14. APPROPRIATE HELICAL PIER SELECTION WALL CONSIDER DESIGN LOAD PLUS SAFETY =III=I� 1=1I I I l •. • ' (I I=
FACTOR. SOIL PARAMETERS AND THE INSTALLATION TORQUE VS. CAPACITY - :' -
.i I I-III-IIECAP PLATE- : I I '^ v)
EQUATION AS PER THE MANUFACTURERS WECOMMENDATIONS. -III-III=III-III-III °•••i III- vJ
11=1 I I-��1-1 1-I I I '.I .. • :, :. I=� b LEAD SECTION W z
15. HELICAL PILE INSTALLATION MUST BE CEMTIFIED BY A N.Y. STATE LICENSED =I I I=11,(2)-�'GRADE 8 I °' III- a3, WITH HELIX PLATES LO
DESIGN PROFESSIONAL AND SUBMITTED TCD THE E.O.R. FOR REVIEW PRIOR TO BOLTS ;e' I-1 O I---
.III-III-III-III-111-I 1 I . � ..
PLACEMENT OF CONCRETE ACTIVITIES. -III-III=III-III-III '' • III- O z Q
I I I=I I I-I I I-I I I-I I I-I I I-I I I I I I-I I I-I M
16. PIERS MUST BE INSTALLED ACCORDING TO MANUFACTURE'S INSTRUCTIONS. I I-I I-I I-I I-I -I I-I I I-I I-I I- z 12"0 HELIX PLATE W
SHORTEST
RS2875.276 ALLOWABLE MECHANICAL CAPACITIES J_ LL
HELICAL PILE CAPACITIES SUMMARY CONCRETE HORIZONTAL HP288NCB HP288NCB8 F U
COMPRESSIVE DISTANCE TO BRACKET BRACKET U W
MAX ULTIMATE MAX ALLOWABLE STRENGTH EDGE OF
DEFAULT AXIAL AXIAL AXIAL AXIAL 10"Q1 HELIX PLATE Q
ti MAX ULTIMATE TORQUE MECHANICAL SHAFT fc cz) c2� -
C14 TORQUE (35) CONCRETE COMPRESSION TENSION COMPRESSION TENSION
INSTALLATION CORRELATED CAPACITIES ' (psi) V
to CORRELATION (INCHES) (KIPS) (KIPS) (KIPS) (KIPS)
ti TORQUE SOIL.CAPACITY AXIAL AXIAL
001 FACTOR (FT-LBS) Qlu=Kt x T COMPRESSION TENSION W CAP PLATE J
N Kt(FTA-1) 3 30.6 22.4 ---I W z
(KIPS) (KIPS) (KIPS) 4 40.8 29.9 47.6 34.1 F--
2,500 = Q
9 8,000 72.0 65.4 34.1
tad (2) 5 51.0 34.1 53.6 34.1 F-
>
6 57.2 34.1 57.2 34.1 8 X 8' CAP PLATE
8"fd HELIX PLATE
3 36.7 26.9
3,000 4 49.0 34.1 52.2 34.1 PIPE AND HARDWARE
1. GOVERNED BY AISC ALLOWABLE CAPACITY OF SINGLE IT"(HA 150) OR Ij"(HA175) 5 59.2 34.1 59.2 34.1
GRADE 8 BOLT IN DOUBLE.SHEAR. 2:6 61.7 34.1 61.7 34.1 3" 1" TACK WELD CAP
2. GOVERNED BY BEARING AT THE BOLT HOLES. a 0 X 5 2 LONG
3. CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE TO CORROSION 3 42.8 31.4 ZINC COATED PLATES TO HELICAL
FOR BLACK, UNCOATED STEEL. SCHEDULED'THICKNESS LOSSES ARE FOR A PERIOD OF 3,500 4 57.1 34.1 57.1 34.1 GRADE 5 BOLTS PILES
50 YEARS AND ARE IN ACCORDANCE WITH IC,C-ES AC358. 5 64.3 34.1 64.3 34.1 PILE SHAFT
4. ALLOWABLE COMPRESSION CAPACITIES ARE BASED ON CONTINUOUS LATERAL SOIL ?6 65.4 34.1 65.4 34.1
CONFINEMENT IN SOILS WITH SPT BLOW COUNTS>_4. PILES WITH EXPOSED UNBRACED
LENGTHS OR PILES PLACED IN WEAKER OR FLUID SOILS SHOULD BE EVALUATED ON A 3 60.9 34.1 ° '- t`
CASE BY CASE BASIS BY THE PROJECT ENGINEER. 4,000 4 65.4 34.1 65.4 34.1
5. LISTED MECHANICAL CAPACITIES ARE FOR THE SHAFT ONLY. SYSTEM CAPACITIES ?5 65.4 34.1 65.4 34.1 H-STYLE PLATE DIAMETER z
