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Home My WebLink About48671-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT r 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#: 48671 Date: 12/29/2022 Permission is hereby granted to:. 1663 Brid a LLC C/O Donald P Brennan Jr 26 Remsen St Brooklyn, NY 11201 To: Construct attached raised masonry patios, swimming pool and attached lower level pool house at existing single family dwelling as applied for, with SCHD and per Trustees # 10175 approvals. At premises located at: 1663 Brid a Ln, Cutcho ue SCTM # 473889 Sec/Block/Lot# 118.-2-4.2 Pursuant to application dated 11/4/2022 and approved by the Building Inspector. To expire on 6/29/2024. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $598.40 CO- SWIMMING POOL $50.00 Total: $898.40 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 )itt°i ,//w'r wr southoldtowz�.Zov. Date Received APPLICATION FOR BUILDING IT For Office Use Only u PERMIT NO., "Jj- Building Inspector: ,i Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,ank' Owner's Authorization form(Page 2)shall be completed. Date:November 2, 2022 OWNER(S)OF PROPERTY: Name:1663 Bridge, LLC SCTM # 1000-118-2-4.2 Project Address:1663 Bridge Lane, Cutchogue, NY 11935 Phone#:917-568-6525 1 Email:donald@brennanre.com Mailing Address:26 Remsen Street, Brooklyn, NY 11201 CONTACT PERSON: Name: Fred Seifert/ Seifert Construction Corp. Mailing Address: P.O. Box 1407, Mattituck, N.Y. 11952 Phone#: (631) 298-1036 Email: office@seifertconstruction.com DESIGN PROFESSIONAL INFORMATION: Name: Jeffrey T. Butler Mailing Address: P.O. Box 634, Shoreham, N.Y. 11786 Phone#: (631) 208-8850 Email: CONTRACTOR INFORMATION: Name: Seifert Construction Corp. Mailing Address: P.O. Box 1407, Mattituck, N.Y. 11952 Phone#: (631) 298-1036 Email: office@seifertconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑■ New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $700,000.00 Will the lot be re-graded? ❑Yes ❑■ No Will excess fill be removed from premises? ❑Yes A No 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R4O this property? ❑Yes XNo IF YES, PROVIDE A COPY. ❑ C"('tee* Box After Re dh1g: 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 230AS of the New York State Penal Law. Application Submitted By ifs naris M LlAuthorized Agent ❑Owner Signature of Applicant: Date: i/lv STATE OF NEW YORK) SS: COUNTY OF ) Fred Seifert being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he 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 w f r 4 , -5 da �� , �� Y of . 20 ... 0 ary*l5ii lic EVE L,GATZ-SCHWMMBORN NOTARY PUBLIC.STATE OF NEW YORK R P IIIA!"° I II nRegistration No.OIGA6274028 ,�,�.. .�� mrv..........._� Qualified to Sui`9:olit County (Where the applicant is not the owner) cotnmissioru��tir ot�.24,20 } Donald Brennan, Jr. 26 Remsen Street, Brooklyn, NY 11201 I residing at do hereby authorize Fred Seifert to apply on my behalf to the Town of Southold Building Department for approval as described herein.. - , November 2, 2022 Owner's Signature Date Donald Brennan Jr/1663 Bridge LLC Print Owner's Name 2 .,, M� , 'Ynw,;, art,.�. m � n .„ ��,,�" r� yw„ w � 'wya '�i, ; '' ,.✓`a^' "' � mr ,�"ki yu"w�b i m � r i mi no n Y f a � v � , rr v .v ei.y iv u. '45 i iwv P� Jfta. 1 i r�rom r �w,ir, avvi r, � i f i � i� r n,� aim n�nv haNN�r aNi� rnaruJrmwti Prat r�i� Irma i7i i i,l �mv nn �ti i �m � n � ,' 1�Yti�m�.JO>'hYJr Wn�HI.,@� �' Ou�'D�� m' 9 l: 9 1 `m f� ,'J,. ➢ ,�. � Dy d BOARD OF SOUTHOLD TOWN TRUSTEES "A SOUTHOLD,NEW YORK PERMIT NO. 10175 DATE: JUNE 15,2022 ISSUED TO: 1663 BRIDGE LLC c/o DONALD P.BRENNAN JR. 'MANAGING MEMBER � PROPERTY ADDRESS: 1663 BRIDGE LANE,CUTCHOGUE SCTM#: 1000-118-2-4.2 AUTHORIZATION a° Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in , r, accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 15,2022, and in consideration of application fee in the sum of$250.00 paid by 1663 Bri4ge,Bridge, LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: ° Wetland Permit to construct a 19'x41' swimming pool surrounded by a 1,625sq.ft. raised,bi-level masonry patio with 1)access ramps,steps and landings,2)cloth canopy above,and 3)pool equipment, l , half-bath, laundry/storage space beneath; remove existing two-system conventional septic system and w, install a new two-system I/A OWTS sanitary system more than 100' from wetlands; install stormwater drainage system and pool drywell; modify existing grade by±12"using excavated on-site material; and to establish and perpetually maintain a 15'wide,approximately 2,700sq.ft.non-turf buffer area adjacent to the wetland boundary to northeast("Bridge Lane"); and as depicted on the site plan prepared by Jeffrey T. Butler,P.E.,P.C.,dated December 17,2021,and stamped approved on June 15,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the year and day first above written. ,Soa'f F04 " v„ ri r If r� h � Glenn Goldsmith, President ,� � � ,, " �.ti Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President r P.O. Box 1179 Eric Sepenoski l `' Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth PeeplesM Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 21, 2022 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE. 1663 BRIDGE, LLC c/o DONALD P. BRENNAN, JR., MANAGING MEMBER 1663 BRIDGE LANE, CUTCHOGUE SCTM# 1000-118-2-4.2 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, June 15, 2022 regarding the above matter: WHEREAS, En-Consultants on behalf of 1663 BRIDGE, LLC c/o DONALD P. BRENNAN, JR., MANAGING MEMBER applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated May 2, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on June 15, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of 1663 BRIDGE, LLC c/o DONALD P. BRENNAN, JR., MANAGING MEMBER to construct a 19'x41' swimming pool surrounded by a 1,625sq.ft. raised, bi-level masonry patio with 1) access ramps, steps and landings, 2) cloth canopy above, and 3) pool equipment, half-bath, laundry/storage space beneath; remove existing two-system conventional septic system and install a new two-system I/A OWTS sanitary system more than 100' from wetlands; install stormwater drainage system and pool drywell; modify existing grade by ±12" using excavated on-site material; and to establish and perpetually maintain a 15' wide, approximately 2,700sq.ft. non-turf buffer area adjacent to the wetland boundary to northeast ("Bridge Lane"); and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated December 17, 2021, and stamped approved on June 15, 2022. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 V ly your � 7 1 vo&�4,-A Glenn Goldsmith President, Board of Trustees GG/dd NEW YORK STATE DIEPAR"rimIENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region I SUNY A-.Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444 0360 wvvw.dpc.ny.gov TIDAL WETLAND LETTER OF NON-JURISDICTION September 16, 2022 1663 BRIDGE LLC C/O DONALD BRENNAN 26 REMSEN ST BROOKLYN, NY 11201 Re'. 1663 BRIDGE LLC 1663 BRIDGE LN SCTIVI# 1000-118-2-4.2 CUITCHOGUE, NY 11935 DEC ID: 1-4738-02619/00014 Dear Applicant: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the referenced property landward of the elevation contour line of 10 feet above mean sea level, as shown on the survey by Kenneth M. Woychuk, LS, dated June 30, 2021, is beyond Article 25 (Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use ReguIations'(6NYCRR Part 661), no permit is required under the Tidal Wetlands Act to conduct regulated activities landward of that line. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundaries, as indicated above, without a permit. This includes the buffer labeled as 'non-turf' as shown on the plans by Jeffrey T. Butler, last revised May 2, 2022; this buffer is to no longer be mowed, fertilized, or otherwise maintained,without a permit, and will be allowed to passively revert to a naturally vegetated area. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundaries and your project (i.e. a 15' to 20' wide construction area) and/or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, t��d� (_1 1�Cl:_ -1 I-aura -. Star Deputy Permit Administrator cc: En-Consultants BMHP-TW t'd%VVMTHK [)�?pa-vl[merkt of File Environmenmli ConservaUan Client#:4923 SEIFCON ACORD. CERTIFICATE OF LIABILITY' INSURANCE DATE127/2DIY2 10 12 712 0 2 2 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: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may r"'uire an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONANAME,c Commercial Support Edgewood Partners Ins.Center P1-390-9700 A� Nro...._ ...... _._....__..,. 63 I x_ ) 631 390-9790 40 Marcus Drive E-MAtL ADDRES .. S Nl�cert6ficates@ep)cbrokers.corn 3rdFloor ._��__��.... ..............�w .. ...__. Melville, NY 11747 INSURERA:Southwest Marine&General In_s Co GE 1 NAIC# m. .�._ 2294 INSURED ............................._...................... .. INSURER B.....Merchants Preferred Insurance Co. .... _ 12901 Seifert Construction Corp. iNsuRER. _...�__ _�_..�.� y. ....................... ........... ,. POBox 1407 _.................mw... _._.._. _._......�.......n...._. _... _ ...._ ...._...�__. INSURER D:. Mattituck, NY 11952 u•.- INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH 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. TYPE OF INSURANCE NUMBER MMIDDIYYYY) AMM � - LTR INSR WVD POLICY^ ILOICDY EXP LIMITS )_,I /NSR ADDL UBR POLICY EFF PO A X LIABILITY E $1,000,000 CLAIMS-MADE ( Y GL2022LH600298 0811012022 08/10/202 EACH _.. COMMERCIAL GENERAL OCCUR IEI� ' w accurcac $1 000,000 0 u one person) SmSrOOO ti�� BI1PD Ded:2,50 MED EXP(Any m_. GEN'L AGGREGATE LIMIT APPLIES_ GERSONAL&ADV INJURY $1,000,000 P PER: GENERAL AGGREGATE $2x000,000 PRO- PRODUCTS-COMP $2 OOO OOO ..�._ POLICY I!�I JECG LOC $ OTHER: __ B AUTOMOBILE LIABILITY CAP9115710 � 5/11/2022 05/11/20 �`OMBIN�D SINGLE a Ir�roT OMOB.......IABI ............. .......... . 1 000 000 1202 ( accddaxnt� .+ . . ._....__,. X ANY AUTO BODILY INJURY(Per person) $ BODILY INJURY Per accident m OWNED SCHEDULED ( ) $ AUTOS ONLY AUTOS ._ x HIRED NON-OWNED PROPERTY IyA7M1'Ai $ AUTOS ONLY _X, AUTOS ONLY $ EXCESS LIA .... _...- _.. ._..... A _ ... A UMBRELLA LIAB X OCCUR EX2022LHB00085 8/10/2022 08/10/202 EACH OCCURRENCE $3,000 000 X 9 .....ro_ ... CLAIMS-MADE AGGREGATE mm _ $3 000,000 DED „� RETENTION$ _- _ $ WORKERS COMPENSATION -.__�.. _.. T41 — uwi- �--._... AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTNE E.L.EACH ACCIDENT $ OFNCr,R)MEMDER EXCLUDED? N I A (Mandatory In NH) E.L_DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Donald and Patricia Brennan are included as additional insureds for general liability coverage as required by written contract. CERTIFICATE HOLDEN, CANCELLATION Donald and Patricia Brennan SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1663 Bridge Lane ACCORDANCE WITH THE POLICY PROVISIONS. Cutchogue, NY 11935 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) 1 of 1 The ACORD name and logo are registered marks of ACORD #S4353781/M4265859 ICA01 17091\Nl� NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D AAA^^A 113425746 SEIFERT CONSTRUCTION CORP PO BOX 1407 MATTITUCK NY 11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SEIFERT CONSTRUCTION CORP TOWN OF SOUTHOLD BUILDING DEPT PO BOX 1407 54375 NY-25 MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 1300 444-5 440846 06/29/2022 TO 06/29/2023 111312022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1300 444-5, 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:IIWWW.