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HomeMy WebLinkAbout50849-Z TOWN OF SOUTHOLD r BUILDING DEPARTMENT j v TOWN CLERK'S OFFICE 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 accessory in-ground swimming pool as applied for. At premises located at: 4630 Nassau Point Rd, Cutcho sue SCTM #473889 Sec/Block/Lot# 111.-8-10 Pursuant to application dated 4/25/2024 and approved by the Building Inspector. To expire on 12/21/2025. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00 CO - SWIMMING POOL $100.00 Total: $400.00 Building Inspector TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 litij Is,//wwN?a.sout:lioldtowiiti .,ro - - .-DateoResoived APPLICATION FOR BUILDING PERMIT o, For Office Use Only PERMIT NO. Building Inspector., Applications and forms must be filled out in their entirety. Incomplete ` applications will not be accepted. Where the Applicant Is not the owner,an L Owner's Authorization form(Page 2)shall be completed. Date:04/24/2024 OWNER(S)OF PROPERTY: Name:Marc Wirstrom SCTM # 1000-111-8-10 Project Address:4630 Nassau Point Rd, Cutchogue NY 11935 Phone#: I Email:marc@wirstrom.me Mailing Address:11 Hoyt Street, Apt 18, Brooklyn NY 11210 CONTACT PERSON: Name:Brad Hooks (Oza Sabbeth Architects) Mailing Address:PO Box 2007, Bridgehampton NY, 11932 Phone#:631-808-3036 Email:brad @ozasabbeth-com DESIGN PROFESSIONAL INFORMATION: Name:Brad Hooks (Oza Sabbeth Architects) Mailing Address:PO Box 2007, Bridgehampton NY, 11932 Phone#:631-808-3036 Email: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 CONSTRUCTION IRNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 01000 Will the lot be re-graded? MYes []No Will excess fill be removed from premises? RYes ❑No 1 PROPERTY INFORMATION Existing use of property:� 1 Intended use of property: WO4 J-Q-ALti Zone or use district in which premises is situated:. Are there any covenants and restrictions ith respect to �p e 13 � w L+o this property? ❑Yes EfNo IF YES, PROVIDE A COPY. Check Box AfterReading: The owner/contractor/design 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 Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant 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 � 4 jI _ )i \—\r,,o'K S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 2y day of ��`1 ��2 utei:rl� NOWAYetary Public,Stete of New York ��� ,r No,fitDEli 2 9odInsufl kCrounty OWNERA "ri ' ltI11I�A i q)iri t F*resMaldtt30",2RL� PROFIRTY (Where the applicant is not the owner) Marc Wirstrom residing at 11 Hoyt Street, Apt 18 Brooklyn NY 11201 I Brad Hooks (Oza Sabbeth Architects) do hereby authorize to apply on my beha o the f Southold Building Department for approval as described herein. February 14, 2024 Owner's Signature Date Marc Wirstrom Print Owner's Name 2 /7-ONOIN111- NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 261840723 BALDON GROUP INC 1 S OCEAN AVE SUITE 206 I PATCHOGUE NY 11772 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MODERN GREEN HOME LLC TOWN OF SOUTHOLD PO BOX 2007 53095 ROUTE 25 BRIDGEHAMPTON NY 11932 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12234 366-9 711699 09/20/2023 TO 09/20/2024 4/23/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 2234 366-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT S71*1 NCE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:462965099 U-26.3 ° NEW Workers' , OMTEq Compensation CERTIFICATE OF INSURANCE COVERAGE 9 Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that Carrie 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured MODERN GREEN HOME LLC 631-899-4225 ATTN: MISSY PO BOX 2007 BRIDGEHAMPTON, NY 11932 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 