SHOULD ALSO NOT EXCEED THE INSTALLED TORQUE-CORRELATED CAPACITY OR INSIDE DIMENSION �-
THOSE LISTED IN THE RESPECTIVE BRACKET CAPACITY TABLES. CAP PLATE DIMENSIONS 4"X 6"SQUARE 4'X 8"SQUARE MATCHING SHAFT O
6. LISTED DEFAULT Kt FACTORS ARE WIDELY ACCEPTED INDUSTRY STANDARDS.THEY z
ARE GENERALLY CONSERVATIVE AND ARE CONSISTENT WITH THOSE LISTED IN ICC-ES LEADING EDGE
AC358. SITE-SPECIFIC Kt I-ACTORS CAN BE DETERMINED FOR A GIVEN PROJECT WITH 1. CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE TO CORROSION FOR BLACK, W
FULL-SCALE LOAD TESTING. UNCOATED STEEL. SCHEDULED THICKNESS LOSSES ARE FOR A PERIOD 50 YEARS AND ARE IN < �Z�n:)
7. SOIL CAPACITIES LISTED ARE ULTIMATE VALWES AT MAXIMUM INSTALLATION TORQUE. ACCORDANCE WITH ICC-ES-AC358 U V
ALLOWABLE SOIL CAPACITY VALUES ARE OBITAINED BY DIVIDING THE ULTIMATE 2. ALLOWABLE COMPRESSION CAPACITIES ARE BASED ON CONTINUOUS LATERAL SOIL CONFINEMENT IN
VALUES BY THE APPROPRIATE FACTOR OF SAAFETY(FOS). FOS IS MOST COMMONLY SOILS WITH SPT BLOW COUNTS>_4. PILES WITH EXPOSED UNBRACED LENGTHS OR PILES PLACED IN RS2875.276 PILE SHAFT Q Q
TAKEN AS 2.0,ALTHOUGH A HIGHER OR LOWER FOS MAY BE CONSIDERED AT THE WEAKER OR FLUID SOILS SHOULD BE EVALUATED ON A CASE BY CASE BASIS BY THE PROJECT ENGINEER.
DISCRETION OF THE HELICAL PILE DESIGNER OR AS DICTATED BY LOCAL CODE PILE DIAMETER BEARING AREA z
REQUIREMENTS. 3. CAPACITIES INCLUDE LIMITING MECHANICAL CAPACITIES OF THE SHAFT WHEN THE SHAFT AND BRACKET (SF)
8. SQUARE SHAFT PILES MAY BE CONSIDERED IFOR COMPRESSION APPLICATIONS IN SOIL ARE COMBINED AS A SYSTEM. CO
4. DESIGN CHECKS INCLUDE THE LIMITING CAPACITIES FOR CONCRETE BEARING WHICH IS A FUNCTION OF W CO
PROFILES THAT OFFER SUFFICIENT CONTINUOUS LATERAL SUPPORT: E.G., IN SOILS 6' 0.15 CD
WITH SPT BLOW COUNTS> 10. EVEN IN THESE HIGHER STRENGTH SOIL CONDITIONS, THE HORIZONTAL DISTANCE TO THE EDGE OF CONCRETE. OTHER CONCRETE DESIGN CHECKS INCLUDING 8" 0.30
BUCKLING ANALYSES SHOULD BE CONSIDERED,TAKING INTO ACCOUNT SHEAR, BENDING,AND PUNCHING OF THE SUPPORTED STRUCTURE WILL BE PROJECT SPECIFIC AND r
SHALL BE THE RESPONSIBILITY OF THE PROJECT ENGINEER. d
DISCONTINUITIES AND POTENTIAL ECCENTRIICITIES CREATED BY THE COUPLERS. 5. THIS TABLE LISTS MECHANICAL CAPACITIES ONLY.TORQUE-CORRELATED SOIL CAPACITIES WILL OFTEN 10" 0.50
GOVERN THE ACTUAL INSTALLED SYSTEM CAPACITIES. 12" 0.74
14" 1.02 Revisions
No. Date Description
1 02/02/2024 FOR PERMIT
2 --/--/-- ----
3 --/--/-- ----
4 -/--/-- ----
5 --/--/-- ----
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Designed By : AN
Drawn By : AN
Checked By : AA
Date : 02/01/2024
Scale: AS NOTED
Sm200
Sheet#
_. I