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 CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. FREDERICK G SEIFERT PRES JOHN G SEIFERT V PRES OF SEIFERT CONSTRUCTION CORP 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 S4 71*1 NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 578129590 " U z LOT 110 -- 4�f s f asp, 3 St00 � O T EXISTING EXISTING "la ✓� i EM MARSH -9,rl MARSH GVb I Ex PAT E: f6w ms`s 2 5T r F1 DWELL IN, N eCDRh o, d� C� x `�r ILr� SON �" j fl FFI. 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TE5r HoLE5 BY OTHI;5 AND HAS BEEN DETERMINED TO BE 2p00 PSI(5W$P)PER TABLE R401.4.1 OF THE WIND SUBJECT TO DAMA6E FROM WINTER AIR ANNUAL ICE BARRIER 05E/ DODO NYS UNIFORM CODE: 2020 RESIDENTIAL BUILDING CODE PUBLISHED BY 5ROUND 5PEGIAL 5EI5MIG FR05T DE516N FREEZIN6 MEAN UNDERLAYMENT WALL 5HEATHM OCCUPANCY WAN ASPECT TYPE OF THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE WITH 2O20 RESIDENTIAL BUILDIN6 CODE NEW YORK STATE SPEED EXPOSURE OPOGRAPHIG WIND-BORNE FLOOD LIVE DEAD ROOF UPLIFT LOAD HEIGHT HEIGHT RATIO FIRE AREA 9 is SNOW WI(� DESIGN LINE TEMP. INDEX TEMP REQUIRED SUCTION LOAD GLA551FIGATION GONSTRUGTION PUBLISHED BY NEW PORK STATE. 1 LOAD (MPH) ATA60RY EFI=EGTS DEBRIS ZONE HAZARDS LOAD LOAD RE61ON ATA60RY WEATHERING DEPTH) TERMITE DEGAY OPENING PROTEGTON BY HOOD STiRl1GTURAL PNLS TO THE BEST OF OUR K:NOI^Q_ED61=,THESE PLANS COMPLY WITH THE TOWN OF 50UTliDI.D PSZSUANT TO R30I2.12,5EE FA5TENING SCHEDULE MODERATE SLIGHT TO II 5qq 5qq YE5 FROM IggB 40 f 20 f PBRIMITER EDGE ZONE = 312 psf 826E ZONE=2qJ psf 5FD q'O" q'0" 1:3 FIRST FLOOR=b3b SOFT. TYPE y ZONIN6 AND CONSTRUCTION CODES. ON DETAIL SHOT IN THIS SET 20 psf 140 B NO NO YES G SEVERE - TO HEAVY MODERATE FIRM MAPS INTERIOR ZONE = 2qb psf INTERIOR ZONE =24b psf 7EX6RADE FINISHED GRADE MAY VARY AN FOR DT 5 PERM41TSCOPFOR NEW WORK:E OF IMMING POOL,PATIO AND UNDER PATIO STORAGE AREA,112 BATH, le CONDITIONS, SEE 511E PLAN FOR DT15 LAUNDRY AND MECHANICAL ROOM. NOTE THAT TIE STIRI)GTURE 15 D J A ■LOW-ENERGY SECTION R406 FOUNDATION WATEiRPR00FIN6 AND DAMPPRDOFING R4063 DAIMPPROOFING FOR WOOD FOUNDATIONS. TO THE BEST OF MY KNOWLED6E,BELIEF AND PROFESSIONAL JU06EMBNT, BUILDING'PER SECTION N1102 OF THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE. THESE PLANS AND/OR SPECAF 6ATIONS ARE IN COMPLIANCE WITH THE DODO ALL PLUMBING To BE SET-UP FOR"wIxTT321ZATTON• WOOD FOUNDATIONS L3NGWV%HABITABLE OR USABLE SPACES LOCATED E�BY CONSERVATION CONSTRUCTION GODS R406J CONCRETE AND MA60MZY FOUNDATION DAMPPRDOFIN6. BELOW 6RADE SHALL BE DAMPPROOFED IN ACCORDANCE NTH SEGTIONS R302.q FLAME SPREAD INDEX AND 5MOKE-DEVELOPED INDEX FOR R30211.1 FIREBLOGKIN6 MATERIALS. EXCEPT YORE REWIRED BY SECTION R40b.2 TO 13E WATERPROOFED, R4063.1 THROUGH R4063A. TABLE R301.5 TABLE R301.7 WALL AND GEILIN6 FINISHES. EXCEPT AS PROVIDED IN 5EC11ON R302J1,ITEM 4,FIREBLOGKINIG 514ALL FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES FLAME SPREAD AND SMOKES INDICES FOR WALL AND CEILING CONSIST OF THE FOLLOWING MATERIALS: AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM T74E 016HER OF R40(73J PANEL JOINT 5EALEO. MINIMUM UNIFORMLY DISTRIBUTED LOADS M) ALLOWABLE DEFLECTION OF 5TRUGTUAL MEMBERS(bc) INI5HE5 SHALL BE IN ACGORDANICE WITH 5EGTIONS R302q.1 THROUGH R302.q.4. I.TWO-INCH(51 MM)NOMINAL CLIMBER (A)THE TOP OF THE FOOTING OR(13)b INCHES(152 MNU BELOW THE TOP OF PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALED USE LIVE LOAD _ 2.TWO THICKNESSES OF I-INGH(25.4 MMU NOMINAL TIMBER WITH BROKEN THE BASEMENT FLOOR TO THE FINISHED GRADE MA50NRY WALLS SHALL PULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF PRODUCING A UNINHABITABLE ATTICS WITHOUT STORAGE 10 STRUGTUAL MEMBER ALLOWABLE R302.q.1 FLAME SPREAD INDEX. LAP JOINTS. HAVE NOT LE55 THAN 3/8-INCH(45 MM)PORTLAND CEMENT PAR61NS,APPLIED MOISUREPROOF SEAL UNDER THE CONDITIONS OF TEMPERATURE AND DEFLEGTION TO THE EXTERIOR OF THE WALL.THE PARGIN6 SHALL BE DAMPPROOFED IN MOISTURE CONTET AT WHICH IT WILL BE APPLIED AND USED,N UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 WALL AND CEILING FlN15HE-5 514ALL HAVE A FLANS SPREAD INDEX OF NOT 3.ONE THICKNESS OF 23/32-INCH(183 MM WOOD STRUCTURAL PANELS WITH AGGORDANGE NTH ONE OF THE FOLLOWING: HABITABLE ATTICS AND ATTICS SERVED 14T H FIXED STAIRS 30 RAFTERS HAVING SLOPES 6REAT E R THAN 5.12 WITH NO FINISHED GEILIN5 U18O RELATER T14AN 200. JOINTS BACKED BY 23/32-INCH(183 MM)WOOD STRUCTURAL PANELS 1.BITIJMIM COATING. R4Ob32 M 8FLOW-GRADE MOISRE BARRIER. BALCONIES(EXTERIOR)AND DEG ATTAGHEED To RAFTERS K5 40 9 EXCEPTION: FLAME SPREAD INDEX REWIREMENTS FOR FINISHES SHALL NOT 4.ONE THICKNE55 OF 3/4-INCH QqJ MM'U PARTICLEBOARD WITH JOINT5 BACKED 2.THREE POUNDS PER SQUARE YARD(I b3 K6/M2J OF ACRYLIC MODIFIED A 6-MIL-THICK(0.15 MM)POLYETHYLENE FILM SHALL BE APPLIED OVER THE FIRE ESCAPES 40 INTERIOR WALLS AND PARTIGIAN5 H/180 APPLY TO TRIM DEFINED AS,PICTURE MOLDS,CHAIR RAILS,BA5EHOARD5 AND BY 3/4-INCH 04.1 MNU PARTICLEBOARD. CEMENT. BELOW-6RADE PORTION OF EXTERIOR FOUNDATION WALLS PRIOR TO 6VIN-FILL HANDRAILS, 0 � 9 HANDRAILS;TO DOORS AND WINDOWS OR THEIR FRAMES;OR TO MATERIALS 5.ONE-HALF-INCH(12.7 MMU GYPSUM BOARD. 3.ONE-EI6HTH-INCH(3.2"COAT OF 5URFAGE-BONOIN6 CEMENT BAGKFILLIM6.JOINTS IN THE POLYETHYLENE FILM 514ALL BE LAPPED b FLOORS L/3bO THAT ARE LE55 THAN 1/28 INIC.HH(0.41 NUM) IN THIGKNE55 CEMENTED TO THE b.ONE-QUARTER-INK.Ii(6.4 MNO GEMENCT-BASEB MILLBOARD. GOMPLYIN6 WITH ASn�f G881. INGHG(152 N AND SEALED WITH ADHESIVE.THE TOP EDGE OF 1T{E PASSENGER VEHICLE GARAGES 50 ROOM5 OTHER THAN SLEEPING,ROOMS 4o s SURFACE OF WALL5 OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD 1.BATTS OR BLANKETS OF MINERAL WOOL OR 6LA55 FIBER OR OTHER 4.ANY MATERIAL PERMITTED FOR WATERPROOFINI6 IN SECTION R406.2. POLYETHYLENE FILM SMALL BE BONDED TO THE SHEATHING,TO FORM A SLEEPING,ROOMS 30 CEILIN65 WITH BRITTLE FINISHES(INCLUDING PLASTER AND STUCCO) L/360 INDEX VALUES NOT 6REATER THAN TH05E OF PAPER OF T1415 T14I0KNE55 APPROVED MATERIALS INSTALLED IN SUCH,A MANNER AS,TO BE SECURELY 5.OTHER APPROVED METHODS OR MATERIALS. SEAL FILM AREAS AT 6RADE LEVEL SHALL BE PROTECTED FROM STAIRS 40 CEMENTI3D TO A HONG41191.157113LE BAGKIN6. RETAIN®IN PLACE. EXCEPTION: PARCAN6 OF UNIT MASONRRY WALLS 15 NOT I;EWRED WHERE A MECHANICAL DAMAGE AND EXPOSURE BY A VATTVE GEILIN66 WITH FLEXIBLE FINISHES 6NIGLLDIN6 6YPSUM BOARD) L/240 8.CELLULOSE INSULATION INSTALLED AS,TESTED IN ACCORDANCE WIT+ MATERIAL 6 APPROVED FOR DIRECT APPLICATION TO THE MASONRY. TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL THE DEI6N OF THIS STRUCTURE 15 BASED UPON THE A5GE-T AFMOAGH. CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE IWAE5 ABOVE FINISHED GRADE LEVEL_AND EXTENDING APPROXIMATELY R302.q.2 SMOKE-DEVELOPED INDEX. ASTM EII4 OR UL 263,FOR THE 9PbGIFIG APPLICATION. NON-5TRl1GTURAL ELEMENTS ARE BASED UPON DODO RESIDENTIAL GORE PUBLISHED BY ALL OTHER 5TR11GTURAL MEMBERS L1240 WALL AND CEILING FINISHE5 SHALL HAVE A SMOKE-DEVELOP® INDEX OF LISTED DAhPPROOFIN6 MATERIALS OR ANY ONE OF THE WATERPROOFING 4 INCHES(22q"BELOW 6RADE.THE JOINT BETWEEN THE STRIP AND THE NEW YORK STATE FOR T4E CLIMATIC AND 6E06RAPHIGAL DE516N CRITERIA,SEE NOT'GREATER 114AN 450. R302.11.1J BATTS OR BLANKETS OF MINERAL OR 6LAS5 FIBER. MATERIALS LISTED IN 5E6TION R406.2 TO THE EXTERIOR OF THE WALL WALL SHALL 13E CAULKED FULL LEN6M PRIOR TO FASTENING THE STRIP TABLE R3012(I)AND THE TABLE ON COVER SHEET. I EXTERIOR KAU.5-HIND LOADS (a)WITH PLASTER OR 5TUGGO FINISHE5 1_060 BATTS OR BLANKETS OF MIN®RAL OR 6LA65 FIBER OR OVER APPROVED TO THE WALL.WHERE APPROVED,OTHER COVERINGS APPROPRIATE_TO THE ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR$2 OR BETTER WIND LIMITATIONS- R302A 3 TESTING. NONRIGID MATERIAL5 SHALL BE PERMITTED FOR COMPLIANCE NTH THE R40b2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING. ARWITEGIURAL.TREATMENT SHALL BE PERMITTED TO BE U5M.THE SECTION R3012J EXTERIOR WALLS-HIND LOADS(ca)WITH OTHER BRITTLE FINISHES L/240 TE5T5 514ALL BE MADE IN ACCORDANCE WITH A5TM E84 OR UL 123. 10-FOOT(3048 MM)HORIZONTAL FIREEILOC4N6 IN WALL5 CONSTRUCTED N AREAS WHERE A H16H WATER TABLE OR OTTER SEVERE SOIL-WATER POLYETHYLENE FILM SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD DIES1614 GRITERIA-SECTION R3012.1.1 (SILL TABLE R3012.12 FOR WIN1>4301*1E DEBRIS CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION HALLS,THAT FOOTING RATE BUT SHALL NOT OVERLAP OR EXTEND INTO THE GRAVEL PROTECTION FASTENING SCHEDULE FOR WOOD STRUG'IURAL PANES)U51N S PARALLEL ROW5 OF 5TUD5 OR STA66BRED SLUD5. RETAIN EARTH AND ENCLOSE INTERIOR 5PAGE5 AND FLOORS BELOW GRADE OR CRUSHED STONE FOOTING DEAD LOAD-5EGTON R301.4 EXTERIOR WALLS-WIND LOADS(ca)WITH FLEXIBLE FINISHES UI20(d) R302.q.4 ALTERNATIVE TEST METHOD. SHALL BE WATERPROOFED FROM THE H16HE3R OF(A)THE TOP OF THE FOOTIN6 LIVE L OAD 5EGT10N R3o15 AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT 6REATER R302.11.12 UNFACEP FlBEROLA55. OR(B)b INCHES 052 MM)BELOW THE TOP OF THE BA5Eh1ENT FLOOR,TO THE R40b33 POROU FILL. SMOKE INDEX R302A LINTELS SUPPORT MASONRY VENEER WALLS(e) U600 THAN 200 AND A 5MOKE-DEVELOPED INDEX OF NOT 6REATER THAN 450 UNFAGE'D FIBERGLASS BATE INSULATION USED AS FIREEILOGKIN16 SHALL FILL FINISHED 6RADE.WALJ5 SHALL BE WATERPROOFED IN ACCORDANCE WITH THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION WALL SHALL FLAME SPREAD WEE R302.10 I i I WERE TESTED IN ACCORDANCE WITH ASTM FJ34 OR UL 123,WALL AND THE ENTIRE CRO55 SECTION OF THE WALL CAVITY TO A HE16HT OF NOT LESS ONE OF THE FOLLAWI145: BE BAGKFILLEDED NTH THE SAME MATERIAL USED FOR FOOTINGS,UP TO A FIRE BLOCKIN6 R302JI MOTE: L= SPAN LENGTH,H=SPAN HEIGHT CEILIN5 FINISHES SHALL BE PERMITTED TO BE TESTED IN AGGORDANGE THAN lb INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT 1.T OV PLY HOT-MOPPED FELTS. HE16HT OF I FOOT 005 MIS ABOVE THE FOOTING FOR WELL-DRAINED SITES, FIRE BLACKING MATERIAL RW.VIJ WITH NFPA X*.MATERIALS TESTED IN ACCORDANCE NTH WPA X*SHALL OR SIMILAR 095TRUGnON5 ARE ENGOUNTIIRED,THE INSU1..AnON SHALL BE 2.FIFTY-FIVE-POUND(25 K6)ROLL ROOFING. OR ONE++ALF THE TOTAL BACKFILL HEI60T FOR POORLY DRAINEP 51TE5. FIRE PROTECTION OF FLOORS R=3 a.FOR THE PURPOSED OF DETERMIMN6 DEFLECTION LIMITS HEREIN,THE WIND LOAD SMALL ff MEET THE FOLLOWING CRITERIA: PACKED TI6HTLY AROUJrD THE OB5TRUGTIOK 3.51X-MIL(6J5 MMU POLYVINYL CI$ORIDE. THE POROUS 19LL SHALL BE COVERED KITH STRIPS OF 30-POUND 03.E KG,) LIGHT AND VENTILATION-EGITON R303 PERMITTED TO BE TAKEN AS 0.1 TIMES THE COMPONENT AND CLADDING(A5D)LOADS . - IL(oJ5"POLYETHYLENE. ASPHALT PAPER OR 6MIL(0.15 MM)POLYETHYLENE TO PERMIT WATER MINIM ROOM AREAS-SEGTION R304 OBTAINED FROM TABLE R301.2(2). THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING- 4 SIXM 5.FORTY-MIL(I MH)POLYMER-MODIFIED ASPHALT. SISPA6E M41L E AVOIDING INFILTRATION OF FINE SOILS. SECTION R3o5 b. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER I.DURING,THE 40 KW EXPOSURE,RAMES SHALL NOT SPREAD TO THE CEILINl6. R302.IIJ3 LOOSE--FILL INSULATION MATERIAL. CEILING H�16HT- SANITATION-SEGTION R306 b.SIXTY MIL HIS MMU FLEXIBLE POLYMER CEMENT. c. FOR ALJIMINIM SnRUGTLURAI MEMBERS OR PANELS USED 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE L005E-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOGK TOILET BATH AND SHOWER 5PAGF5-5EGTON Ravi ?.ONE-E6HTHHNUi(3 MM)CEMENT-BASED,FIBER-REINFORCED,WATERPROOF R4063.4 BAGICFUI. ON ANY WALL OR CEILING. UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR 6LAZIN6-5ECTION R308 3.FLASHOVER,AS,DEFINED IN NFPA 286,SHALL NOT OCCUR. USE TO DBMON51RAlE ITS ABILITY TO RB4,4M IN PLACE AND TO RETARD COATING. THE REMAINDER OF THE EXCAVATED AREA SHALL BE BAGKFILLED WITH 6ARA6ES AND GARPORT5-SFLTION RBI D.SIXTY-MIL(15 MM)SOLVENT-FREE LIQUID-APPLIED SYNTHETIC R IBBIM. THE 5AME TYPE OF SOIL A5 WAS REMOVED DURING THE EXCAVATION. Y ESCAPE AND RE5GUE OPENIN65-SECTION R310 r l m 4.THE PEAK HEAT RELEASE RATE THROUI6HOUT THE TEST SHALL NOT EXCEED THE SPREAD OF FIRE AND HOT 6ASE5. ALL JOINTS IN HE BRANE WATERPROOFING,SHALL BE LAPPED AND SEALED EXiT5-SECTION R3I1 v (Y� 600 KW WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. R406.4 PIREGA5T CONCRETE FOUNDATION SYSTEM DAMPPROOFIN6. STAIRWAYS-SECTION 011.71 140 MILE PER HOUR ZONE - NAILING SCHEDULE a 5.THE TOTAL SMOKE RE�D THROU9fIOUT THE TEST SHALL NOT EXCEED R302.11.2 FIREBLOGKIN6 INTE6RITY. EXCEPTION: ORGANIC-50LVENT-BA5W PRODUCTS SUCH AS,HYDROCARBONS, MEET HiM REQUIRED BY 5E0TON R40(72 TO BE WATERPROOFED, SUARD5-SEGTION IR312 a, d) IA00 M2. THE INTEGRITY OF FIREBLOGKS SHALL BE MAINTAINED. CHLORINATED HYDROGARBON5,KETONlE5 AND ESTERS,SHALL NOT BE USED PRECAST GONGRETE FOUNDATION WALLS ENCIO51NO HABITABLE OR SMOKE ALARM55EGTION Z14 (TABLE 3.1,WFGM HIGH WIND EDITION) w N FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL.USE OF U5EABLE SPACES LOCATED BELOW 6RADE SHALL BE DAMPPROOFED IN FOAM P ATTIC-SECTION 01b R302.10 FLAME SPREAD INDEX 4 5MOKE-DEVELOPED INDEX FOR R302.12 DRAFTSTOPPIN6. PLASTIC ROOFING Ce-ENTS,ACRYLIC COATINGS,LATEX COATINGS, ACCORDANCE WITH SECTION R406J. DWELLING UNLIT SEPARATION-5EGTON R302 JOINT DE5GRIPTION NUMBER OF NAILS MAIL 5PAGING � u >- INSULATION. INCOMBUSTIBLE GON5TIRUGTION WHERE T14ERE IS USABLE SPACE BOTH MORTARS AND PAR61N65 TO SEAL ICF WALLS 15 PERMITTED.COLD-SETTING PROTECTION A6AMT DECAY-SECTION R317 ASPHALT OR HOT ASPHALT SHALL CONFORM To TYPE C of ASTM D444.HOT R40b.4.1 PANEL JOINTS SEALED. PROTECTION AGAINST TERMITES-SECTION R318 ROOF FRAMING el � m 02J • FLAME SPREAD AND 5M INDEX FOR INSULATION SHALL BE IN ABOVE AND BELOW THE CONGEALED SPACE OF A FLOOR-GEILIN6 ASSEMBLY, ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200'F 03'G). PRECAST GANGRETE FOUNDATION PATS JOINTS SHALL 13E SEALED FULL SITE ADDRCf'SEGnON R312 a/ ACCORDANCE NTH SECTIONS R3OJ THROU6i R302J05. DRAFT5TOP5 SHALL BE IN5TAU ED 50 THAT THE AREA OF THE CONGEALED HEIGHT WITH A SEALANT MEETING ASTM CA20 TYPE 5 OR M,GRADE N5, �5BILITY-5EG110N R320 RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER P4 m �_ X SPACE DOES NOT EXCEED 1,000 SQUARE FEET(q2.q M2).DRAFT5TOPPING SHALL GLASS 25,USE NT,M OR A JOINT SEALANT SHALL BE INSTALLED IN ELEVATORS AND PLATFORM LIFTS R321 H-�-1 . R302.10.1 INSULATION. DIVIDE THE CONGEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE A66ORDANY,.E M114 THE RANUFACIURER25 INSTRUCTIONS. FLOOD RESISTANT GON5TRUGT10N-SECTION R322 CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-Bd MR JOIST �_4 LIJ INSULATING MATERIALSINSTALLED WITHIN FLOOR-6EIUN6 ASSEMBLIES, THE ASSEMBLY 15 DCLOSSED BY A FLOOR MEMBRANE ABOVE AND A GEILIN6 CEILING JOIST TO PARALLEL RAFTER(PAGE-NAILED) +16d EACH LAP � x Z O ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,DRAWL SPACES AND AITIGS MEMBRANE BELOW,DRAFTSTOPPIN6 SHALL BE PROVIDED IN FLOOR-CEILING � SHALL COMPLY WITH THE REGUREMENTS OF TH15 SECTION.THEY SHALL. ASSEMBLIES UNDER THE FOLLOWING GIRC.UMSTAZE-5: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, CEILING J015T LAPS OVER PARTITIONS(PAGE-NAILED) q-I66 EACH LAP �::) In y O EXE4I13IT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- 1.CEILING 15 SUSPENDED UNDER THE FLOOR FRAMING. MI NIGIPAL,LOCAL ZONING AND BUILDING CODES AND ORDINANCES = < if) DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE 2.FLOOR FRAMING 15 CONSTRUCTED OF TRll55-TYPE OPEN-WEB OR R3pi222 WEIGHTS OF MATERIALS. HAVING JURISDICTION AND BEST STANDARDS OF CON57FXTION COLLAR 11E TO RAFTER(PACE-NAILED) 6-Sd IPE3R TIE Q 2 d) WITH A57M EB4 OR UL 123.INSULATING,MATERIALS,WHERE TESTED IN PERFORATED MEMBERS. PRACTICE. THE ANERICAN INSTITUTE OF ARCHITECTS CONDITIONS LLI o) SECTION R312:: GUARD5 AND WINDOW FALL PROTECTION SHALL L APPLY TO ALL WORK PERFORMED ON THIS PROJECT. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END [---1 f-- Q/ ACCORDANCE WITH D,E REQl11R VAPOR OF THUS,SER.TIONL,SHALL INCLUDE AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT(120 P/) 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY EDGINGS,WHIQZE USED,SUGM AS,VAPOR RETARIDERS,VAPOR PERMEABLE R302.12.1 MATERIALS. � R312J GUARDS. RIM BOARD TO RAFTER(C-ND-NAII..ED) 2-16d EACH END � � Q FOR THE GOMBINED ROOF AND CEILING ASSEMBLIES(ON A HORIZONTAL DISCREPANCIES MUST 13E BROU6H1f TO THE ATTENTION OF T14E ENGINEER MEMBRANES AND SIMILAR COVERINGS. DRAF'f5T01PPIN6 MATERIALS SHALL BE NOT Lf55 THAN I/2-INCH p2.7 MM) PROJEGTIONI)OR to POUNDS PER SQUARE FOOT(480 PA)FOR FLOOR ASS>348LIE9, GUARDS SHALL BE PROVIDED IN AGCORDANIGE NTH SECTIONS R312.1.1 THROUGH PRIOR TO GOMhETJGETIENT OF GONSTRIIGTION. THE CONTRACTOR - R312.I.4 WALL FRAMING W m N EXCEPTIONS: GYPS�t1M BOARD,3/8-INCH(q5 N'Q U WOOD STRUCTURAL PANELS OR OTHER EXCEPT AS,FURTHER LIMITED BY SECTION R30122 DEAD LOADS FOR WALLS SHALL BE RESPONSIBLE FOR GORRELTIONS NOT REPORTED ONCE HE R312.IJ WHERE REQUIRED. IJ^I4ERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THIS APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPINIG SHALL ABOVE GRADE SHALL NOT EXCEED: HUBS STARTED WORK EXGE'f FOR HIDD9d JOB CONDITIONS. n/ ('(� FLAME SPREAD INDEX AND INDEX LIMITATIONS DO NOT BE INSTALLED PARALLEL TO THE FLOOR FRAMING N�EMBI3R5 UNLE55 1. FIFTEEN PCUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR L IOW-FRAME GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING 3. CONTRACTOR SHALL 6UARANTE TO THE OWINFR THAT ALL MAT3RIAL5 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-lbd (SEE NOTE 1) PER FOOT 1--T4� HOOD WAILS. SURFACES,NCLJDLN6 STAIRS,RAMPS AND L WIN65,THAT ARE LOCATED MIOM AND EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AHD THAT F� APPLY TO THE FAUN165,PROVIDED THAT THE FAGIN6 5 INSTALLED IN 0U74ERWI5E APPROVED BY T�E'.1111DIN6 OFFICIAL THE INlTL6RITY OF THE THAN 30 WD-E5(162"N�A5UREID VERTICALLY TO THE FLOOR OR 6RADE TOP PLATES AT INTlt5ECTI0N5(PAGE-NAILED) 4-Ibd JOINTS -EACH SIDE •• 2 FOURTEEN4 POUNDS MR SQUARE FOOT(610 PA)FOR EXTERIOR LIGHT- FRAME ALL WORK WILL 13E OF GOOD QUALITY,E�Ti20M FAULTS AND SUBSTANTIAL CONTACT NTH THE NDMSED SURFACE OF THE GEIUN6, DRAFf5TOP5 SHALL BE M A NTAINED. BELOW AT ANY POINT WITHIN 3b INCHES(414 MM)HORIZONTALLY TO THE EDGE OF DEFEGTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE FINAL . W GatD-FDA STEEL WALLS. STUD TO STUD(PAGE-NAILED) 2-Ibd 24 OL. FLOOR OR WALL FINISH. 3. TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRAME WOOD THE OPEN 5117E.INSECT 5GREENIN6 SHALL NOT BE GOM51D'62ED AS,A GUARD CERTIFICATE OF OCCUPANCY. �ii I-_ 2.GBLULOSE FIBER L005E�ILL INSULATION THAT 15 N10T SPRAY APPLIED R302J3 FIRE PROTECTION OF FLOORS. WALLS. R312J2 HEIGHT. 4. THE ENGINEER SHALL NOT BE F4 5PON SIBL.E FOR n�CONSTRUCTION HEADER TO FEADEi2(PAGE-NAllm) Ibd I6"OL.ALONL6 ED6E5 AND THAT GOMH'LIES WITH THE REINSULA ION OF SECTION PRAY 3 SHALL R-�ASSEMBLIE-S THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO 4. FIVE POUNDS PER SQl1ARE FOOT(240 PA)FOR INTERIOR LI6Hf-FRAME REWIRED GUARDS AT OPEN-610M WAL KJN5 SURFACES,INCLUDING,STAIR5, MEANS,METHODS,TECH NIGMS,5EC:iI1ENGE5 OR PROCEDURES,OR FOR BE FIRE-RE515TANGE RATS,SHALL BE PROVIDED NTH A 1/2-NGH 02.1 MM) FIVE POUNDS P R S WALLS, PORGIES,BALCONIES OR LANDIN65,SHALL BE NOT LESS THAN 3b INCHES M14" THE SAFETY PREGAUTION5 AND PROGRAMS IN CONNECTION WITH THE TOP OR BOTTOM PLATE TO STUD(i 0-NAILED) 2-16d PER 2x4 STUD NOT BE REWIRED TO MEET THE FLAME SPREAD INDEX REt: IREMENTS$Ul IN H S&ff AS,MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR WORK,AND HE SHALL NOT 13E RESPONSIBLE FOR THE CONTRACTORS E'N CYINNEER, GYPSUM'WALLBOARD MEMBRANE,5/8-INGH 06"WOOD STRUCTURAL_ 5. EIGHTY POUNDS PER SQUARE FOOT M30 PA)FOR 8-INGH-THIGK(203 MU+11 3-16d PER 2xb STUD SHALL 13E REQUIIRED TO MEET ASMOKE-DEVELOPED INDEX OF NOT MbRE THE LINE GONMEGTTN6 THE N051N65. FAILURE TO CARRY OUT TICS WORK IN ACCORDANCE WITH THE THAN 450 MERE TESTED IN ACGORDANIGE WITH GANWLG 51022. PANEL MEMBRANE,OR EQUIVALENT ON THE WER51DE OF THE FLOOR MA5ONRY WALLS. E)ZEPTIONS: GONSTI;WTION DOCUMENTS. THE E N61NIER SHALL NOT 13E 4-Ibd PER 2x8 STUD 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R31b. FRAMING MEMBER.PENETRATIONS OR OPE NIR%FOR DUCTS,VENTS, b. EI6HHTY-FIVE PaMDS PER 5WARE FOOT(4070 PA)FOR b-INGH-THICK 052 1.6UARD5 ON THE OPEN SIDES OF 5TAIR5 SHALL HAVE A HE16HT OF NOT LESS FZBPON51BL.E FOR TIE ACTS OR OMISSIONS 13Y THE GONfRAGTOR. NO BOTTOM PLATE TO FLOOR J015T BANDJOIST, ELECTRICAL OUTLETS,L1614TIN6,DEVICES,LUMINAIRES,WIRES,5PEAKERS, MQ"C�ONGREM WALLS. THAN 34 IW-+E5(864 MM)HEAS11RED VERTICALLY FROM A LJNE CONNECTING CHANGES SHALL BE MADE IN TIDE DOCUMENTS AND/OR THE BUIL.DIN6 AS, 2-Ibd(SEE NOTE 1,2) PER FOOT QF E�/ DRAINAGE,PIPING AND SIMILAR OPENIN66 OR PENETRATIONS SHALL BE 1. TEN POUNDS PER SQUARE FOOT(480 PTV FOR SIP WALLS. THE N1O51N65. DESIGNED WITHOUT THE EXPRE-95M WRITTEN CONSENT OF THE ENDJO15T OR BLACKING'(PAGE-MAILED) Y R302.102 LOOSE-FILL INSULATION. 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN 51DE5 ENGINEER. FLOOR FRAMING CO QY T GT �� LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE PERMITTED. EXCEPTIONS: OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES(8b4 S. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN � . � <� � ASTM ED4 OR UL 123 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS EXCEPTIONS: 1. ROOF AND CELIN5 DEAD LOADS NOT EXCEEDING DING 25 POUND5 PER SQUARE M1hU AND NOT MOIRE THAN 38 INGFES(4165 N4M1)AS t�PSURFD VLERnGALLY C 4TIM 0 5 INSURANCE COVERAGE IWAMIN6 STATUTORY POLIGIES J015T To SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER J015T * ` s -p * SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF 1.FLOOR ASSEMBLIES LDGAITD DIRECTLY OVER A SPACE PRO1L-GTID BY AN FOOT(1140 PA)SHALL LEE PERMITTED PROVIDED THAT THE WALL BRACING FROM A LINE CONNEGTN6 THE N051N65. (WORKER COMPENSATION,ETC)AND 6EWRAL LIABILITY IN AN MOUNT - � [)�_ SECTION R302JOJ WERE TESTED IN ACCORDANCE WITH GANM G 51022. AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE NTH SECTION P2gO4,NFPA AMOUNT5 IN 5ECTION Rbo2J03 ARE INCREASED IN AGCORDANCE WITH TABLE R312J3 oPEMMNs uMLTATONS. Nor LJ3;6 THAT s5 N1ILLIUN AND AUTOMLOBILE LIABILITY AND DAMAGE BRD61N6 TO Jo15T(TOE-NAILED) 2-Sd EJkGH ExD m - - I it W EXCEPTION: CELLULOSIC FIBER LOOSE-FLLL IWAJLATION SHALL NOT BE 13D,OR OTHER APPROVED EQl11VALt3tT SPRINKLER SYSTEM. R602103(4). REWIRED GUARDS SHALL NOT HAVE OFMN56 FROM THE WALKING 5URFACE TO COVERAGE NOT LE55 THAN$2 MILLION. THE ENGINEER SHALL BE A 2 - 2 LIGHT-FRAME WALLS WITH STONE OR MASONRY VEdEB2 SHALL BE PERMITTED NAMED INa RED ON ANY AND ALL POLICIES. BLOCKING TO JOIST(TOE-NAILED) 2--Sd EACH END N � L REWIRED TO BE TESTED IN P�GGORDAMGE WITH CANNED 51022,PROVIDDHD 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT THE REiC:URl3)GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 MGF�S Q02 � 0 3 �IN ACCORDANCE NTH THE PROVISIONS OF SECTIONS IR102J AND R`103. b. PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL 349 INTENDED FOR STORAGE OR FOR THE INSTALLATION OF FUEL-FIRED OR MMV IN DIAMETER BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK A � THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS 3. FlREE4N�AND GMMINEYS SHALL BE PERMITTED IN AGGORDANGE WITH EXGff,TI0N5: PERIMETER SILLS. � F R302.10.1 AND R302.103. N-EGTRIG-POWEREO HEATIN6 APPLIANCES. CHAPTER 10. 1. THE TRIAN611LAR OPENINGS AT THE OPEN SIDE OF STAIR,FORKED BY THE 1. ALL WOOD IN CONTACT NTH CONCRETE OR MASONRY TO BE ,JEF 0 N P E. 3.PORTIONS OF FLOOR A55BMBLIE5 SHALL BE PERMITTED To BE WNOLN1ANiZED OR PRESSURE CREOSOTED. LEDGER STRIP TO BEAM(PACE-NAILED) 3-I6d EACH J015T R R15ER,TREAD AND BOTTOM RAIL OF A 6UARD,SHALL NOT AVOW PASSAGE UNPROTECTED WHERE COMPLYINI6 WITH THE FOLLOWING: 8. ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO 13E MEGHAHICAdLY . . R302.103 GELWL051G FIBER L005E-FILL INSULATION. OF A SPHERE b INCHES p53 M�V IN DIAMETER. JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL.NOT HAVE OPEMN65 THAT VENTILATED AS PER NEW YORK STATE GODS 94 Cl CELLULOSIC FIBER LOOSE-FILL IN5l1LATION SHALL COMPLY NTH GPSG lb GFR, ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RUES AND PARTS 120q AND 1404.EACH PACKAGE OF 5"INSULATING MATERIAL SMALL EXCEED80`-W� EE FEET(T.4 5Q.Mj PER STORY. ALLOW PA55A6E OF A SPH 4-3/6 INCHES till MM) IN DIAWMI;Z. 4. ELAND JOIST TO JOIST(END-NAILED) 3-16d PER J01ST .-..i 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11J 15 INSTALLED R312J.4 EXTERIOR PLASTIC COMPOSITE GUARDS. �LATIONS OF THE NYB.FJ1.AND A KYB.FU.GLIRTFICATE 15 TO BE O BE CLEARLY LABELED IN ACCORDANCE WITH CP56 lb CFR,PARTS 120,1 AND PIA5TC COMPOSITE EXTERIOR 6UARD5 SHALL COMPLY NTH THE REWIRBMEIT5 OF PRESMTED TO THE OWNER AT THE COMPL.EToN OF THE JOB. BAND J015T TO SILL OR TOP PLATE(TOE-MIL.ED) 2-16d(SEE NOTE U PER FOOT � () m 1404. ALONG THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE SECTION R317.4. 10. PIUUVBIN67 INSTALLATION TO COMPLYNTHL T+STATE AND LOCAL CODES17- UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR A55EMBLY. IR3122 WINDOW FALL PROTECTION. AND THE SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT ROOF SHEATHING w � 7 R302.10.4 EXPOSED ATTIC. INSULATION. 4.WOOD FLOOR A55l3MBLIES USING DIME"N51oN LUMBER OR STRUCTURAL WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS srANDARDS. cn Z 0 (Sl EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE GOMP051TE LUMBER EQUAL TO OR 61REATI3R THAN 2-INCH BY 10-INCH 11. DO NOT SCALE DRAWINGS. USE FIGURE DIMB�906 ONLY. STRUCTURAL-PANELS Bd SEE TABLE 3.11 THIS SHEET � (� 12. THESE DRA M65 AND SPECIFICATIONS ARE IN5TRUMEM5 OF SERVIGE (508 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR R3122J WINDOW 511.15. 1-- A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE WHERE THE TOP OF THE 51LL OF M OPERABLE WINDOW OPENIN6 AND SHALL REMAIN THE PROPERTY OF THE EN 71N�WETH3Z THE DIAGONAL BOARD SHEATHING Q z u- N DWNEL.L.IN6 UNITS, GEINTIF'ETER ASSEMBLIES DEMTONSTIRATINI6 EQUIVALENT FIRE PROJECT FOR WHICH THEY ARE MADE I5 EXECUTED OR NOT. THEY MAY z N O Q I5 LOCATED LE55 THAN 24 INCHES(610"ABOVE THE FINISHED FLOOR AND I xb OR I x8 2-8d PER SUPPORT H--++-■�1 O }- NLOT BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN I xl0 OR WIDER 3-Sd PER SUPPORT 1 R302J4 COMBUSTIBLE INSULATION CLEARANCE. SGREATERSURFACE THAN T2 THE EXTERIOR �ABOVE THE BUILDING, TIFINISHED GRADE OR OTHER AUTHORIZATION OF THE EN6NffF " � z R302.105 TESTING. SURFACE BH..OW ON THE EMERIOR OF THE 13ULDIN6,THE OPERABLE NNDOw SHALL. � J 3 TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE NTH GommnBLE INSULATION SHALL BE SEPARATED NOT L�THAN 3 INCHES COMPLY WITH ONE OF THE FOLLOWING: 13. THE EN61NEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-51TE CEILING 5HEATHING � � N z O (I6 MMU FROM RECESSED LLJMINAIRCS,FAN MOTORS AND OTHER HEAT- F_ ASTM Lg10. I. OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER(102 MM1 IN5FEr,TION5 AND CARTTFIGAT ION5 AS,REQUIRED OR REQUESTED BY 1 PRODUCING DEVIGE5. 5PHBRE TO PA55 THROUGH M3;E THE OPENIN65 ARE IN THEIR LARSE5T THE OW�R CONTRACTOR OR LOCAL BUILDING DEPARTMENT. R302.11 FIREBLOGKIN6. EXCEPTION: WERE HEAT-PRODUGM DEVICES ARE LISTED FOR LE%M OPENED POSITION. GYPSUM WALLBOARD 5d COOLERS 1'EDFiE/10"FlF1D WALL SHEATHING pO'' z LIJ � � � � IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKIN6 SHALL BE PROVIDED TO GLE:AR W-E5,COMBUSTIBLE INSULATION COMPLYIN C7 NTH 3THE L15TIN6 2. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION < < 0 Q < DEVICES THAT COMPLY WITH ASTM F20g0. a) -I z CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS REd11REMENfS SHALL BE SEPARATED IN ACCORDANCE NTH THE 3. OPERABLE WINDOWS ARE PROVIDED NTH WINDOW OPENING CONTROL TABLE P3201.7 STRUGTl1RAL PANELS 8d SEE TABLE 3JI THIS SHEET GONDITIONI5 STIPULATED IN THE LISTING. Z W 0 AND To FORM AN EFFECTIVE FIRE BARRIER BETYNEfN!STORIES,AND BETWEEN DEVICES THAT COMPLY WITH SECTION R31222. SIZE OF TRAPS FOR PLUMBING FIXTURES FIREBOARD PANELS A TOP STORY AND THE ROOF SPACE. RECE55ED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE R31222 WINDOW OPENING CONTROL DEVICES. 0 w - SHALL MEET THE REQUIREN'ENTS OF SECTION N1102.45 OF THIS CODE. I WINDOW OPE NLN61 CONTROL DEVICE5 5HALL COMPLY WITH ASTM F2OgO. 114E o z .. N FIRI33L.OGKIN6 SHALL BE PROVIDED IN WOOD-FRAMED GONSTRUGTION IN THE I WINDOW OP9�LIM15 GONTR�OL DEVICE,AFTER OPERATION TO RELEASE TIE CONTROL PLUMBING FIXTURE TRAP SIZE MIN. 1/Ib 6d 3 l3>6E/b FIELD < O FOLLOWING LOCATIONS: DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR (INCHES) „ IY __.I Z V I,I/ f 25/32 8d 3 E06E/b FIELD f'J .__L w N I.IN GONGF..ALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING I T1PLE SECTION OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/2 W 0 � I FURRED SPACES AND PARALLEL ROWS of 5T1D5 OR STAGGERS)STUDS,AS WIND-BORNE DEBRIS PROTECTION I I I BOLTS0ASSEMBLY- 1/410 SEGTIOMI RETORT. AND/OR HH94POM ATTAGHIMENTS 6YP"r WALLBOARD Sd COOL.ERS l•wee/ION FIXED O In (b � u- 0 z- ' BIDET I I/4 HARDBOARD Sd SEE TABLE 3.11 T415 SF�ET 6 l� � u.VERTICALLY AT THE CEILING AND FLOOR LEVELS. FOR WOOD STRUCTURAL PANEL I� I'll-- 2 oG �_ _ _ r- I2.HORIZONTALLY AT INTERVALS NOT FXGE�N6 O FEET(3048 MMv. FOR WALL OPENING PROTEGTION OF120 MPH 3-5EGOND WIND 6U5T5 I I I I III CLOTHES WASHER 5TANDmPE 2 PARTICLEBOARD PANELS 8d SEE TABLE 3JI T-HI5 9EET w R Q , N (MAXIMUM MEAN ROOF HE16HT: 359 I� �111;�;___ r DID(oN SEPARATE TRAP) IIn DIAGONAL BOARD�SH EATHING 00 m 02.AT INTERCONNECTIONIS BETWEEN CONGEALED VERTICAL AND HORIZONTAL I� TABLE R301.6 I xb OR I x8 2-8d PER SUPPORT Q "o zSPACES SUCH AS OCCUR AT SOFFITS,DROP CBLIN65 AND COVE CEILINGS. SHUTTER ASSEMBLIES II I I FLOOR DRAIN 2 1"XIO"OR WIDER 3-Sd PER SUPPORT P-�4 � 3.IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND Ij;0- MINIMUM ROOF LIVE LOADS IN POUVD5-FORGE PER z 0) BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY NTH I;/ I� SQUARE FOOT OF HORIZONTAL PROJECTION FLOOR 5HEATHINIG O � 0 < SECTION R302.1. FOR PANEL SPANS.0<4V WIDE FOR PANE_SPANS. 4'OR WIDER SPAN I ( MTGHBN SINK(OW OR TOW TRAM,WITH OR 1 1/2 a O 7 Q SPAN 23/32'APA 5PANHRATE D 48/24 SfgATIN6 • I I III TRIBUTARY LOADED WITIIW DISWASHER AND FOOD WASTE DISPOSER) STRUCTURAL_PANELS 4.AT OPENIx65 AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT GEEING 23/32 APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD GRADE PLYWOOD(OVERLAP AROUND OPELN65 4) I AREA IN SOFT.FOR ANY AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE A 9E BLY. (OVERLAP AROIMD OPEUN65 4') I I I� I ROOF SLOPE STRUCTURAL MEMBER LAUNDRY TUB(ONE OR MORE COMPARTMENTS) I I/2 I"OR LE55 8d 6"EDGE/12"HELD PASSAGE OF FLAME AND PRODUCTS OF CYOMEI'STION.THE MATERIAL FILLING ATTACHING STRUCTURAL PANEL: 2x4 STRONG-BACKS 0 24'OC LAVATORY 1 1/4 GREATER THAN I« IOd 6"EDGE/b"FIELD THIS ANWILAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM 836 U FASTEN TO BUILDING W/1100"(w/WA5HEI;5) I I O TO 201 TO OVER REQUIREME NIT5. GALVANIZED OR STAI1fl.ES5 STi33.,HOOP ASSEMBLY. I I 200 boo boo DIAGONAL BOARD SHEATHING SHOWER(BASED ON THE TOTAL ROW RATE PAOE : 5.FOR THE FIREBLOGKIN6 OF CHIMNEYS AND FLREPLAGE5,SEE SECTION SCREW 0 5 O.G. 1).PRE-AS504BLE PLYWOOD TO 2X45 #IOx3'(a/WASH�i)6ALVANIZED I;,, I"xb'OR Vx8■ 2-Sd PER SUPPORT FLAT OR RISE LE55 THAN 4 IWAE5 PER FOOT THROUGH SHON64 EADS AND BODY SPRAYS) OR STAB 5Tffi WOOD 5GRE7A1 7EN O EI I 0:3) 20 lb 12 FLOW RATE, I"xl0"OR HIPM 3-bd PER SUPPORT RI003.14. ALTERNATIVE FASTENER FOR SHUTTER TO 2).ATTAG4IN6 5T1�1G11URAL PAAU9.:FASTEN TO BUI.DIN6 w/ Ig0)G3'(W/ b. LINE O KIN&DHE LI CORNICES OF ATWO-FAMILY DW3 L INIG IS REWIRED AT RUNS: RISE 4 INCkIE5 PER FOOT(1:3)TO LE55 THAN MORE THAN 51 6PM UP TO 12.3 6PM 2 I.NAIUN6 REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b ON-GETTER AT THE PANS EDGE. IF WALL WASHER5)6ALVAMZM OR STAIN-E:Sf 5TEEL WOOD SCREW 0 I6 O.G. I 53 6PM AND LESS 1 1 42 THE LINE OF DWELLING UNIT SEPARATION. Igo TEE NUTS ATTACHEDD TO BLD6.w/01CA-1/2 I 12 INCHES,PER FOOT(1:U 16 14 12 1 MORE THAN 123 6PM UP TO 25B GPM 3 5HEATHIN615 MAILED 3"ON-GEMER AT THE PANEL EDGE TO OBTAIN HI61 SHEAR GAPACATIE5,NAILING (IN WASHERS)MACAW E BOLT* 12'O.G. ALTERNATIVE FASTNBR FOR SHUTTER TO BUILDING: REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR 4110 TEE NITS ATTACHED TO RD5.W 4IOA-1/2 (WV W 6R3;*) R15E 12 INCR 5 PER FOOT 0:1) 12 12 12 MORE THAN = GPM UP TO GPM 4 PLA"M5 SHALL BE USED TO MAINTAIN THE LOAD PATH. MACHINE BOLT 0 12,OL. AND GREATERFOR 51: I IMU4 =25.4 mm,I FOOT=304E rrm. 2.Nf N WALL SHEATHING 15 CONTINUOUS OUS OVER CONNECTED MEMBERS.THE TABULATE NNEIM OF NAILS 514ALL BE PB;"TTED TO BE REDUCED TO I-Ibd NAIL PER FOOT. O f 5 THESE MMIN65 AND A,COMPANYIN5 SPISGIFIGATION5,AS INSTRUMENTS OF SERVIGE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AID PUBLICATION SHALL BE:RESTRICTED TO THE ORIGINAL SITE FOR NIGH n4EY WERE PREPARED.D.RH15E,REPRODUGnON 0R PUBLICATION BY ANY METHOD,IN WHEOLE OR IN PART,15 PROHIBITS EXGI9PT BY WRITTEN PERMISSION FROM THE ARCHITECT.nTL.E TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT.VISUAL CONTACT NTH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF AGGE PTANGE OF THESE RESTRIGTIGM. COLUMN 10 LEC END: G HELICAL PILE AND FOUNDATION GRID 14'FND WALL KI BRICK SHELF .Jo 8"R D WALL W/12x24 FT6 AND 12x2b FTC LOG: POOL HOME,SEE 'PROPOSED POOL HOUSE FOUNDATION',DW5 No3 Lb a� b HELICAL PILE AND FOUNDATION GRID \ LOWER LEVEL b'-O" 4'-l" 6'-O' — LOG: UPPER AND LOWER LEVEL PATIOS,SEE 'PROPOSED / \ , C3'-oLMIIN�O1„) M �PATIO nO '° PROP PATIO 0 APPROX.EL.1Y.q' O f a POOL AREA LAYOUT AND ADJACENT FOUNDATIONS',DWG NO.2 �`p / \ 34 Ob TYPICAL REINFORCEMENT FOR A STEP I b"TNIGK FOUNDATION WALLS --- WIDE FLANGE STRUCTURAL GRID C �` / / \ ` \ (2)$4 BARS HORIZONTAL® 12"OL. STEP 2 ; O 1 1 LOG: POOL HOUSE UPPER GONG SLAB SUPPORT SYSTEM, / �� \ \ (2)#4 BARS VERTICAL A 36'O.C. z STEP 3 - 5EE 'PROPOSED POOL_HOUSE FOUNDATION',DWG NO3 / 3'MIN ED6E DISTANCE,TYPICAL v _ X \ \ 0,500 P51 MIX)AND Q STEP 4 OHELICAL PILE AND 6RADE BEAM FOUNDATION GRID / ^8' NAT.6RD STEP 5 LOGS POOL FOUNDATION, SEE 'PROP05ED POOL / �'�. �b ITYP REINF.FOR P.C.0 F�o°�TIN6: I MIX) ®EL 14.25' a, BOND BEAM FOUNDATION PLAN',DWG Nos \ \ (4)#4,2 LAYERS (FND LOG) + -STEP -� pp \ ° Q g NAT.6po rr'LNDG o fL 140' ANGHOR AND BOND NEW TO EXISTING \ \ \� - ' ° ' ®EL 13.0 ° STEP I USES #4 BARS, \ \ ` \ (�I417 LOG) _ �t NAT.6RD (/�+ N T' IN PROP05M PATIO FND WALL ` 124■(Np� ) ° 0 EL 123' -STEP 2 _ a...•. SYMBOL LEGEND:•D: AND 12' IN EXISTIN6 DWL6 FND WALL, \ �.. ; \ s -*- `. �_N_D-- _ ° -STEP 3] ®L 1133' -'�- a. 12 O.G.,ANCHOR W/KELI6ROUT EPDXY �. DENOTES P.G.FOUNDATION AND FOOTING \ \ ^ ,. \ STEP_ 4 I o I W/PILE GAP AND HELICAL PILE FOOTING « \ \ INSTAL CHANCE HELICAL PILES �' STEP 5--- �� N ,/�,.��}{E F NO 1 4 THK REINF. \/� � BELOW PATIO FOOTING,EMBED PILE • S [� n� $ I I (BELOW I OOn1 k// \ ` \ p« • d ,° «` 'A ✓TLP 15 TON BEARIN6 GAPAGITY (MIN) GONGRSLAB: \ GAP IN P.G.FOOTING AS SHOWN * •, «" LN26 0 EL.10.1 SEE GRADE BEAM REINFORCI�`1ENT DETAIL \ USFs b'xb"GRANGE PILE GAP,MODES ° FOR POOL/BEAM GONNEGTION FOR ANCHOR AND BOND NEW TO NEW \ 3 00 P51,W/bxb No. VIDE%b5, d. •. SIMILAR INSTALLATION,DW6 Nos USE: #4 BARS,EH38XXD W40/W4A WWM UPPER LEEVEL. PROVIDE /4 m x 3"L6 BOLT WI HEX NUT (BY CHANGE),AND GRANGE HELICAL IV IN PROPOSED 14"SHELF 0 DWL6 EXT WALL AND \ RA15M PATIO \ s PILE SERIES 55150 12' IN PROPOSED PATIO FND WALL, ` ABOVE ® EL. flq.4' \. \ s' b INSTALL VOL,TO 15 TON BEARING 12'O.G.ANCHOR W/KELI6ROUT EPDXY GAI'AGrrY�'I� B ELEVATION — PATH TO GRADE 12W46 GONTIWOUI< REIINF\ Q e \ \\ UNDER PATIO SPACE EXTERIOR WALL M65�oN V1R61N SOIL) SCALE: 3/e"= I'-O' : •°' • 22LLA(4YE)RS(lYPIGAL) \ ^ \ ; W PL.FOUNDATION WALL \ \ \ n _ ALL LUMBER\ \\ \ (3'-0'MIN BELOW 6RADE) \ �/ W�EGONCRETE WILL HETAGQ LUMBER.ALL COMES IN T \\ \ \ TYPICAL REINFORCEMENT FOR A FASTENERS FASTENERS FOR PRF55L RE \ \ 8"THICK FOUNDATION WALK \ 6�, i TREATED WOOD ARE TO BE HOT'DIPPED r m \ (2)#4 BARS HORIZONTAL B 12"O.G. \ \ \ �b 6ALVANIZED OR STAINLESS STEEL PER R3113 (2)#4 BAR5 VERTICAL 0 36'OL. ^ • \ \ \ �\ \ 3 MIN EDGE DISTANCE,TYPICAL \\ \\ \\\ (3,500 PSI Mix)AND \ \ BAGKFILL SHALL NOT BE PLACED AGAINST THE \ \ \ \ \12'x24'P.G.FOOTING(3�00 P51 MIX) \ WALL UNTIL THE WALL HAS SUFFICIENT STREN&TH rTl r RAMP ON ABA \ \ •TYP REINF.FOR PL.FOOTIN6: \ �' .