261840723 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box"I a" 53095 Route 25 DBL385050 PO Box 1179 3c.Policy effective period Southold, NY 11971 10/04/2023 to 10/03/2025 4. Policy provides the following benefits:. ® A.Both disability and paid family leave benefits. B.Disability benefits only. rl C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law.. ❑ B.Only the following class or classes of employers employees: Under penalty of perjury„ I certify that I am an authorized representative or licensed agent of the Insurance carder referenceda—bove and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 4/23/2024 By �,�44,0, 4f (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number 516-82 -8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only If Box 4B,4C or 58 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 111111111111111111111111111111II�IIIIIIIIIIIIIIIII1111111 [_DA�TE(MMIDDIYYI Y) ' " CERTIFICATE OF LIABILITY INSURANCE 04/23/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT ce the poli . If the rtificate holder 5 an ADDITIONAL INSURED, cy&s)must hams ADDITIONAL INSURED provislotas or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(N s). PRODUCER NAMEt Peggy MUSarra PttDNE (631)289-8822 �I� Ne:. (631)289-8833 Baldon Group,Inc. ADR55: pmusarrat�aidcrlgrraaup.carn 1 South Ocean Avenue,Ste 206 NAIc# INSURERS)AFFORDING COVErtAGE 12294 Patchogue NY 11772 pNSURERA: Southwest Marine&General Ins.Co. INSURED INSURER B: Modern Green Home,LLC INSURERC: PO Box 2007 INSURER D: INSURER E Bridgehampton NY 11932 INSU'RERF: COVERAGES THIS ISTO CERTIFYTHAT THE POLICIES OF IINIFICATE SURANCE LIISTEED BELOW HAVE BEEN ISSUED TO THE INSURDOCUMENT WITH SIGN NUMBER. 23-24 GL/XS REVISION, FOR THE POLICY PERIOD NAMEDABOV INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR TYPE OF INSURANCE POLICY NUMBER MM@DDIYYYY MWODIYYY1d LIMITS 1,000,000 X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 100 000 REMISE, Eacr�acerr ' $ CLAIMS-MADE 1 OCCUR 5 000 MED EXP IAnY ono person) $ � --- A GL2023LHBOO238 08/06/2023 08/06/2024 1,000.000 PERS±�NA9»+3�A&7'tia''INJURY S LAGGRE ATE LIMIT APPLIES PER: PRO,GENDfATS-CO AGGREGATE S 21000,000 pRO PRODLdOTS-COMRCOPAIJO S 2,000,000 GEN POLICY JECT LOC $ OTHER; COMSINED SIN I E R.MIT S Ea acCden AUTOMOBILE LIABILITY BODILY INJURY(Per person) $ ANY AUTO �- - BODILY INJURY(Per accident) S OWNED SCHEDULED AUTOS ONLY AUTOS PRO'PE'RTY9ACvMAGE $ HIRED NON-OWNED Per otddent AUTOS ONLY AUTOS ONLY $ EACH OCCURRENCE S 3,000,000 UMBRELLA LIAR OCCUR AGGREGATE 3,000 000 A EXCESS LIAB CLAIMS•MADE. EX2023LHB00063 08/06/2023 08/06/2024 S . El OTH _ OEG PETEdJTION$ TI9TE WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN ELL,EACH ACCIDENT $ ANY PROPRIETOPJPARTNEMEXECUT'I'VE NIA E.L.DISEASE-EA EMPLOYEE S OFFICERIMEIMhBER iEXCLUEkED" i1'Ves Vim, ory In NHi E.L.DISEASE-POLICY LIMIT S describe under DESCRIPTION OF OPERATGON;S tallow DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) C`RTIF'ICATB H'OLDFR ANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 53095 Route25 AUTHORIZED REPRESENTATIVE PO Box 1179 ,/p, � ✓ Southold NY 11971 �j�i, +rrO q�c✓w" - �/lR� ©1988-2015 ACORD CORPORATION. All rights reserved 15(2016103) The ACORD name and logo are registered marks of ACORD S.C.T.M. NO. DISTRICT: 1000 SECTION: 111 BLOCK: 8 LOT(S): 10 DWELLING W \ W/WELL WATER 70 `z VACANT 70, "µ 1 Y 100' „ E 26S.S0 25" Lor 158 20 .2(�N�g036 50 ' „ 76 �" ) WOOD �r" 68 DWELLINGS W/PUBLIC WATER 150' MORN. 7 JN �r 2- ° � . 9IwILGw yY9 � zL�% l LOT 157 W.M. j 71I-" ti IC: n; SI16Rk(. ti U. 1 LIN 70 PY W A �ti uY � �"w � C,q?vfETtED w irV , p T ~�"w"�Y.MWOVIy qC 6ilYtiw «y� 4 % � ,�,,w"% 156 Mrwdb its r MON. LOT � " 4 ,x VACANT mrukwk R I l aZ U.P. 7 1 42, 7 1 r UY. 70 w 9O o i%Tuw v t d 7r "I •74 48 7 zP " " ***NOTE: THE FILED MAP IS MARKED THERON 7A "LOT DIMENSIONS ARE APPROXIMATELY ONLY" L AND BECAUSE OF THIS LEGEND DIVISION r• ��w' " ow kr bu ,,.� LINES ARE INDEFINITE AND UNCERTAIN. PROPERTY LINES SHOWN ON THIS MAP ARE REPRESENTED w � �"7`"�'� "� � '� � ����1� � "� ."'"� ON SURVEY RECORDED IN LIBER 2006 PG. 426 AND IN COMBINATION WITH (PRESENT DAY MEASUREMENTS AND FIELD OSE,RVATION � S;EL 73.5 VACANT "w. 76 DWELLINGS 150' N ✓ � �+ � W/PUBLIC WATER 150' LOT 15 1 Fifi 5 I""I r ��^IR�V t� .✓� , 4 SM BROWN "`"�" l LOAMY SAND 2.6' 4w, ��'��� THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL & GRAVEL AND ORNS SHOWN ARE DATA OBTAINEDfROM FIELD F SERVA710NS FROM OTHERS v PALE MEDRATION AREA ! 76 NAVD88 SW BROWN W/111lwNCH AREA: 37,806 S.F. or 0.87 ACRES ELEVATION DATUM. MEDIUM 2.5' a SAND el UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOLAIION 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 774E PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU71ON 76 LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. PALE , �p�V � THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE BROWN NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS MEDIUM 401p AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SAND & GRAVEL 11.7 MON" O7 -90 SURVEY OF: LOT 157 CERTIFIED TO:ADVANTAGE TITLE GROUP AGENCY, U..C, " ^ MARC WIRSTROM LIVING TRUST DATED MARCH MAP OR AMENDED MAP A OF NASSAU POINT FlLED: AUG. 16, 1922 No.156 AMTRUST TITLE INSURANCE COMPANY AN AMTRUST — 17' SITUATED AT: CUTCHOGUE FINANCIAL COMPA TQ JAN. 6, 2021 < REVISED 04-16-24 TOWN OF: S OLD 0 _ SOUTH OLD REVISED 2 15 24 K. WOYCHUK LS EV KE1wINE`1"H M #Tr!D (: UR BNB_8 NG« PLLC REVISED 01-20-24 SUFFOLK COUNTY, NEW YORK � Professional Land Surveying and Design REVISED 07-20-23 At •� P.O. Box 153 Aquebogue, New York 11931 UPDATE 07-07-23 FILE /�221-04 SCALE: 1"-3p' DATE: JAN. 6, 2021 N YS, Lj NO, 050882PHONE (e31)296-1588 FAX(891) 298-1586 SSA 6 9f ' CGE::N:ERAL 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 ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECKInc 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 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 r0 GRAIN 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. Andrews 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP, 20 GAGE (UNCOATED E n g i n e e r i n g 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 =0.0358 ), GALVANIZED (G60 COATING), UNITED STEEL DECK 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 , STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. 158 County Rd. 39, Suite 10 A. FORMED WALL 2 BACKFILL SIDE. /4 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-]/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 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING Info@DiLandroAndrews.com LOADS: D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE 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. Professional Seal 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO 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. OCCUPANCY CATEGORY II SOCIETY STANDARD D1.4-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: GROUND SNOW LOAD,Pg 20 PSF ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED I. 