� AND HA5 BEEN A 40RED TO THE FLOOR ABOVE, FROM N tlq.4' \\ \}� #4,2 LAYERS �,< ` •� OR HA5 BEEN 5UFFIGIENTLY BRACED TO PREVENT b'-ID'w BOND BEAM TO EL. t11.q' \ \ DAMAGE BY THE BAGI�ILL(SECTION R404.1.1) r \\ `\ �— —/, PARTIAL P31-011 ARTIAL d \ \ \ 43-�'4 (POOL EXTERIOR 1.EN16TH) 3'-I�J/4 W ('() x \\\ A \ \ / / ,/ / ik 21 -011 06'MIN I� Lu SECTION P3103[ VENT TERMINALS \\ 4'THK RBNF.\\\'a. \\\ / x A PASSAGE) � X Z 11- F5103.1 VENT PIPES TERMINATING OUTDOORS. GONGRETE SLAB: \\ ,\/ \\ / C �� A. 4 VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE OUTDOORS (ABO \ \ EDGE OF TAPERED STONE WALL ABOVE THROUGH THE ROOF ORASIT OOR of TIE 3EEXENINAGOTHEOUEWITH — '� _ -_-- • ---- -- ---- ------ `�------- �` -------F°`I --- �- ►� �Q O 30 PSI,W/bxb \ ' / / ---- ° .r ONE OF THE I�THOD� IDBdTIFIEU IN SECTIONS P3105iJ 1 THROUGH P3103.1.4. s= W4.0/W4A hG•M \ \\ Y '! - - --------I!'_ I--- -- -- --- '- ------- - ----- ----- �'�• \ \ \ ' \\ // 1_C�_-Z—Z%I ��7 1 I% �°� r7 I-/-'r_Y r-7 I% Lu f� P5103.I.IROOFEXTENSION \ \ i - - - ------ - - -I-_-_-- OPEN VENT PIPES THAT EXTEND THROLASH A ROOF THAT DO NOT MEET THE " \ \ II I' �' \ ° ( Q CONDITIONS OF 5EGTION P3103.12 OR P3103.13 SHALL TERMINATE NOT LE55 14 P.C.FOUNDATION WALL/4 BRICK SHELF \ / .'� L I. °° 40'44 (POOL, INTERIOR LEN6TH) I I. .° � ,L • - ' O THAN b INC.1E5(150 M1t�ABOVE THE ROOF OR 6 IVGF{E5 050 Nfi4J ABOVE THE (30 MIN.BELOW 6RADE) . ANTICIPATED SNOW AGC HULAnoK WHICHEVER 15 6REATER. TYPICAL REINFORGETEWT FOR ` / 1 { W 14"THICK FOUNDATION WALL IN 4'BRICK SHELF: � \\ � �\� \x .r�7� °� I , a ° , �° ° ° ° 11/I° �I ° 'F"THK ° ( P51o3.12 ROOF USED FOR RECREATIONAL PURPOSE EX15TIN6 Y \ \ ,;y' . b I I° ° b'PL.FOUNDATION WALL I °I I ° 1 REINF.PL. I �j WHERE A ROOF 6 TO BE 115ED FOR AJ LY,A5 A PROMEAIADE, GARAGE. (2)#4 BARS HORIZONTAL 0 12 OL. b Ri .' Q ' 0'-0'MIN BELOW GRADE) I 1 OBf�/ATION DECK OR SIM ATHING DECK,OR FOR SIMILAR PURP05M,OPEN �' V b I , TYPICAL REINFORCEMENT FOR. I ° a ° a ° Q �� ,L1°(35�50 PSU, (2)04 BARS VERTICAL 6 315 O.G. �, \ \,, I I ° I ° <I I f 6.FL.EL. ±14. 3 MIN.EDGE DISTANCE,TYPICAL(WO PSI MIN. I b ° I I I ° I ° . I I a°( w°I I ru bxb _( VENT PIPES SHALL TERMINATE NOT LESS THAN 1 FEET(2134 MINA ABOVE THE MIX) AND 12'x2b'PL.FOOTING(3,500 P51 MIN.MIX) .;6� I I (2) #4 BARS HO THICK AAZONTAWROOF. L ® 12'OL. I ° I ° d I ' r°� � A ' I w 11-1 TYP.REINFORCEM�M FOR POURED CONCRETE /' � y p' b �° I ° (2) #4 BARS VERTICAL B 36'OL. I I I I I I I � I.Q I° � WP3103.13 ROOF � F ~� ~ WERE AN OPEN VENT 1 M TERMINATES ABOVE A SLOPED ROOF AND 15 SEE SHEETS 3d4 FOR DETAILS Q �' I I I ° I " ° I ° I I` °° I -1 ¢ l k 3 MIN EDGE DISTANCE,TYPICAL I° ° °° I (• • I o ,� • �013:13. COVERED BY EITHER A ROOF-Mol6NtTfD PANEL (SUCH A6 A SOLAR COLLECTOR b I �. I .J C3,5o0 PSI Mlw AND GRADE BEAMS SHALL SUPPORT ° ° w i i '0.• . - EN SINEERi Q' LOWER LEVEL 10 x24 PL.FOOTIN6(3,500 PSI MIX) PROP05ED POOL.TAPERED WALL AND I I I . I m ,n > r OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT OPENING)OR A ROOF ANCHOR AND BOND NEW TO NEW a I TYP RELINE.FOR PL.FOOTING: ADJACENT POOL PLATFORM FOUNDATIONS ABOVE -i ° I °- ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE OR A DECAIRATIVE SHROUP), USE: 04 BARS, �b RAISED PATIO Q o Q) <• NEW , BEDDED II z o i , I THE VENT'PIPE SHALL TERMINATE NOT LE55 THAN 2 INCHES(51 MM)ABOVE THE 10"IN PROPOSED 14'SHELF 0 DWLG EXT WALL AND �� r�b " ABOVE , I�. I� d (3)#4,2 LAYERS REFER TO SHEET 5 FOR PLAN, I � I° jr �° �O.( T. Q YG ROOF SURFACE SUCH ROOF ELEMENTS SHALL BE iDESI6NED TO PREVENT THE 4 THK REINF. @ EL. ±17.9' PROFILE AND DETAILS o ° m ADVERSE EI=FEGTS OF SNOW AGGUMUWTION AND WIND ON THE FUNCTION OF THE « 12�� IN PROPOSED PATIO FND WALL, �\ CONCRETE SLAB: m ! s PL.FOMAnoN WALL 12 OL,ANCHOR W/KELI6ROUT EPDXY I _ VENT. THE PLACEMENT OF A PANEL OVER A VENT PIPE AND THE Df516N OF A \� (ABOVE I , I r o_ --------- I . I I I I I I (3'-0"MIN BELOW&BADE) 3 00 P51 W/6xb u' I` I I` a I' Q 3 z° r > s7�� O °� ----------� ° bl I x ROOF ELEMENT GOVEWNG THE VENT PIPE SHALL PROVIDE FOR AN OFB�I AREA � ,° 5 FOR THE VENT PIPE To THE OVn?OOR5 THAT 15 NOT LE55 THAN THE AREA OF TYPICAL REINIFORGEt�fENr FORA L_ — W40�4o I I I I N o - I � THE PIPE,AS GAI.C.ULATED FROM THE INSIDE DIAMETER OF THE PIPE. SUCH VENT b' THICK FOUNDATION WALL: p I e #4 BARS HORIZONTAL a 12"OL. - r• L` _a°I I I a I I I age . ' � I d l � � a l n l I V• �_ w TERMINALS SHALL PROTECTED BY A METHOD THAT PREVENTS BIRDS AND (2) AL R A W A i� IV�1.4- ON IYJV / — _ IO"PL.FGVI`LL/AI IVI,1W.L I II° — I———— I `I I ° •( t o ° a • a o ° ° I �p ° :c.[ � RODENTS FROM BNn3tIN6 OR BLOCKING THE VENT PIPE OPENING. —II I I 7 3 4 9 (2)#4 BARS VERTICAL!36"OL. (3'-0'MIN.BELOW 6RADF� :�" I I I °a I I ° 1 °�Q O 3'MIN EDGE DISTANCE,TYPICAL FROM EL. +�T.q' ' �°' �- � ( � - •' TYP REINFORGEMERT FOR P3103.1.4 SIDE WALL VENT TERMINAL. i TO El_ tl4-b / _ _ I ' I� °° I I I I° °' I I I I _ INA (3500 PSI MIX)AND PATH TO 10'THICK FOUNDATION WALL 6. I I ° ° O I'-6' I• "� r R�FES��of I° I I � Qa_ °° VENT TERMINALS EXTENDING THF�DUGHI THE WALL SHALL TERMINATE NOT 1E55 12-X24 PL.FOOTING(3�00 PSI MIS / A �� _ ,_ GRADE ABV (2) #4 BARS HORIZ 0 12"OL. I I I p I I I ° ( I ° I I I I ° I I ° BBVGH I° r1 °Ij v- r- 5 .IEFFREY T.BUTLER, P E. THAN 10 FEET OM"FROM A LOT LINE AND NOT LE55 THAN 10 FEET(3048 TYP RELINE.FOR PL.FOOTING: / 5 � I ( FROM EL. t13 (2) #4 BARS,VEIZT® 36"OL. , I I I Mid ABOVE THE HIGHEST GRADE ELEVATION WTMM 10 FEET(3048 MIS IN ANY / / o + E06E OF BOND BEAM AND POOL WALL BELOW SEAT(ABOVE) ° ° I° '— DIRECTION HORIZONTALLY OF THE VENT TERMINAL. VENT PIPES SHALL NOT (4)#4,2 LAYERS / �— _ �I- I: TO N N . -10.1' 3 MIN.ED6E D15TANCE,TYP (I 'I ° ° I 1— �_— !1 K I P TERMINATE UNDER THE OVERHANG OF A STRLGTURE WERE THE OVERHANG l' a i I 0,500 PSI MIN.MIX)AND � I ' I - --------�°-- " 1 -------1�-' �------- -- -- f�� INCLUDES SOFFIT VEW5.5UGH VENT TERMINALS SHALL 13E PROTECTED BY A ANCHOR AND BOND NEW TO NEW �Z �� / �- - - - �i 12'k26'PL.FT6(3,500 P51 MIN.MIX) � I .I° I � ° I - -� � . ( -- ° I I � J - g ° I' METHOD THAT PREVENTS BIRDS AND RODENTS FRO'KENTERINGORBL�ING U5614BARS, / f L J y 'L ----- '-- --------- - -------- ----- j--- - I - - I=--t---I- THE VENT PIPE OPENING AND THAT DOES NOT REDUCE THE OPEN AREA OF THE 10" IN PROPOSED 14'SHELF BOWL&EXT WALL AND / I -__ ( TYP.RBNF.FOR POURED CONCRETE I I . 1 I -+- -I-- / �/ 4 FOOTING• (6) #4,2 LAYERS -� VENT PIPE. 12' INPROP05EDPATIDFNDWALI, �� / A•' - _ __`- - --- - - ---- - - --- - - --- - - -- ED5EOF POOL GOPIN6(ABOVE),--- - - -- � _J - - --- - ---- � J - - ---- - --- - - - ---- - 1 - - Q I- TYPIGAL 4 T1iK REINF. SEE SETS 3t4 FOR DTLS - w O P31032 FR05T G105laRE 12'OL.,ANCHOR W/KELI6ROUT EPDXY / / CONCRETE SLAB(ABOVE) I' °-i ( — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — gI L Z WHERE THE q75-PERGBNT VALLIE FOR OUTSIDE DES16N TEMPERATURE 15 O■F i / / 4'CONCRETE SLAB(3,-W P51), I }° LNDG + v` a ,o o v`a v- v`a o v`a > P` ° ` •� °o °o " °o " I� p !�') Q �- (-Ib'G)OR LE%,VENT EXTENSIONS THIROUGHI A ROOF OR WALL SHALL BE NOT � / � i °v A o � n � o � o � o s o p r / W/bxb W40/W40t ° o° o° o° o v , v 4 v v 4 v a v 4 v v` p4 F, `o v4 — LESS THAN 3 INC.HES hb MM)IN DIAMETER ANY R�GREAuE IN THE SIZE OF THE / — — — — — — — — — —°— 0 _ / PROPOSED VENT SHALLBE MADE NOT LIDS TI4M I FOOT(3o4b MIS INSIDE THE THERMAL ' / / I o o ° �' z }- aF TIE BU1l�1NG. - % o W V-Av� STEEL FURRING STRIPS J r N Q ENVELOPE do D o ° -I o p o ° UNDER PATIO SPACE V O z0 / 5TB�AND T °a Pool Pool ELEG ytL. NTH FRP PANELS,TYP. STORAGE W � ° I° I� "-' • _ / - RAIL PER CODE 7� . 001 I o ° LIVING AREA = 1636 SQ.FT. N Z ING AND SEALING. 1' D HF�Ta=R ' 1 2 O z I a a I - _ ! O THE�.113NGTIIRE OFof EACH VENT PIPE WITH Tt�RooF LINE SHALL BE MAu>= L �° / 2 p ILTER FAH Vfttr To / 22 6AU6E STEEL.STWS TYP. I o¢< _, , I Q I O WATERTIGHT BY AN APPROVED RLASHINI6.VENT EXTENSIONS IN WALLS AND DRVI^IY ABV \ / L � , BATH I I I°°� ° ■ ® SMOKE DETECTOR SOFFITS SHALL BE MADE WEATHER TI61fT BY GAUIXIN6. ® EL. ±14b / I = - - - 1�> lo'-Id4 6'-0' 5 O' 12-0• I W3%4 W—� I �°REINF.PL. ITT PER GORE Z - p- �, / 12"PL.FND WALL/4'BRICK SHELF(3'0'MIN.BELOW 6RD) �_' 1'° LAUNDRY cx L� 4@, CARBON M"APE DETECTOR a I P31034 PROHIBITED USE. .SP °• TYPICAL RELINE.FORA 12'TNK FND WALL W!4"BRICK SHELF: I - r i 2'8■ rb I Q u P= � ° �` 0500 P5U,° I° ®. ONE PER FLOOR Q Z 0 Q LOWER CONCRETE SLAB: A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A VENT � (2)04 BARS HORIZONTAL® 12 OL. _ - A I `4 , w < Q �- F ° W/b�a6' r SEE SITE PLAN FOR POOL TERMINAL_ P31O33 LOCATION OF VENT TERMINAL ,AN OPEN VENT TERMINAL i. �s�` # " I T 1 I A I POOL ® 4 4 RL.SLAB W/6X6,WI.4 X WI.4 W.W.M, w N F Lu (2) 4 BARS VERTICAL o 36 O.C. d, I z K4DM4p O _I, G.O. I b MIL VAPOR BARRIER AND 2 XP5 =, ,� b N FROM A DRAINAGE SYSTEM SHALL NOT BE LOCATED LESS THAN 4 FEET 0214 MM) 3'MIN EDGE DISTANCE,TYPICAL(3,500 P51 MIN.MIX)AND I � EQUIPMENT � I o ° L ( EIJGL05l1RE PERIMETER AND -1,� I Q m _4' INSULATION OVER GOMPAGT FILL I p ° I- 6OMP IANGE WITH IODE HE NY � N DIRECTLY BENEATH ANY DOOM OPENABLE WINDOW,iOR OTHER AIR INTAKE « « � -�!; _ — ,,, o a I. W/SLIJEST Q Z •: OPENING OF THE BUILDING OR OF AN ADJACENT BUILDINIG,NOR SHALL ANY SUGHi 12 x24 REIN&.PL.FT6(3,500 P51 MIN.MIX) =1_' ---- 2-6►4 FINISH PER A6REEMENIT ' e I k� VENT TERMINAL BE WITHIN 10 FEET(3o4b MM)HORIZONTALLY OF S"AN TYP.REINFORGEMExr FOR POURER I - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ° FISH•�-'E, aL O T1fAN 3 FEET(ql4 MM)ABOVE THE TOP OF SUCH CONCRETE FOOTING: (4)#4,2 LAYERS -'J a 'I I, W ° I STATE SEGTI�ON R325b O J Z OPENING UNLESS IT IS NOT LE55 ° o o p d� SEE SHEETS 3t4 FOR DETAILS L I — , -7i ,°'�f d b LOUVERED VENT - d .�'pe ;` b'LaIVfRe2 VENT �' d . pQd blo" " o° d . �°pe ° "v 6'LOUVERED VENT a°pa -� b'LOWB�7 VENT m O OPENING. ° - _ LL 4'VTR I i - - - - - - - - - F_� I - - - - - - - - - - - - - - - - - — I I �--� - - - - - - - I IBRICK22 •SHELF(3'Oo�BELOW 6RD)N WALL 4' a Q � 1L r 14'PL.FOUNDATION WALL/4"BRICK SHELF I I I I I �N� I I I TYPICAL REINFMEMENT FOR A 12" (310 MIN.BELOW 6RADF� TYPICAL REINFORCEMENT FOR 3 I ST1�Sd RAIL m I STEPS 4 RAILI 12" 12' (2) ARS HOIWZON 12 L. w i I4 THICK FOUNDATION WALL W/4 BRICK SHELF: LN06 ABV I I PER GODS I PER I % (2?#4 BARS VERRTIGAL 0 36'OL. O O Z 1 (2)#4 BARS HORIZONTAL® 17 OL. e EL. ±10.1' L- 1 I 1 — — — — — — — — — — — — — — — — — — — 11---J ��i 3"MIN.ED6E DISTANCE,TYPICAL " (2)#4 BARS VERTICAL 0 36 O.C. - ---_ - _ _ (3 3 -_- ------.1 -3"FAI 3"MIN.ED6E DISTANCE,TYPICAL(3,5o0 PSI MIN. ----- - ----------------------- � --=�--- - -=-- _--- ---- -- --- - --g- - --- -- - -�--- .