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 PSF BELOW,UNLESS OTHERWISE NOTED: 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF Y-0" 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 WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 1N ACCORDANCE USAGE 28 DAY MAX AGG. STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS, MAY BE USED.FASTENERS SHALL STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS BY WEYERHAEUSER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL 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 I" METHOD 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, OF NEtV OCCUPANCY CATEGORY II 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.0xW2.0 IN ALL TOPPING �� -'0BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF �Q' NENRy .per IMPORTANCE FACTOR,Iw 1.0 C. PIERS 4000 S.C. 1" SLABS UNLESS OTHERWISE NOTED. 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 12. PROVIDE#4 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING �' rn cc PRESSURE COEFFICIENT 0.18 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 AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. POURED FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE OR `s � (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-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. Fp �9720-1 AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI A 5. THE STRUCTURE HAS BEEN DESIGNED FOR 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 9�FESSIONP� SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE IS THE RESPONSIBILITY 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 SHALL 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 116PCF. 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 RESPONSIBILITY 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 j SECT SECTION 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, MTN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT STRUCTURAL STEEL BRCG BRACING SHTHG SHEATHING (Y 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3" MAXIMUM WATER SHORELINE SHALL BE STAINLESS 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 ALL STAGES OF CONSTRUCTION. LONG MINIMUM AT 3'4" 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 FOR 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 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 (/) 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) V x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE W .,,, _ 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 r 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" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554, GRADE 36 DIA DIAMETER TOW TOP OF WALL W LLI OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL H �n STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED 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 FROM 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 ALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE 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 WITH 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 j 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 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 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 REPORT ANY DISCREPANCY TO THE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED ARCHITECT PRIOR TO FABRICATION OR INSTALLING 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 D_ 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 ARSENIC-FREE TREATED WOOD HGR HANGER W 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 INFORMATION 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 (D 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 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 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 f- LO REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT b C ) CO 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 W Cy 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 CO � DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL 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 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 REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM 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 WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO.2. IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM No. Date Description 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 FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB(BASE)=850 PSI FV(BASE)= 0 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 02/02/2024 FOR PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. E(BASE)= 1,6 OC ON CENTER 2 --/---- 00,000 PSI 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 3 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER 4 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT 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 5 --/ '/-- '--- CERTIFICATE OF OCCUPANCY. 1. 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 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 QUALIFICATIONS TO THE S Designed 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. STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT 9 d 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 GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY Checked By : AA 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS,MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. 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 MEMBER DEPTH AND SHALL NOT Y ' 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. END NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date : 02/01/2024 SHALL BE RESPONSIBLE FOR THE DESIGN 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 SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS Scale: AS NOTED RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN 3'-0"OF COLUMNS. OTHERWISE NOTED ON PLANS. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 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 INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF T-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: 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 S �000 MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. INDICATED. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., PLYWOOD SHALL BE USED ON FLOORS. INC.OR APPROVED EQUAL.(DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# ti I 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 I I I I I I I I -------------------------- -------------------- OF NEW I I I I I I i t i I I I I I I I I I I I I I I I I I I I I I j I I I I I i I I I I I I O O I I 1 I I I I I I I I M Cr I I I I I I I I I I I I F- 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 I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I O F 49720 i I I I I , 1n 1 1u 1 1 11 1n 1 1n 6-52 6-52 6'-52" 6-52' 6'-52 8-82 ROFES S10NP' I I I I I I I I I I I I I I I I 1 1 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 j 1 1 I I I I L.L I I I I I I I I I I I I I I I U) U) _------J L------J L------J L--_---J L----__—J -------J — '—� — 1 FF_j I t r----------------------------------- i T i I LEGEND F -1 F I O I I I I I I I ; I � �. 