� Cn ' � � _ MON IMI�AND a AIR BRAKE,VENT AND 1'- -'--r--T T r MIX) AND 12 x28 PL.FOOTING(3,500 P51 MIN.MIX) \� L J ,500 P51 MIN.MIX) 0 12 x24 PL.FTG(3 � 5TANOPIPf PER I I I I I TYP.REINFORCBMTIT FOR POURED CONCRETE \ I — — — — — — — — — — — -- — — — — — — — — — — — — — — TYP.REINFORI.,FMENT FOR POURED Q 12" i GO. ( \ 2020 NYSBC SECTION 40b 1 LA1 1 I FOOTING: (b)#4,2 LAYERS �\ `• 4'-b" 3'-10' a 1 KG. 1 G « I SEE SHEETS 344 FOR DETAILS L-- J� CONCRETE F344 FOR (4)#4,2 LAYERS SEE SHEETS 34�4 FOR DETAILS VALVE 4 TO AN A11NDVED SWARr S' 10' GEI-1 W I 5Y5T8.1 �IG 12'PL.FND WALL/4"BRICK SHELF(3'O"MIN.BELOW 6RD) 10'PL.FOUNDATION WALL 3'MIN.EDGE DISTANCE,TYPICAL TYPICAL RELINE.FOR A 12"IIiK FIND WALL W/4"BRICK SHELF: (3'-0•MIN.BELOW GRADE) (3�00 PSI MIN.MIX)AND PAOE : PROPOSED l�#4 BARS HORIZONTAL® 12°OL. TYPICAL REIW-ORCEMNT FOR A 12"x24"PL.FTC,(3,500 P51 MIN.MIX) 3" 1 EP I POOL AREA LAYOUT ()#4 BARS VERnGAL A 36"OL. A 10"THICK FOUNDATION WALL: TYP.REINFORCEMENT FOR POURED __J 3'MIN.EDGE DISTANGE,TYPICAL(3�00 P51 MIN.MIX)AND 4 PLUMBING RISER DIAGRAM ADJACENT FOUNDATIOR PATIO SPACE NS I2'x24•REINF.P.C.FT6(3,500 PSI MIN.MIX) (2)#4 04 BA Ho VERTICAL L® I2p oL. coNGRETE FoEETS (4)FO 2 LIMES 2_�� (?a 4 EARS VERTICAL® 36 OL. SEE SHEETS 3E4 FOR DETAILS TYP.REINFORCBMNT FOR POURED OFOLD 2 NOT TO 56ALE SCALE:Y4 - 1'-0' CONCRETE FOOTING: (4) 14,2 LAYERS TAPERED SEE SHEETS 3t4 FOR DETAILS 6O'-0'(REF.OLD ED.BUILDING) t AW of 5 THESE MMIN69 AND ACCOMPANYING SPECIFICATIONS,AS INSMIMENT'S OF SERVICE,ARE THE EXGLU5IVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLIGATION SHALL BE RESTRICTED TO THE OR161NAL SITE FOR WEIGH THEY WERE PREPARED.RBISE,REPRODUCTION OR PUBUGATION BY ANY FETHOD,IN WHOLE OR IN PART,19 PROHIBITED EXGHPT BY WRITTEN PEP44195ION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH TT E ARGHITEGT.VISUAL CONTACT WITH THEM SHALL GONSTITLITE PRIMA FAGIE EVIDENCE OF ACCEPTANCE OF THESE RESTRIGZ6. POOL INSTALLATION CONTRACTOR: DEMOLITION AND GOMPA4GTION NOTES: EXPAND WIDTH OF POOL_WALL(AND IT'S ADDJAGENT PLATFORM REINFORGEMEN17 TO INCLUDE 4'SHELF FOR BRICK W/BLUESTONE SURFACE 10" P.G.FOUNDATION WALL DEMOLITION � PROPOSED FACE. POOL WALL AND 4'SHELF SHALL BE PART FOR PLATFORM FOUNDATION AND DETAILS (3'-0"MIN BELOW 6RADFa L START OF DEHOUTION 5HALL OILY BE6Rl AFTER THE DEMOLITION CONfRAACTOR HAS 93N SHORN 4. FILL SEI.5GTi0N AND COMPAAGITON: OF SAPS POUR (P/O POOL FOUNDATION PLAW,5E:E DW6 Nos TYPICAL REINFORCEMENT FOR A 10"thk FRO WALL: THE PROPER.REFORM STATING THAT ALL RQANvas HATED HAVE MTN REMOVED FROM THE MOST C05T ffFWTNE FILL MMATEIM FROM THE F01101i BUILDING AND POOL FOUNDATION PLANS: THE 517E LISM FEDERAL,STATE;NO LOGALLY APPROVED I ETIODS AND PROLE IRE9 FOR THE SHALL BE WED. yg A 32'-0' (2)#4 BARS HORIZONTAL 0 12"O.G. MATERIAL IN arsnon -SAo ts>zAVE3 Mx ps TO 3Ic PINES<o�Ms t AND ceR>rU, SITUATE AT: � 2'-3" N��] �:�. 4• (2)04 BARS VERTIGAL 0 36"O.G. 2. ALL STM71 R! ,BOTH ADO*AND BELOK GRAVE ARE SHORN AS A&VE FOR DE bUnOHI SO��F�<orn HM NO a�eV, OF SMAEACIE TO 13E SHOlift THE -AM 1663 BRIDGE LANE NASSAU POINT NY 3'MIN E#E DISTANCE,TYPICAL LOCATION. H�SROTATLE5T0 A�u�IWYOOF�LOCATIIM Io r of NEWYORKCl LONG ISLAND TOWN OF 5OUTHOLD SILTY 6lzhvex sass t>5 To IOA;FRES c om i'M Alm GBR>8), SUFFOLK GOIA�ITY,NEW YORK 0(3�00 PSI FO AND SUBSURFACE STRUCTURES SHOWL art THOSE T E CON111 AC HOT SHORN -SILTY SANDY SOILS(b TD 15%FINES c 0.02 MM AND CAR)b) I 5GTM 11 1000-10-2-4.2 PLATFORM EXTERIOR WALL W/4"BRICK FACE 12�4"PL.FOOTING L'3500 P51 MIS 3. THE DBddJTTON SHIALL�PE2FORNt�BY THE GONTRAiGTORI�AT THEIR OWL RISK AND LUABCJTY. 800-27Z-4480 811 �I ALL DAMAGE To TIE RIGHT OF KAY515IDB•IlAi aIRBIN6 BOTH Oct STE OR AD.wcENr TO THE �a.AY1:Y 6RAVE sons(OVER 20%FNIES(0i NM AND GBR)5), TYP REINF FOR P.C.FOOTING -CLAYEY SNDt'SOIL(OVER X%FRFS(OD2 iV AV OR)5), 4"THK REINF.CONCRETE SLAB: DEMOLITION AREA,ALL�R&'AIR®OR Rff'LA�C.BD SOLELY AT THE CONTRAGTG'R5 ba'f3EE. GROUNDWATER MANAGEMENT ZONE: IV(b00 6PD/AG) �- TIE ENSREER RESEINES THE ROW TO HAVE SOIL 1ST5 PH�ORI•B)TO CONFI R14 TIE i (- (4)#4 BARS,2 LAYERS 4. TO THE EMT OF THE BJ61FEHt5IQi0hLH376E,NO ENVIROtdENTAI I6AZAfRD(5J,THA1T COILD BE www.dignetnycli.com DATUM: NAVD88 4"THK REINF.CONCRETE SLAB: > I � I > I 4'CONCRETE SLAB(3�0o PS, , A66RAVATM BY THE DEIVLITiON PROCE7ft EASTS ON THUS SITE. 5UITABILTTr OF ANY FILL.MATERIAL. THE CONTR'AGTOR SHAD.SPREAD AND COMPACT or www.ca11811.com OWNER: I AV BRIDGE LANE LLG n1 - 4 CONCRETE SLAB(3;5i00 P% m m m HI bxb W4D/44.0 W^ri - TIE FILL MATERIAL IN b INCH 1IWM1H LI 15. EACH LIFT 5HN-L BE COMPACTED TO 45% for other states v m W/6xb W4D/W4D W*T TA.Bllk'_STONE R EL ISLE' PR0PO5W BEAM POGKET 5. THE CONTRACTOR 5 ADVISED TO USE CAUTION Nf A MLIT rO6 AND R INFORMATION is 9JBf31RFACE OF THE OPTMIIH WISnY. COMPACTION SHALL BE ACWHIISiIED AT NO LESS THAN ( ) ' c I I FOR 8x35 UNTf=L WITH 8x10 BEAWNS PLATE 5TRUGTUtES PIPING,ETC.DUE TO THE LIMiID AVAR ABILITY OF RFORMATiON f.ONGtl41N6 OPTiMIM MOISiUIE GON W IF'To 2%wriest.aPrHm DENSITY AND wmm minim 5„ TD.OL L15TONE 6 EL 139 u 4"BRICK FADE/ c SURFACE UTILITIES. Bylaw,excavators and contractors working in (TYP EierGHl 5117E OF WAI L OPDdINS,5 PLAAGE�i) CONi SHALL BE AS DETEOM BY A61M DIS!il• the five boroughs of New York City and Nassau E.O.PLTFRM(ASV) 6. ADEWATE FENCINS 15 TO BE ERECTED ARDIR�b THE PROPERTY,WIDE OF THE 51DBOLK,BY THE 0M VMS HU BE A AW AS FLL HATE9a&M ANY 15ASE. TLT_LT=_LT TIII.LT-T T1J71 LCT1 L EI �]Sj�[( 1T1 T1 TT 17 T f 1 T fTl 'aj�l GONE+r�ALrCft ppOrj TO THE START OF pg4pLlndlL 1T�CaMRpCTt712 IS,TO NNRtTAUH iFE F61GE and Suffolk Counties on Long Island must 7v I E0.EXT.POOL WALL(ABOVE)JJ - - - _ STEP TO POOL LVL (ABV) - tr MA50NRY OPENING �5�VEMOLmON AND TtE FENCE 6 TO REMAIN IN PLACE LINK ALL E•XGAVATIONS MVE SUB GRADE PI�ARATION COR Rl1HD: contact DigNet,1-800-272-4480 or 811,at least GOLUMi�I 10 LEO END' 1 �� _- _ FOR 6-4'N LOUVER,TYP OF 4(VERIFY MAJ M!N FILLED NTH 5UiTABLE BAOMLL OR THE PROPOSED 9)BWAGE 51RUG1111M MANE�l 5• FOR UNSTABLE`.:OILS NTH LESS,THAN SO P5F(01E510N OR UI TIWITE EFARINS 48 hours but no more than 10 working days STEP TO POOL LVL(ABV) TAUID A5 01{ pRpppc�e��p CAPAUTY OF LE551TIAN 5001'Sf,660TEXTIII°FABRIC SHAD_ INSTALLED IN ALL (excluding weekends and legal holidays)prior INTERIOR POOL WALL,INFINUTY EWE(ABOVE) ' c beginning any mechanized digging or G HELICAL PILE AND FOUNDATION GRID I . � 7. 6AlExi ARE TO BE IN5TAVIED AT ALL BdRAiY.E�TO TIE S1E 1}ffE GATES NLL EiE 5ECL1R$.Y UTILITY AND PPM6'TR@IGIB AND TAWCHOL6 TO REDUCE M6RATHON OF FRE•6R1VIH® 1 11 a rn - - p CLOSED AT THE:HND OF THE DAY NO THE PD40LiTOR OPERATIONS,ATE OEA5W AND TER: SOIL AND 5EPARATE D155MM FILL MA1L3INA THE 6EOTEXTILP MATERIAL SHALL excavation work to ensure underground lines LOG: POOL HOUSE,SEE PROPOSM POOL HOUSE Q are marked.Excavators and contractors can , �I POOL WALL BELOW SEAT(ABOVE) - - - 4 NaORH�RSIA l�r SITE. ovETa AP AAD 1ACENr sEOTExrn E HATi9tIR Et1r A MraMRM of Ir AS NECA►RT'ro FOUNDATION DWG No3 ' COVER THE INRHHDED AREA 6EOTFXTA.E FAEIRIC SHALL also submit locate requests online,through z ( Fr 15. EXCAVATION PROCEDURES SMALL EE PH2fORME�BY THE CO ITIMTORM,K ACCORDANCE NTN ��3�OI, ITIC.If you do not currently use ITIC,please � ALL FM MN,STATE AND LOCAL CODES AND RE6111.ATIO k 61FI50EX,OR TYPAR"AS NARFTTED BY E)M CIDMIGAL.AT� call 1-800-524-7603 for more information. ly $ • T ° 9. 6AS,ELKTM,PROPANE,Mfg POIE R,WUEHR AND OTHER STWCE COMFtTTONS,SHALI.BE 6. BAa�ilLN6 rAN:tl�lr5,H:Tc, O HELICAL PILE AND FOUNDATION GRID DISCON NEC=REI IlOi OR SEALED N C 1FOMW NTH THE APPL.ICrAM REac+ILATIorLs OF DAWILL FORAM'Ba5nN6 TAANI:HOLES SHALL MEET THE�eNTS OF THIS For homeowners LOG: UPPER AND LOWER LEVEL PATIOS 5EE "PROPi � I� 24' THE P1Wr.Unim OR THE M ACIPAL AGENCY IAVRHS IARISDGTION DURING D@fO MOf PHASE 5EGIM LOMIrA OK-OILL FOR OTHER HOLES LEFT BY MwAL OF SN�IMMINB encouraged to call reasonsas well when are any � ' � N ►l 0 PooLs,BASByeLTS,ETC.sma COMPLY NTH THUS SECTION ALSO. s planning y POOL AREA LAYOUT AND ADJACENT FOUNDATIONS DW6 No.2 10" P.G. FOUNDATION WALL o type of digging on their property.Homeowners I I o I LL- Wbx25 5TL W F.- 1 BAa�ILLM TRHHGHES: . � p I. 61MERAL can contact us directly at 1-800-272-4480 or by (3-0 MIN BELOW GRAM 0- . • --------- ----- 14C IN ORDER FOR THE PAVEMENT TO BE DURABLE;THE SUB 6RAPE MST BE PROPERLY PREPARED. EIACITILL FOR IITLITY»� BE M4-6W O'��*'�''AiER 5W, calling 811,the national call before you dig G WIDE FLANGESTRUGTURAL 6RID TYPICAL REINFORCEMENT FOR A 10.0 k FNO WALL: g - FREE OF SILT AND aAr PARTa m EImAT unrs SHALL OCCUR WMATMY AFTER $ nE CONTRACTOR SHALL PREPARE THE SUB GRADE IN AGCORDNICE NTH n�SE SPEGIflGATOS, number.For excavation work completed on LOG: POOL HOUSE UPPER GONG 5LAB SUPPORT 5Y5TEM - Tit LINE OR CONDUT 15 IN PLACE TO PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR SEE 'PROPOSED POOL HOUSE FOUNDATION DWG NO3 (2)#4 BARS HORIZONTAL 12'O.G. - - U51M THE WaSSARY W-MS AV MATERIALS TO PROVIDE THHE S TLM RERILT'S. NOTHNS IN personal property,it is the contractor's r 10a I I To RSTALLAnax of TE LIME OR cONrHrr,A 4 RHCH alslRON of SAiD sIIAI L EE I I I (��BARS�•�� •O.C. - - � �� TIE T•OLLONNI6 5ITLWnONS LAN 8E FOfRE..:�N TIHETRffORE,NIOIIIINIs N THE FOLLONN6 SFWI responsibility-NOT the homeowner's-to " }�'�' - RE lIF*THE CONTRACTOR OF THE F E91MOlUTY TO iIOTIFY TiE EH6�OF SPECIAL iMA�' contact DigNet.Having utility lines marked prior � 3 MIN EDGE DISTANCE,TYPICAL I � `I"� D. AREAS OUT5®E THEE PAVING SHWA BE f41ID AND CaNPACii�AS NEGESSNtY NTH t1REE) �� ,o�5 PROgBA AHD IN TIE 00,TO PROYmE A SM 90 6RApE to digging is free of charge. HELICAL PILE AND 6R7�DE BEAM FOUNDATION 6R ID 1\ I (3,500 P51 MIX)AND W6x25 5TL W.F. �� 2. U6A�Fi SOIL TEST DATA SOIL SMAME M6 I FOR THIS SECTION E9r AFEAS R ad TOP 6 pJGILE5 Si O BE NATIVE -� LOG: POOL FOUNDATION 5EE 'PROP05ED POOL AT ITS OPTION,THE MS EER MAY PROVIDE SOUL TEST INFORMA110N TO TE CONTRACTOR Fr 12"1 P.C.FOOTING(3,500 PSI MIX) I 13C 6 TOPSOIL.OFF NAME TOPSOIL.F•OR Fli 6SRRADEFO��SIIALLNBE BOND BEAM FOUNDATION PLAN,DWG Nos h TYP REINF.FOR POURED GONG.FT6: � I I PRDVID®,1HHE DATA M I INCLUDE CLA55FIGATION OF THE SOIL IN A,60RDAN2 NTH THE I INCH BELOK TOP OF CURB. AREAS SHWA 13E SLOP®TO DRAIN AT A MA AHN OF 4:1 W,�ry�QO�OIL CLASSIFICATION 9t'ST M(ASTM DMV THE SsNFIcAL�cE OF THE DATA Mu E+E ��,�y, 11� (4)#4 BARS,2 LAYERS I I I r I-----i UNIT oTHE>zr�E aHOHCATW ON THE SITE OR sRADMs PLAN. 5OLL.5 DMISMTED AS III&ILY EXPAN51VE M li AND Olf NAY FMM LINE STABILIZATION q. THE HISINEER ESANQ/ ENtiA6E AN IND1PEMmEIHI T�nN6 LAeoRATORr To PERT ORNT N A DIETA s N THE 9 RE-fMFIC I NTH LIMN1SlITA11 E SoHE 5171 sT EIE TREATMENTS T Mu BE STANDARD PROGTOR TE5T LASTH D1557)ON THE Fat.MATERIAL(OR NATIVE SOIL UPPER CONCRETE SLAB: 9 a Wbx25 5TL W_F� - ---(� WKIRAGTORS Sr1EEPEC.IFIG BID DOCUMENTS F THE G05T 5 TO EE RN:LLDED IN TIE PROCTOR TEST(ASTIR DI55T)OFL THE FILL MATE3RIAL OR NATIVE son.IF No FILL Is SYMBOL LEO END FLOOR DECK TO BE 4"CONCRETE SLAB I I 1 I i -WILS DE516NA M AS IIItS LY ORGANIC(00,a,AND PT)NAY REM ME 5ET.ECDA l)AT LEAST-12 HM ELiFM THE CO MN&TOR INMATES COMPACTION AMU CO A �.c NGLEAR D651Tr MSE(ASTM D2g22 AND A51H DWIT OR SW CONE ft-W DI556J ('3,500 PSI),W/6X6 W4D/Wi WWM ON I14' � .. 4 _I_ I I1� R�LALH 6Ji NTH 51ATABLE SOILS THE�Fort AND THE EXTHfr of THIS,REATN�ir TEST Ar A MNM1H of RAHIooMar 5EI50,L�LOCATIONS TD MEA9IRE THEE DENOTES P.G.FOUNDATION AND FOOTIN6 y I DEEP 20 6ALI6E'B-LOK'COMPOSITE FLOOR �, I I i. H 3�.6• ! ALL BE DETAILED IN THE SITE-�flG velam tTS F THE COST 15 To BE n AIM IN THE �of COMPACTION of THE S.1RFACE Re6RAVE. IF THE REST LTS FROM THIS TEST I ' I W/PILE GAP AND HH..IGAL PILE FOOTIN6 1 1 1 I ' ,: ; I -- I cONrRAGroRs BASE W. FOR THE FILL OR NATIVE SOIL DO NOT MEET OR E�THE DEOU of COMPACTION ° (BELOW FOOTING) I\1 I DECK. APPLY KENMi'ER BARRIER ON TOP THE CONTRACTOR 5HW1 INIWWT THE SIB GRADE AND NOTFY THE OM ER OF ANY SPI�GIfl®M THIS SEGnONI THE COST OF TESnII6 ALL EE DEDUCTED FROM THE %RFAGE PRIOR TO STONE FINISH. REFER TO ` ' I CONDITIONS Rf�f>MW S TKIA.COWDEPAnON NOT ADDS IN 1IE 51TE9'EGIFIG BID I --I- I 15 TON BEARING CAPACITY(MIi� KEMPER PRODUCT GUIDE. I ��;�Wb 25'SFL:W F + .::• --- I X DOCIIi s. THE DM COST OF MiNTIGIPATBD r�HwAL�LRAc n MLL BASED CONTRACT C04 T ANQJ I AND THE Tt5HE! (�Mu BE ITARr 8D. w 1 I> I ON THE LINT C05T5 FROMM NTH THE BASE 010. THE COST OF MWIlIGIPATEO LIME lo. THE GONrRAGTDR MIST RE3bVf THE E�STAI6 sAlrrrAARr SYSTEM IN ACCORDANCE wTI SEE GRADE BEAM REINFORCEMENT DETAIL > I I I� - 1 11 C STABWZATION OR OTHER SPECIAL 1REAAi ENT 1i BE N IEWTINIE D. TIE STANDARDS OF THE SLDli5. C 11TRAGTCIR 15 RE5PON6IEU FOR ALL IN 93WTM FOR POOL/BEAM GONNEGTION FOR I AND 516N-0FF of SAH•E. A 51MILAR INSTALLATION DWG N05 4 J I 1UA 8 a I L TIE CONTRACTOR S ALL REMOVE ALL VE6ETATIOH,SiSOIL,D54OLMOK Ru EIM Aw N. caNrRAcrat H5 RtSROHISIBLE FOR HAVRfs THE PROPANE TANK our AND -ter__-:. ;.: .. cszTH7aD As ET•PrY�iolR To RELOGAIION. i I I i I 4 51TEEAAHD D O WIDESIRi F 11 A]i 11 6TERIALS 9" �o�rEHtN�irt�16 NO ODES®FF�M TFE PROPOSED I I C NM)CTDR 91 SIAPE•TIE SUB 6RADE IN ACCORDANCE WTH TIE 6RADIN6 PLAN,TAKW s i I 5WIMMI N6 POOL AND 5PA I I INTO ACMINT TE TRCKNE%OF TIE PAVING SYSTEM. THE TaR3tANGE OF THIS ROUGH 6 EL. 11.E 1 OC 6RAADINI5 SHALL BE NTHIN Ii 96H To r LONN URNS THIS OPERATiON THE CONTRACTOR m "Q� I ° I II I FOR POOL.FOUNDATION PLAN AND .t' I I _ -_W6_x2_5 5T_L W.F.