0 - INDICATES POOL SHELL 10„ THICK. I I I /tr C - PROPOSED 2'-6"W x 1'-6"D - 1 - 1 — - - 1 I I_77— W CONTINUOUS GRADE BEAM/PILE CAP: I I I I I I I REINFORCE W/ (4)#5 BARS @ BOT. I I ; W (3)#5 BARS @ TOP, #4 STIRRUPS @ 9" ( I I ( I I I I I I I I Izo i I _ s- o O.C. TYP. (3) STIRRUPS WITHIN 12" OF A I Q PILE; PILE CAP, SEE SCHEDULE -INDICATES HELICAL PILE(21 TOTAL) s-1oo A I II — � — � 100 � -- -- ------------_ ---------------.1-----_ ---.L---- _ -- ---- - ------- -- --- ---- ---- --- - ------- ----- -- L J ------------------2$ RS PILE W/8-10-12 HELIX, MIN. + ------ ------" w TORQUE 5,555 FT-LBS — — — — — — — — — (25.5 KIP ALLOWABLE, 50 KIP ULT) U: � � O vi �— �— I I I I I I I I I I I 1 I I I I I I I I I I I I ry I zI O I I � z I I LLi Q � U � WO Q = z GRADE BEAM LAYOUT & PILE LAYOUT b o c w M d) SCALE: 1/4"= 1'-0" O r r 0.. Revisions No. Date Description 1 02/02/2024 FOR PERMIT 2 -44-- ---- 3 4-4-- ---- 4 --/--/-- ---- 5 -44-- 1 ---- Designed By : AN Drawn By : AN Checked By : AA Date: 02/01/2024 Scale: AS NOTED S � i 00 Sheet# ' DiLandro Andrews Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 REINFORCEMENT: Professional Seal — @ DEPTH BELOW WATER <5'-0" #4 REIF. CLEAN SAND BARS @ 10" O.C., TOP BACKFILL, TYP. CLEAN SAND — @ DEPTH BELOW WATER >5'-0" #4 REIF. BACKFILL, TYP. BARS@ 6" O.C., TOP - - - - - - - - - - - •f I F t•: i j.� J.F'• I 2` •'.4 t ;• N O F E O +4i P E N ..•Y - R --A_ •t�• i:,•.l.s• 1 O ^tea, O.•w. 3 011 WATER DE PTH PTH •7, �••\A ti t. - m ►— W 4~ •,. 1 jc ry d ail• t t\ J jt' • v `•4'n i/ s, 0 t.: Y 4i. O 20 •+A� r, A 9 F 0 P E 1tl �.� S . : S1 :.jtt >�c a i 81 011 WATER DEPTH O P \f.•. f I• '•S t. z ,.t. d. Tj b'• • .o a• / V J A' • 11 J\y 4 DOWEL AR 1 MIN. # O B 0 O.C. Q - e 1211 INTO GRADE BEAM TYP. • j I— • • . w a i • i • i .• 2 N..'Y• I� P •i 4 11 — z S ` 4 BAR 1 101 # @ 0 O.C.B.W. �`L` ::°s :: ' ` :; �� °:..{ a • o _ #4 BAR @ 10" O.C. B.W. z 4.4 •• •• . •• . 6 THICK LAYER OF 4 f— \\ o . a. • o . a • 'C' a. #4 DOWEL BAR 1 . MIN. CRUSHED STONE BASE, TYP. v Ilk@ 0 OC , w -' — 12" INTO GRADE BEAM, TYP. UNDISTURBED U) 10 MIN. THICK GUNITE SHELL W/ 1 SINGLE REBAR CAGE SUB—GRADE, TYP. J 0 _. 0 S-101 °— REINFORCEMENT: 6" THICK LAYER OF 4" — @ DEPTH BELOW WATER <5'-0" #4 REIF. CRUSHED STONE BASE, TYP. BARS @ 10" O.C.B.W., BOTTOM UNDISTURBED — @ DEPTH BELOW WATER >5'-0" #4 REIF. SUB—GRADE, TYP. BARS @ 6" O.C.B.W., BOTTOM SECTION A—A ~ z SCALE: 1/2"= V-0" 0 0- z Dw Q Z) #4 BENT BAR @ 10"O.C. MAX. SEE POOL SHELL Q O REINFORCEMENTS O U LO W (` ) ~ Cy) T-0" LAP SPLICE 2"H"MIN. FIELD HORIZ. &VERT. WALL €' (0 D r #4 DOWEL BAR @ 10"O.C., MIN. 12" TYP.AT WALL REINFORCEMENT INTO GRADE BEAM, TYP. AND FTG. 2'-0" 0- 01 01 BOT. HORIZ.WALL REINFORCEMENT L #4 BARS @ 10"O.C.AT STEPS Revisions No. Date Description #4 NOSING BAR, CONT. 1 02/02/2024 FOR PERMIT 2 --/--/-- ---- #4 TOP BAR TO BE LAPPED WITH TYPICAL GRADE BEAM: _ POOL SHELL REINFORCEMENTS 3 --/--/-- (4)-#5 BARS EVENLY SPACED @ I II- r GRADE BEAM BOTTOM, 5 --/--/-- • • • (3)-#5 BARS EVENLY SPACED @ MRANSVERSE BARS @ 10"O.C. re GRADE BEAM TOP,2"CLR. FOOTING REINF. O #4 STIRRUP @ 12"Q.C. ? \/ 1 ROCK BEARING Designed By : AN (9Z II I TOP REINF. IF REQ'D. CONT.#4 BARS @ 10"O.C. MAX. W �� SEE FDN. WALL/FOOTING TO BE LAPPED WITH POOL SHELL Drawn By : AN 2'-6" U) Z SECTIONS REINFORCEMENTS Checked By : AA - o NOTE: 771 (n U TYPICAL GRADE BEAM DETAIL Z PLACE LOWER FOOTING FIRST o77 1 Q Date : 02/01/2024 S-101 SCALE: 3/4"= 1'-0" Z 3 STEPPED FOOTING DETAIL Scale: AS NOTED Lj S-101 SCALE: 3/4"= 1'-0" 2 STAIRS REINFORCEMENT DETAILS S � 10 1 S-101 SCALE: 3/4"= 1'-0" Sheet# HELICAL PILE SPECIFICATIONS: SHAFT MATERIAL: c~�I 02.875 X 0.276"WALL 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.) rn DILandr0 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: 5,555 FT-LBS ASTM A572 GRADE 50 X 2'THICK(STANDARD) 158 County Rd. 39, Suite 10 3. PIERS SHALL BE INSTALLED BY CONTRACTOR WHO HAS SATISFIED THE RS2875.276 Southampton, N.Y.11968 CERTIFICATION REQUIREMENTS RELATING TO THE TECHNICAL ASPECTS OF THE SHAFT COUPLER MATERIAL: Office: (631)259-3959 PRODUCT AND THE ASCRIBED INSTALLATION TECHNIQUES. 03.5"X 0.281"WALL Info@DiLandroAndrews.com ASTM A513 TYPE 5 Certificate No.: 0019523 4. ALL WORK AS DESCRIBED HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH YIELD STRENGTH=70 KSI(MIN) PILE SHAFT: ALL APPLICABLE SAFETY CODES IN EFFECT AT THE TIME OF INSTALLATION. SHAFT COUPLER HARDWARE: Professional Seal t 5. HELICAL PIERS AS SPECIFIED SHALL CONFORM TO EITHER THE SBCI-STANDARD (2)-03/4"GRADE 8 BOLTS WITH NUTS BUILDING CODE, BOCA NATIONAL CODE, OR ICBO-UNIFORM BUILDING CODE. AN OFFICIAL EVALUATION REPORT WITH ASSIGNED NUMBER SHALL BE PRESENTED FINISH: UPON REQUEST TO THE OWNER AND/OR THEIR REPRESENTATIVE. SBCCI-9504B; 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 EXTENSION SECTIONS SHALL BE SOLID STEEL, NEW CONSTRUCTION ASSEMBLIES DESIGNTHICKNESS(3)= 0.257in ROUND CORNERED SQUARE SHAFT, OR ROUND STEEL PIPE SHAFT, OR COMPOSITE STEEL AND GROUT SHAFT CONFIGURED WITH ONE OR MORE HELICAL BEARING EXTENSION SECTION CORRODED CORRODED 12) PLATES WELDED TO THE SHAFT. C1500�797 � PLAIN PIAfN GALVANIZED 48 7. ALL PIERS MUST BE CORROSION PROTECTED BY HOT DIP GALVANIZATION. NEW CONSTRUCTION BRACKETS' OD(in) 2.875 2.839 2.868 • w t(in) 0.257 0.221 0.250 3"X 8.0"S .A36 CAP PLATE C1500797 O ID(t) 2.361 2.397 2.368 8. INSTALLATION UNITS SHALL CONSIST OF A ROTARY TYPE TORQUE MOTOR WITH 4 Q ( ) 2 Q �, A(in ) 2.11 1.82 2.06 PIPE AND HARDWARE SIMILAR TO SHAFT COUPLER OF NEB, FORWARD AND REVERSE CAPABILITIES. W I(in') 1.83 1.57 1.78 .<<G yo S(in') 1.27 1.10 1.24 �P NENRy .p 9. INSTALLATION UNITS SHALL BE CAPABLE OF DEVELOPING THE MINIMUM TORQUE FINISH: W Z(in 3) 1.77 1.52 1.72 AS REQUIRED. HOT-DIPPED GALVANIZED COATING IN ACCORDANCE WITH ASTM A123 CU r(in) 0.93 0.93 0.93 O m w 10. INSTALLATION UNITS SHALL BE CAPABLE OF POSITIONING THE HELICAL PIER AT MINIMUM MINIMUM THE PROPER INSTALLATION ANGLE. THIS ANGLE MAY VARY BETWEEN VERTICAL ,.:. "' YIELD(KSI) TENSILE(KSI) AND 5 DEGREES DEPENDING UPON APPLICATION AND TYPE OF LOAD TRANSFER MATERIAL FOA �97201 DEVICE SPECIFIED OR REQUIRED. RS2875.276 SHAFT WITH NEW CONSTRUCTION BRACKET O PROPERTIES 60 70 R�FESS1oNP� 11. INSTALLATION TORQUE SHALL BE MONITORED THROUGHOUT THE INSTALLATION FOOTING SIZE QO 1. CORRODED PROPERTIES BASED ON A 50-YEAR PROCESS. REINFORCING DETAILS,, SCHEDULED SACRIFICIAL LOSS IN THICKNESS PER REINFORCING DETAILS, ICC-ES AC358. 12. HELICAL PIERS SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED &EMBEDMENT DEPTHS SHAFT COUPLER 2. HOT-DIP GALVANIZED COATING IN ACCORDANCE TO PROVIDE THE LOAD CAPACITIES SHOWN O WITH ASTM A123.N THE PLANS. BY PROJECT ENGINEER 3. DESIGN THICKNESS FOR HSS AND PIPE BASED ON _ _ _ w 93%OF NOMINAL THICKNESS PER AISC. • ♦� + _ 13. THE APPROPRIATE STEEL NEW CONSTRUCTION LOAD TRANSFER DEVICE SHALL BE III-III-III-III-III-III e• I-� USED. -I I 1=1 I MI I M1 I MI I I ' . :' . . . I I- PILE SHAFT •III-III-' -p�I �I . d.•�' ' I-I 14. APPROPRIATE HELICAL PIER SELECTION WILL CONSIDER DESIGN LOAD PLUS SAFETY =III=I I = I 1=1I I I r III= FACTOR. SOIL PARAMETERS AND THE INSTALLATION TORQUE VS. CAPACITYW4'A - -CAP PLATEEQUATION AS PER THE MANUFACTURERS RECOMMENDATIONS. +. _=IIMIII-I I I-I 11=1 I I a III- Wz MI o LEAD SECTION W15. HELICAL PILE INSTALLATION MUST BE CERTIFIED BY A N.Y.STATE LICENSED (2)-0j"GRADE 8 :SDESIGN PROFESSIONAL AND SUBMITTED TO THE E.O.R. FOR REVIEW PRIOR TO I-III �- BOLT IWITH HELIX PLATESPLACEMENT OF CONCRETE.ACTIVITIES. =III-III-III-III-III- %'•. I=),III-III-III-III-III- II-III-I16. PIERS MUST BE INSTALLED ACCORDING TO MANUFACTURES INSTRUCTIONS. I.I-I.I-I i I-I i I-I iII i I-I i I- 