- - I I I SHALL NOTE AM(50FT AttFAS THAT BEGONE APPARENT AFAR TRAFFIC,EI f GON51Td1GT10N � m o ' I DETAILS,�DWG No S - --------- - ,. I r I I ELUIPMEMT AND IAADIED TId�aCS. SIGH SOFT AREAS SHALL BE RI3'ORTED TO 7W EN5NHEER � O I 0o I -4 } FOR DETETRMININ6 THE METHOD OF TREiATM ENT RED IF ANY. 1,4 • 1 2. MAINTAINM9 DRY SITE CONDITIONS: o I W i o I I 1" r r I f I I DURING PRLM'ARATION OF THE 50 GRADE AND WM THE PAVING�IN PI a ME CONTRACTOR LLJC) 7 a I - A SHALL PROMPTLY TAIL RFASONA1Tl.E MEA51�5 TO OBTAIN AND TO MAINTAIN A DRY 511E L 9 C CONvmorN 9O+HEA51�SHALL INCLUDE RWMs OF FREE Si Ni4TEHR,ERROR HAND W W6x25 5TL W F. I j �MACHINE SIMMS To FACLLITATE WATER REMOM AND OTHER OPERATIONS To SPEED PROP05M BEAM POGKET F; �1 FOR Wdx25 FJ WITH bx5 BEARING PLATE I I 'I 1 `Q 3. NATNESOIL CONPAGTIO6 2'MIN COVER • Cgeff E AND COHE5M.E95 NATIVE SOIL SHHkL BE COMPACTED TO q%AND 100%OF i I (Tl'P EAGH SIDE OF WIDE FLANGE BEAM, I I 1 j I ' THE OPfMAH MIS",ff:%WT QX.PRIOR TO PLACEIM OF FpL TENSION LAP TEN510M DEv Dmff r L13�6TH5 � TO MAIN BARS 1 I ry I 14 PLACES) I I /� T I SPLICE LENGTHS FOR STANDARD END HOOKS('Idh) I.THI5 TABLE GONt-ORMIG TO AGI 515-2002(AND 2005).TA'AQJLATED VALUE 5 d- �I I W Y ( 1 I (GLAl55 B MMIMMMUM) ARE BASE3D UPON AGI 12.5.2,ASaIMM6 6RADE 60 REINFORCEMME3QT AND 1 s 8c CONCRETE STRENGTH(Q51) NORMAL!^EI6HT CONCRETE. I� `� LOWER CONCRETE SLAB: 0 3 I W6x25 5TL W.F. = I- I ` 1 I c BAR 2.PER AGI 1253 A),FOR O11 AND SMALLER BARS,IF COVER TO BAR 15 2 _ _ X Z W 4 R G.51.A8 W/bXb,WI.4 X WI.4 Wl�lld, . I t I Y O III ( I I 1 3 3 4 SIZE 3p00 4p00 EXTENSION E•5 OR MORE AND FOR 90 LESS THAN HOOK WITH GOVfM2 ON BAR I� b MIL VAPOR BARRIER AND 2"XP5 6a „' - `� #3 Ib Ib Hpl q '( EXTENSION BEYOND IMoac NOT LESS THAW 2 INCHES,A MMODIFICATION u IN INSULATION OVER COMPACT FILL ;. iTi #4 21 20 04 11 10 FACTOR OF 03 MAYBE APPLIED.MINIMUM idh SHALL NOT BE LE55 THAN 8db MM . •�..t.. ,\\ I I E>_ NOR b�1Gi PS,. 1-+-M _ 31 27 i 14 I2 1 P 0 0 o dJ #b 43 61 17 15 ;�, 1^!�?c7 57L �:F. I I +.l 1 Idh by INSTALL CHANGE 1-ELIGAL PILES I 1 �' l 2 I I I I BUI LNG FoonM16 L°N�63®PI I I -I-----_-_--, I I I ; 1� I '* CRITICAL b O O BELOW LD LE - _ - _ I I I I I MASONRY OPENING FOR 2"MIN 5ECT 10N W GAP IN Pi FOOTIN6 AS,SHOWN i ,,��// n USE: b"xb'CHANGE PILE GAP,MODEL I -- � III 6'-4Yw PASSAGE NOTE: C4 EMD COVER 0=6 db UP TO#b � -� F■-�-� � 1 1 I NO.GI50-0465 I --- 5a I 6C I. ALL RI BAR5 LARGER THAN#II 5HALL HAVE A MINIMIM YIELD STRESS OF _ -- PROVIDE 3!'4 x 3'L6 BOLT WA HEX NUT ----- J I I Wbx25 5 W.F. FF. fi,=15k51 AND SHALL 13E MECHANK.ALLY TEN51OWGOMM WGNON SPLICED. uuu�� D=10 cb FOR�14t�18 1`I in Iy I (BY CHANGE),AND CHANGE HELICAL I I 1 _- I I I i 1 es 12"P.C.END WALL/4'BRICK SHELF 0`10' NOTE FOR TEN51ON LAP SPLIGES7BSION DEVELOPMENT L.ENGTH5 2'MIN.COVER PILE SERIES 55150 I 1 I --- --1 i I ( 1 1 TYPICAL REINF.FOR A 12'THK FND WALI I. REINFORCEMMfNT 15 U�CAATED,NTH Fy=bop00 PSI. TO MAIN BARS Iw-, �I INSTALL 6 OL.,TO 15 TON BEARING i I 1 I I I I I III (2) 04 BARS HORIZONTAL 12 OL. 2. CONCRETE 6 NORMAL WEIGHT 022-150#/G.F). (2) #4 BAR5 VERTICAL 0 36'OL. 1�'MINI CLEAR CAPACITY(MOW BEITN BARS ENGIMEE3R. I I I 1 - - --- 5c " 3. FOR'roP'BAR SPLICE LETr6TH('TOP IS,D>�1N®BY ACI 3I8 AS HMAVIrLS Y _ I 3 MIN.EDGE DISTANCE,TYPICAL C3,500 MORE THAN 12 INCHES OF FRE5H CONCRETE CAST BELOW THE BAR), $ 1 N I I --w6xzs� w.F. ••) - --- i 125x24'REINF.P.G.FT6 M500 P51 MIN.M TA�ATED LENGTHS MUST BE MULTIPLIED BY 13. TYP.REINFORGEMERF FOR POLIRED 4. LFN51%TABULAiED MUST BE MULTIPLIED BY THE FOLLOWING MULTIPLE LAYERS LINE OF INTERIOR WALL OF POOL(ABOVE) I I i 14a ®°• ® ( I I X CONCRETE FOOTING: (6)*4,2 LAYS MODIFICATION FAGTOR5 TOP VIEW -_ - a.LI6HTWEI6HT CONCRETE _._..13 PROVIDE MINIMUM COVER AND COE J I a I '• .I_ -I-- III SEE 5HE T5 344 FOR DETAILS b.EPDXY-COATED BARS: MI COVER. UFARANGE S SHOWN USE TABLE IA FOR LAP SPLICE LEN5TH5. * IJ BARS WITH COVER vCb,Q 2LWITH CLEAR SPACING�b J5 FOR - - -J - - - ---- - - --- - - - - -- -'LU MX25 5TL W.F. -' u-I r----L� J BOTTOM t VERTICAL BARS 13 FOR'i BARS r •,`, LY L.O.POOL.COPING(ABOVE) ', ' w N ' ,%AC Lu 1 14"P G.FOUNDATION WALL �, I :r " I 12 2J ALL OTHER CONDITIONS �.2: SWAGE OF CONCRETE m I �� r In, FOR EPDXY-COATED'TOP'BARS TIE MMAXIMIIM FOR COINED 2 y " I I " FACTORS= I.1 N ,E.:. r� \ 1 W/CF' BRICK SHELF w w (3'-G)'NflN BELOW GRADE) I i 9 -1 I, O Q LI I 1 5. HHERE TENSION DEVELOPMENT LENGTH&4 15 RE GMED ON PLANS OR IN CLEAR COVER ��A �3 ' TYPICAL REINFORCEMENT FORA ____ _ a 3 " DETAILS,SEE TENSION DEVELOPMENT LENGTH TABLES. PORTION OF FOUNDATION WALL. 3 a 3 c b. CLASS A LAP 5F LICE LENGTH5 ARE EQUAL TO 1IN510H DEVELOPMENT ENT ESQ. (2)#4 BARS HORIZONTAL® 12'O G. p�z W6x25 STL W F. lac p I LeiE1TM5.SEE TABLES FOR TEN51:`7N DIEVELOPMENT L B'16THS 44.APPLY � OUTER LAYER \ (2)#4 BAR-5 VERTiGAL 0 50 O.G. I D-t_ o- U_ I I I � APPROPRIATE MODIF16ATION FACT0R5 TO CLA95 A SPLICE:LEN5TH5. / � (TABLE IA OR IC) JEfFREY T. BUTLER,P.E. 3'MIN EDGE DISTANCE,TYPICAL I 1 (31500 PSI MIX)AND J 12' 8'PL.FOOTING(3,500 Hall MI)) W6x25 5TL W F. INIIB2 LAYER Ll I \ \ TYP RE:INFORMIIENT FOR PL.FT6: in I I I 41 112C GENIE TO MSPACINC7 OF ITER (TAKE B OR ID) . . JO \ \ (b)#4 BARS,2 LAYE 175 CD . ` � -� � � _ LAP SCHEDULE 8 PG.FOUNDATION WALL Y Za - `i I tx Q Z LL 0-Ol MIN BELOW 6RAi TYPICAL REINFORCEMENT FORA ( I 1 ^ ca BAR SIZE LENGTH(fC'-5000 P5O � I- 8"THICK FOUNDATION(r1A:LL• 24 W6x25 5TL W.F. I I 1 C THE LARGER DIAA 1Y INS TOP OTHBZ�i F--1 Z Z � 94 BARS HORIZONTAL"® 12'O.G. \ ' r ' 1■ _ I 1 't- 2'-O' 2'-O" d d' #3 Z'-0' 1'-T' ~J O A,) O N (n LL'1 #4 BARS VERTICAL @ 36 oL. �, Tr " �, 111 -I- o -�- o , . F-1 QL > " -3 0' q-O' in MAX MAX TRIM BARS TO MMATGH WALL #4 2-8 2-I 0-11 -I z NMIN EDGE DISTANGE;TYPICAL -`T� HORIZ.BARS 1 _ --I n 0 13500 PSI MIX) AND -- - - - nl q5 3-4 2 1" � (V 4'Pi FOOTING 0,500 P51 MIX) ' � '- � N-#5 EF MIN �} ADD(2)-05 TH:B 4x BAR DIA � 4'-O' 3'-I" O - Z < Q_ ,M REINF.-POR P.C.FOOTING: '(a �� _ �' N EA SIDE L - 1OR 4'MIN. #8 b'-H3' S'-2" Q Z � - W jL {4)04 BARS,2 LAYERS - _ _ - 6 FOR D)= 18'ADD a 0 Z r �� N#5xb'-0'EF FOR 1 t'-'S Q BAR SIZE MMINIMUNI EJ13�D p"I Z• Q ,'T I MIN I I I 1 fn I 14 P.G. FOUNDATION WALL VMALL512'AND THIC.KE�t DIAMETER O W I �i W/4"BRICK SHELF / ` t4 Q tlJ W - N - - - 4'-q� �i (3'-O'MIN BELOW GRADE) �' #3-#6 6x BAR VIA N _ \ TRIM BARS TO MATu+WALL ' L • - I H !° I i TYPICAL REINFORCEMENT FOR A \ Q Q #4-#11 8x BAR DIA / -1 a \ / --J IOW PORTION OF FOUNDATION HALL: �T'BARS ¢z + Q A #14-918 IOx BAR DIA O w J Z N 10" P.G. FOUNDATION WALL I (2)#4 BARS HORIZONTAL o 12.OL. N#5 EF MIN A '(3'-O'MIN BELOW GRADE) (2)#4 BARS VERTICAL,o 36'OL. W TYPICAL REINF.FOR A 10"thk FND WALL: B CIRCULAR OPENING 3 MIN EDGE DISTANCE,TYPICAL / (2)#4 BARS HORIZONTAL 12'OL. // \� 5 4 113"0 P51 MIX)AND O O F V 0 0 1 " \ I'-8" 2'-II' 12'x28"P.G.FOOTING(3500 PSI MIX) s+ BAR SIZE MINIMM�T BEAD a Z - Q/ LL N (2)$4 BARS VERTIGAL 0 36 OL. d� N-+-1 3"MIN EgGE DISTANCE,TYPICAL \ \ T-`i■ I 10'-0" I TYP REINFORCEMENT FOR POKED 1. LENGTH OF LIARS=D+4'-Oi` T I& DIAtoi (� � CONCRETE FOOTING. (b)44 BAR5,2 LAYERS 2. OMIT TRIM BARS FOR 91N6LE (3�01�P51 MIX)AND \\ \\ QA IL O�g� 4 AS, INMAIN O Z oPE3,nNs WHEN Deb. 2 (TYP) MAIN REINFORCEMENT ti 12 x24 P.G.FOOTING,(3$00 PSI MIX) N, ADD(20-#5x4'-O'a -- TYP REINF.FOR POURED GONG.FT6: CENTS OF 5L AT REINF. W (4)#4 BARS,2 LAYERS Aa Ba Ca Da Ea AP I D01i INro 5L EA. ALTHOOK per,,, 12'PG.FND WALL/4"BRICK SHELF(3'O"MIN.BELOW 6RD) AND TH1GK62 �6 2:�1 POSITION ALTERNATIVE-i V ALTERNATIVE O TYPICAL REINF.FOR A 12"THK�FND WALL W/4'BRICK SHELF: ADD 2#5 x Vi L-30)BAR VIA, Imo_ V PROR2)#4 BARS HORIZONTAL a 12 OL. . TYP FOR WALLS 12' � I.REINFORCE SIMILAR FOR GIRLLILAR Ol'gMINO-5. )� �RTIGAL® 36 OL. E Ll El r 1TMTM. ^^ AND THIU� 2.FOR OPEMN65 LARGERTHAN2'-O',SEE PUW FOR TRIMUPOOL' �'EFF TYPICAL� AWR AND REIN E3�IT. �.Iiii PAGE ■ 1 I 4 y,E APPROVED OV T LARGER�TURAL V s�PPRRI R o G�rn��aIG�TIONN. TIES STIRRUPS UNDER R .CENT FOUNDA IONS U. 2:-0' BEND F NECESSARY SEE 5HEET5 344 FOR DETAILS i. CIRCULAR OPENING CIRCULAR OPENING STIRRUPS AND TIES 4 2 0 4 15 12 Ib TYP. CONCRETE WALL OPENINGS TYP. REINFORCING BAR HOOKS AND BENDS 6RAPHIG 56ALE 1/4" = 1'-0" SCAM NT5 SCALE: NTS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS, INSTRUMENTS,OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARGMTEGT AND THEIR 05E AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.RIBM RE PRODUCTION OR PUBLICATION BY ANY METTIOD,IN WHOLE OR IN PART,6 PROHIBITED EXCEPT 13Y WRITTEN PEI;H5510N FROM THE ARC.HATECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITE•GT.VISUAL CONTACT WITH THEM 511 C.ONISTIME PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 0 � 5 PROPOSED BEAM POCKET FOR WkZ FJ WITI4 6X5 BEARIH6 PLATE UPPER CONCRETE SLAB: (TYP EACH 519E OF WIDE FL.M6E BEAM,14 MACE5) FLOOR DECK TO 13E 4'CONCRETE SLAB 0,500 P51),W bxb FINISH SURFACE MATERIAL PER #4 BAR EMBEDDED T'IN PROP05EP POOL W4D/W4D WWM ON he DEEP 20 6AU6E SLOW COMP051TE A61REEMENT.PROVIDE KEMPE"R FLOOR DECK. APPLY KEMPER BARRIER ON TOP SURFACE WALL AND 12"IN PROPOSED SLAB,be OL„ PRIOR TO STONE FINISH. REFER TO KEMPER PRODUCT GUIDE 4'POUR STOP ANCHOR W/KE L 6ROUT EPDXY IB'-O' (POOL INTERIOR) o PROPOSED PATIO a EL. rT.Q' PITCH: IDSK MIN STONE WALL J J 1�s HE)(BOLT W/WASHER �� a � Wbx25 5TL WF, SPACED AS NOTED(SEE PARTIAL PLAN,DNS No.0 BELOW NEGATIVE „ ) ED6E WALL COPING EMBEDDED Z IN FNO WALL, ANCHOR W/M16WK EPDXY POOL I I F 10'REINFORCE C .R_FT>=WALL PROPOSED �' 6r°( 3000 PSI CONCRETE,TYP U�ox WF 8x35 LINTEL AT WALL OPENINGS GRADE AT SECTION GUT INTERIM WALL F IP WALL REINFORCEMENT, POOL. I I ; PROVIDE(2)bxb BEAM POCKET W/ EL 15D' +-) II 0#4 BARS HORIZONTAL a 12"OL. E3KEILL °y r � J' THRU BOLT W/WASHERS 6V44 )�'STEEL BEARING PLATE® EACH OPENING /ice\� 3'HN W6E VISTANGE,TYPICAL _ HEAD AND END(YYPIGAI� PROVIDE 2XI0 NAILBR(SEE FLOOR PLAN) PROPOSED BEAM ter PROPOSED I7CJ11�1 POCKET \ POOL FLOOR DAMPROOFIN6 LAPPING 1 r ,u �' FOR b05 LINTEL WT14 bAO BEARINO \ � PLATE(M EACH SIDE OF WALL PROPOSED =\�\\\ A ° i hmom PL.WALL TO CARRY %� . II° . II II — — 2'XP5 INSULATION c J_ I I ° PATIO N6,5 PLACES) STONE WALL ABOVE ° ° 1 11 i°j w -� A 4k 1 ==1�==11===1=_�{�I=sue- � FRP FINISH PANELS. � I V + HI II 11 . 11° - .11 ° I °11 ° ,11, - II 11 . ° 11 - v ° °d • ° _� �- �� EXTEND II °° ° II 11°° II II II II •° II. ° II II° 0 - 11' II .II I( ° � 2'Sc16"TREAD ON 8a6E GRADE BEAM TO ° ° , , VENEER 6 EL..10.1'(+/-) ED.SUPPORTING WAIL q° . II N Ih , - 11 II _ II II II ° II° II ° II q ° ° ° - ° ° , ° ° . 1-� a F - LOWER CONCRETE�'�° =11=—=1L- �-— _ _ —_ —_ _�I m 5TIL FURRING STRIPS vO 1 4'RG.SLAB W/6X6,hp 4 X W.4 H1dM,b MIL u► BRICK FAGS e ° u ° ° ° ° '� ° u'° ° ° ° 2"XP5 INSULATION ° ' I vAt'OR BAtzRIHt AND�'XP5 MSIA AT bN ovaz ? PER PROPOSI7J ° POOL GRADE 6EAhi° ° 4 v 0 COMPACT FILL PG.RET WALL a ° FOOTI REINFORCEMENT WKS-,- ZnlmoBW A El..8bJ I D ° ��° _)� ° o ° ° ° a a° ' I I BELOW 10'WAL.