12"0 HELIX PLATE W U SHORTEST RS2875.276 ALLOWABLE MECHANICAL CAPACITIES J LL HELICAL PILE CAPACITIES SUMMARY CONCRETE HORIZONTAL HP288NCB HP288NCB8 COMPRESSIVE DISTANCE TO BRACKET BRACKET U CD MAX ULTIMATE MAX ALLOWABLE STRENGTH EDGE OF -j W DEFAULT AXIAL AXIAL AXIAL AXIAL MAX ULTIMATE TORQUE MECHANICAL SHAFT fc (2> (2) _ N TORQUE (3,5) CONCRETE COMPRESSION TENSION COMPRESSION TENSION o 10 0 HELIX PLATE Q LO CORRELATION INSTALLATION CORRELATED CAPACITIES (psi) (INCHES) ti TORQUE SOIL CAPACITY AXIAL AXIAL (KIPS) (KIPS) (KIPS) (KIPS) U ao FACTOR (FT-LBS) Qu=1Kt x T COMPRESSION TENSION W Kt(FT"-1) 3 30.6 22.4 J 0 (KIPS) =; � - CAP PLATE LLl (KIPS) (KIPS) _j W z 2,500 4 40.8 29.9 47.6 34.1 (4) (2) 5 51.0 34.1 53.6 34.1 = Q 9 8,000 72.0 65.4 34.1 >_6 57.2 34.1 57.2 34.1 8"0 HELIX PLATE ® 8"X 8"CAP 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!� GRADE 8 BOLT IN DOUBLE SHEAR. >_6 61.7 34.1 61.7 34.1 _ 2. GOVERNED BY BEARING AT THE BOLT HOLES. TO HELICAL „ ,_.. 4 X 5 2' LONG K WELD CAP 3. CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE TO CORROSION 3 42.8 31.4 ZINC COATED PLATES 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 ICC-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 Q 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 49.0 34.1 CASE BY CASE BASIS BY THE PROJECT ENGINEER. 4,000 4 60.9 34.1 60.9 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 SHOULD ALSO NOT EXCEED THE INSTALLED TORQUE-CORRELATED CAPACITY OR INSIDE DIMENSION z THOSE LISTED IN THE RESPECTIVE BRACKET CAPACITY TABLES. CAP PLATE DIMENSIONS 4"X 6"SQUARE 2"X 8"SQUARE MATCHING SHAFT 6. LISTED DEFAULT Kt FACTORS ARE WIDELY ACCEPTED INDUSTRY STANDARDS.THEY O Z ARE GENERALLY CONSERVATIVE AND ARE CONSISTENT WITH THOSE LISTED IN ICC-ES LEADING EDGE a" AC358. SITE-SPECIFIC Kt FACTORS 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. 7. SOIL CAPACITIES LISTED ARE ULTIMATE VALUES AT MAXIMUM INSTALLATION TORQUE. UNCOATED STEEL. SCHEDULED THICKNESS LOSSES ARE FOR A PERIOD 50 YEARS AND ARE IN ALLOWABLE SOIL CAPACITY VALUES ARE OBTAINED BY DIVIDING THE ULTIMATE ACCORDANCE WITH ICC-ES-AC358 MMONLY 2• ALLOWABLE COMPRESSION CAPACITIES ARE BASED ON CONTINUOUS LATERAL SOIL CONFINEMENT IN VALUES BY THE APPROPRIATE FACTOR OF SAFETY(FOS). FOS IS MOST CO TAKEN AS 2.0,ALTHOUGH A IHIGHER OR LOWER FOS MAY BE CONSIDERED THE SOILS WITH SPT BLOW COUNTS>_4. PILES WITH EXPOSED UNBRACED LENGTHS OR PILES PLACED IN RS2875.276 PILE SHAFT Q O BEARING DISCRETION OF THE HELICAL PILE DESIGNER OR AS DICTATED BY LOCAL CODE WEAKER OR FLUID SOILS SHOULD BE EVALUATED ON A CASE BY CASE BASIS BY THE PROJECT ENGINEER. AREA • • Z 3. CAPACITIES INCLUDE LIMITING MECHANICAL CAPACITIES OF THE SHAFT WHEN THE SHAFT AND BRACKET PILE DIAMETER BEARING Lo REQUIREMENTS. E-- 8. SQUARE SHAFT PILES MAY BE CONSIDERED FOR COMPRESSION APPLICATIONS IN SOIL ARE COMBINED AS A SYSTEM. U O CO PROFILES THAT OFFER SUFf=1CIENT CONTINUOUS LATERAL SUPPORT: E.G., IN SOILS 4. DESIGN CHECKS INCLUDE THE LIMITING CAPACITIES FOR CONCRETE BEARING WHICH IS A FUNCTION OF 6" 0.15 W CO M WITH SPT BLOW COUNTS>_ 10. EVEN IN THESE HIGHER STRENGTH SOIL CONDITIONS, O THE HORIZONTAL DISTANCE TO THE EDGE OF CONCRETE. OTHER CONCRETE DESIGN CHECKS INCLUDING Cfl BUCKLING ANALYSES SHOULD BE CONSIDERED,TAKING INTO ACCOUNT SHEAR, BENDING,AND PUNCHING OF THE SUPPORTED STRUCTURE WILL BE PROJECT SPECIFIC AND 8" 0.30 DISCONTINUITIES AND POTENTIAL ECCENTRICITIES CREATED BY THE COUPLERS. SHALL BE THE RESPONSIBILITY OF THE PROJECT ENGINEER. n- 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 --/--/-- ---- Designed By : AN Drawn By : AN Checked By : AA � Date : 02/01/2024 Scale: AS NOTED Sa200 Sheet#