(4)#4 BA?5,2 � - � / \ LAYERS,3'YIN I�DISTANCI~ I I° _ GLADE e EL. 10.0'(+/) FOR PROPOSED POOL BOND BEAM Eou1�AT10N PLAN' r,, / / / /, BACKFILL t I EA"DIREGTM i r GONTIWA CONCRETE OO1jI, ITL�K Y�AY, �"AND $RUSH ON DAMPIROOFIN6 PGR05' TOP AT \ GRAVEL ; WALL q'-O' WALL 4" 6RD 6 � 'PROPOSED POOL BOND BEAM AND PATIO PROFILE' CAPILLARY BREAK � SEE DW6 No3 4 L_ED6E F.FLEL® EL. LL �\� 'GOMPAGTID / '/ v/ '/ / / °ems s ° • �\-. i\j\\� /.� ii v \ �i\ \ \// 12- 1 4 INTERIOR DRAIN T1l.E,T7E INTO /i\ EXTERIOR DRAIN AND RADON EXHAUST \ \\/\\/�\/\\/\\/\\2"XPS IILSUATION 6 °i I• € i\�_' /� ��\�i\\i\\� '\ \ \ \ i\ \ v ;\ \ \ \ \ 4 i % / / / / / / / / , J� d °I \\�_' \\ _ \�\\ \! 12' P.G.FOUNDATION WALL/4" BRICK SHELF \i\ i\ � \ � % � 0 LPOL OR BARRIER,TURN p �i \ / �j\� \ \j \j \ - " t, 1° \\�\-' C3'O' MIN. BELOW GRD) / / / / '/ i/\/i / UP AT SLAB ED6E DO NOT R)GTURE a° \� TYPICAL REINFORCEMENT FORA 12 THK m CRUSHED STONE BED o o 'I° ° 1• \\�//�\ 1 ° '\� FWD WALL YN/4" BRICK SHELF: \ -'I •-A. �- \Xj= (2) #4 BARS HORIZONTAL a 12 O.G. 0 Q ° \\/ Q (2) #4 BARS VERTICAL 0 36"OL. Q-1 12"X24"CONTINUOU5 REINF.PL.FOOTING s A-A° - a-- - - 3" MIN. E06E DISTANCE,TYPICAL (MUST REST ON VIRGIN 501L) • SEE FOUNDATION PLAN FOR PAIN 2'-4" 2'-0" (3 P5) MIN. MIX) AND w N FOOTING REINFORLEMENT 12'x24" P.G. FTG (3,500 PSI MIN.MIX) r" FOOTING REIW32YEMENT f Z/ In (4) #4 BAR%2 LAYERS, A T OF OX)KEYWAY BELOW 14' WALL, FOOTING REINFORCEMENT 3"MIN EDGE DISTANCE, AT TOP OF FOOTING,TYP " �/ O EACH DIRECTION (b)#4 BARS,21AY@25, EAGI+DIRECTION ANGE (4)#4 BARS,2ULAYERS, W A . X PROPOSED BEAM POCKET WF 8x35 LINTEL AT WALL OPENINGS INSTALL CHANGE HELIGAL PILES I 3 MIN EDGE DISTANCE,EACH DIRECTION X Z U_ FOR Wbx2'i FJ WITH bx5 BEARING PLATE PROVIDE(2)bxb BEAM POCKET W JIV STEEL BEAPJN6 1 ��W 19UI1DIN6 FOOTING,EMBED PILE GAP IN PG.EDDYING A5 O ` (TYP EACH SIDE OF WIDE FLANGE BEAM,14 PLACES) PLATE®EACH OPENING(SEE FLOOR PLAN) USE: b'xb"CHANGE PILE GAP,MODEL No.C450-0465, MD � UPPER CONCRETE SLAB: PROVIDE 2XIO NAILER,TYPIGAL PROVIDE#/4"O x 3"L6 BOLT W/HEX NUT(BY CHANGE),AND I w < W6x25 STL WF., FLOOR DECK TO BE 4' CONCRETE SLAB(3�00 PSU,W/bXb CHANGE HELICAL PILE SERIES 55150 O = II SPACED AS NOTED W4D/W4.0 WWM ON he DEEP 20 6AU6E'B-LOK'COMP051TE FINISH SURFACE MATERIAL PER INSTALL V O.G.,TO 15 TON BEARING CAPACITY(MIN) D_ N (SEE PARTIAL PLAN,DWG No3) FLOOR DECK. APPLY KEMPER BARRIER ON TOP SURFACE AGREEMENT.PROVIDE KEMPER Q PRIOR TO STONE FINISH. REFER TO KE HPER PRODUCT GUIDE. I 4' POUR STOP �j 1 . 4'-b3/4" I O SEE FLOOR PLAN 10-0 1 PROP05ED PATIO® EL. LTA' FND WALL REINFORCEMENT: (2)#4 BARS HORIZONTAL @ 12"OL. ga _- ' — #4 BARS VERTICAL 0 36"OL. .. ° 3'MIN EDGE DISTANCE,TYPICAL -1 ° tu 1 )t WF 8x35 LINTEL I °a a ° d Ul ° --- � bx35 LINTEL(TV OF 5) °1 - 4 ° j .'�.�I_ _ "' •1 ��. _ o SECTION A EN&1►�ER. WOOD NAILER °I D PROPOSED FOUNDATION CONSTRUCTION d ° " I I SCALE! 1/2'_ 1'-0. Ea r' f V THRU BOLT W/WASHERS " o d ° < a - T.O.PLTFRHH (S� DWG No3, ��' �Q, T` )V HEM(BOLT W/ ° ° ° ° ° 0 HEAD AND END (TYPICAL) ° WASHER EMBEDDED 7' '° PROPOSED BEAM POCKET ° .F l e EL I3R (+/-) M 'PROPOSED POOL HOUSE FOUNDATION NNDER PATIO SPACE AND ADJACENT FOUNDATIONS) �c F' ° BLUESTONE FINISH FOR LOCATION OF SECTION UHT IN FOUNDATION WALL, ° ° AA ° ° FOR bx35 LINTEL.WITH bxl0 d I C_ ANGIioR W/KEU6ROUT ° ° d ° BEARINS PLATE(TYP EACH SIDE 10' REINF. :.I )• ___ _ __ '_ ( t EPDXY MR) . ° ° ° m ° ° OF WALL OPENIN6,5 PLACES) GONG WALL, •1 �v�v�v d ° 'o z 21000 P51 •� - \,��\\% 1 h COLUMN 1 D LEG END: a p� a LOUVER > �p 73 VERIFY REQUIRED °TYP U.O.N. 1 • : � �\\i\\ice\\��\i\ °1'11 G HELICAL PILE AND FOUNDATION 6RIE2 RpFESS10NP ►-• ° MASONRY OPENING •I° . 1 \\��\\�\�\\i\\ 1 1'1° g_\\\��\ \� 1 I I. tU LOG: POOL HOUSE,SEE 'PROPOSED POOL HOUSE JEFFREY T. BUTLER,P.E. ►- a' (TYP OF 4) 1 i• \\%`` I !1 FOUNDATION',DW5 No3 FLi °a d ° ° ° 1•_a 1. \\� °) b HELICAL PILE AND FOUNDATION GRID p WORSE CASE ° ° d ° I I. � 8" � ';`Z - LOG: UPPER AND LONER LEVEL PATHOS,SIB 'PROPOSED ,J d ° STIR FURRING STRIPS ° fi.a � ,\ \\/ 6RPd7E EL IOZS'(+/-) PODL AREA LAYOUT AND ADJACENT FOUNDATIONS,DWG No.2 . . ed ° CINDER \+ = s • d° ° da ° d �• /\\\ a " //� / \i // �\� °d °PATIO SPACE - rV , FRP FINISH PANELS° '; :j: . - o i�\ i�\" \� i\i\\ i i\i\\ m O LOWER GONGRETE SLAB: ° ° ° I \i\ \j\\i\\� \i\\ O WIDE FLANGE STRUCTURAL GRID ' ' 4"RL.SLAB Wf bXb,°WI.4 X WI.4 W.W.M., " h 2'e...l \�\�\ I \i\\\�\�i /\\i\\�i\i\\i\\� C O v a� 2 °X 5 IWCATION d e - \\\% I \� \i\\ \�\i\\i\\i \�\\ LOG: POOL HOUSE UPPER GONG SLAB SUPPORT SYSTEM, �- d 6 MIL VAPOR BARRIER AND,2"XP5 ' ° ° ° �`L.`1- - / \� •1• i\\\ \'`'`��i\\\�\�\i\\i\\� SEE 'PROPOSED POOL HOUSE FOUNDATION' DWG No3 � Z 4 7INSULATION OVER COMPACT FILL ° d )s \� \ ID ° F.FLEL.0 EL.8b'(+l7 ° o ° ° d " i \\�i�i\\� ` {- \\ / )�( HELICAL PILE AND GRADE BEAM FOUNDATION ID Z n) Q . .• ° d . . - , • •• • d e, • •�' 1f 1 p? \\\' y �' T —� LOG: POOL FOUNDATION,SEE MOP05ED P I" A j 1 C BOND BEAM FOUNDATION PLAN' DWG Nos � v I� W w _L 1 ' ' 12' P.G. FOUNDATION WALL /4" BRICK SHELF H J D 1 O\i m (3'O' MIN BELOW -AD) N Z \�s\�\\- �\ ce �\ �� \�� i i\\ E TYPICAL REINFORCEMENT`FORA \\ \\ \ 2 XPS INSULATION; \ \�\\ \� \ \ 12 THK FND WALL W/4 BRICK SHELF: N - \ %\VAPOR/B1�WE32, \\ \... i/ +.°d i-s _ w O \ �i\i\\, \\i/ .i° , "/ /\�\\� i\i\\i\\; °—I I—, (2) #4 BARS HORIZONTAL 0 12 O.G.AT SLAB EDGE,DO NOT PUGTURE;\ \\�\\�\ �\ �'2-4 \ \\ \\\�\�\ o " SYMBOL LAC��lD \�\� \i / %i\\i\\� -a- LLj. - (2) #4 BARS VERTICAL® 36 O.G. • ° Q � Z O 3 MIN. EDGE DISTANCE,TYPICAL DENOTES P.C.FOUNDATION AND FOOTINGLij STONE BED. \ \\� UNDISTURBED I I W/PILE GAP AND HELICAL PILE FOOTING N 2'-0" C� P51 MIN. MIX) AND " i\\�i �\ \\\ \j COMPACTED 12'x24"P.G. FTG (3500 P51 MIN. MIX) I 9 '6 I (BEl-OW FOOTING) O N 12 x28 CONTINUOUS REINF.P.G. FOOT11NG \�/\ \\�\\ \ I\\� \ SOIL IS TON BEARING CAPACITY (MIN) w O V N (MUST REST ON VIR61N SOIL) \/\\ i �TI�� SEE GRADE BEAM REINFORCEMENT DETAIL -� z SEE FOUNDATION PLAN FOR PATH \\'' BELOW 12'WALL,(4)M4 BARS,2 FOR POOL/BEAM CONNECTION FOR � � FOOTING REINFOIRGI]HENT I3I1UW 14'WALL LAYERS,Y MIN E 06E DISTANCE SIMILAR INSTALLATION,DWG NOS m I� O 0 31 MIN�'MSTAr�EACH DIRECTION I I v O P2'x3'(APPROYJ KEYWAY AT TOP OF FOOTING,TYP LL SECTION W - O ENGINEER TO INSPECT FXLAVATION PRIOR O Z 0 PROPOSED FOUNDATION CONSTRUCTION TO FOOTING INSTALLATION To CONFIRM z (D _ , " 1 BEARING CAPACITY O 5G'41-E° I!2 - I-0 INSTALL CHANGE HELICAL PILE5 �7 Cl BELOW BUILDING FOOTING, EMBED PILE GAP IN www.idignetnycli.com P.G.FOOTING AS 5HOWN of NEW YORK CITN LONG ISLAND or USE: b"Xb3GHANGE PILE GAP,MODEL_ No. G150-04b5, �;j; 800-2�]2-4480 811 (for, �e8ll.co j PROVIDE /4 0 x 3 L6 BOLT W/HEX NUT(BY GHANGE), - AND CHANGE 14ELICAL PILE SERJE5 55150 P A O E - INSTALL b'O.G.,TO 15 TON BEARING GAPAGITY(MAN) By law,excavators and contractors working in the five For safety reasons,homeowners,are strongly boroughs of New York City and Nassau and Suffolk Counties encouraged to call as well when planming any type of on Long Island must contact DigNet,1-800-272-4480 or 811,at digging on their property.Homeowners can contact I/1 least 48 hours but no more than 10 working days(excluding us directly at 1-800-272-4480 or by calling 811,the a weekends and legal holidays)prior to beginning any national call before you dig number.!For excavation mechanized digging or excavation work to ensure underground work completed on personal property,it is the I a lines are marked.Excavators and contractors can also submit contractors responsibility—NOT the homeowner's—to locate requests online,through ITIC.If you do not currently use contact DigNet.Having utility lines marked prior to ITIC,please call 1-800-524-7603 for more information. digging is free of charge. of � THESE DRAWIN66 AND AGGOMPANYIN6 5PEGIFIGATION5,AS IN5TRUNENT5 OF SERVICE,ARE THE E=05IVE PROPERTY OF THE ARCHITECT AND THEIR USE AND FUBLIGATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.R6)5E,REPRODUGTTON OR PUBLICATION BY ANY MET}k')D,IN WHOLE OR IN PART,15 PROHIBITE 0 EXCEPT 13Y WRITTEN PE-RHI55ION FROM THE ARGHITT=GT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARC.HITEGT.VI51JAL CONTACT WITH THEM 5HAU CONSTITUTE PRIMA FACIE EVIDENCE OF AGGEPTANGE OF RESTRICTIONS. LAP SCHEDULE p ® SITE INFORMATION: Bd A Gd TE ,� FIRM ZONE= X 4 d BARSIZE LENGTH Oc'- •psV �' \ O.TAPERED STONE WALL ABV _ ————— _ —— +IQ + �Q TOP OTHERS - _ -+— --- ------- t— — ---- ----- '[jOyg ' A '"� EDGE OF TAPERED STONE WALLABOVE�— ---- ------- ------ --- -------- � ° + � �♦ � - - - --------- _ 2-O I-7 \ _ -t °I I °I I ,�_ ,L _ _4. ° okill I>_ __ 4x13ARDIA 04 2-b 2-1 > - --- I- -1 ---------------- 1_- --I---- -------- �- -�- ------------ ---- -------- - of - - I --- ---- oR 4•MR. 3'-4' 2'-7' NEW YORK CIVLONG ISLAND __ _ _ _ * _ _ __ _ _ _ _ _ _ / 1 _ -ITT_—�1—�— I- �>' —I --L— --7—�— __/ —I1_L— 17-�1 = --�— — T =1=7 _ LI 800-272-4480 1 811 - I I 1 - ------------ �-%IS7_t ---- ------------ �1- i --- --------- _ ]i --- ------- -0.1 ---- ----- - `f-- - ----- rl ° -10� a° - www.dignetnycli.com °1 1 40'-04•POOL °I I LIMIT OF POOL / '� _ _1, 'Ill _ -}_ BAR SIZE MINIMUM BEND or www.call811.com / I'- -�' INTERIOR WALU t°° r STRUGTUPE ABOVE I ° _ 1 °.L_°l_1 I -4- I I 5FIA1'F�6RD 19EAhl T I 1 to d ` + d DIAMETER (for other states) - I °'+' - - - 7- _t - - - I._ I - - ° - - - 1�u -� #$ bx BAR DIA By law,excavators and contractors working in — I I i 'I'the five boroughs of New York City and Nassauand Suffolk Counties on Long Island must 414-*I$ IOX BAR DIA contact DigNet,1 800-272 4480 or 811,at Least _ �. I I 1_ 1 t j � T48 hours but no more than 10 working days ; 1, ° t, _ I I I, Z- tC1 T t ° T -t t� "f b I ° BAR SIZE MINIMUM BEND (excluding weekends and legal holidays)prior I 1 1 1 Y MAIN REINFORCEMENT 64- DIAMETER to beginning any mechanized digging or I -} —} *— _ ( ( _ _ ® 1- aL — a underground 1 i 1 lllbbb ® ( ° 1 IIIDDD® _ - �r I I ® I _i a 't-° -t ° -°�-� �. I - ill3- 4X BAR DIA excavation work to ensure uncle round lines _ ? T - I 1 i5 aN 1 ° are marked.Excavators and contractors can -� 'r ° —� ° ° ° ° — — 35 OTHERS SAME AS MAIN also submit locate requests online,through 1 a �1 --+ '�j N0.4 BARS, 1 v _ ' I I dT(_ =1 a"� �'1' X -.� �] �?' ,? t P ALT HOOK REIW. ITIC.If you do not currently use ITIC,please I I I ° 1 �{j"D(• HORIz. -r t_°�. O ° � ° T f� 1 ° N I I 1/I I I�j I L ° PM1110H ALTEM11W call 1-800-524-7603 for more information. I -t- —i- gj = 1 N I °I N I ° 1 `I N 1 �T -f�•�•..°•�- � ° Is- -I I b O °'i`T '� � °► I (3 ROWS) 1 1 -�- T T ° I I °I� I 1 • For safety reasons,homeowners are strongly 1 _ 3.r1. 'T 'r T 1 ° 1 a 1 -Q a ° w encouraged to call as well when planning any ( °°I -1— -♦ °° -L b ° T type of digging on their property.Homeowners 3 (° ° I °'L — T° T _ — ry can contact us directly at 1-800-272-4480 or by "d ( 't a 1 1 ° I I a I 1 1 LJ_ f 1 1 r calling 811,the national call before you dig I v° ( ° =--L �- T, -"'T -F° + 1 a°� ° 3D U U 't t i I I I I r �• number.For excavation work completed on -t- —'r t ° t I ° 1 ° 1 I r .. ° � �'• �•—�--� � TIES STTRRUPS AND TIES personal property,it is the contractor's ° a f I i I (b) 24"x24" -�=-I--•1- �' 1_ � °�] ,,� � � S STTRRUPS Jresponsibility-NOTI I °°1 I °1 1_ ._1 _ t t_ -fi 1 °`1 N I° T N v• i ° I d y� ALTEMATI� the homeowner s-to -r— =�- GRADE BEAM contact DigNet.Having utility lines marked prior I °�—I —�' I 1_ _1 1_ FI -}°— —4 ° TYP. REINFORCING BAR HOOKS AND BENDS to digging is free or charge. I I_I _ I No 4 BARSr i _ I 1_ _1 .�_< _+ (MINIMA�U t-- -t 1 1 1 ° T ° 1 SC AU: NTS I 't° 1 t 10' O.G. f ° I LENGTH A5 1 I v v I .M ALE SITE PLAN$A�5®ON ORIGINAL SURVEY B1': I I I ( HORIZ. 1°_ _ 1° _1 1 ( NUTED —}- 1 1_ I � ° ° -F-� --� -1 y I- I �` `♦ I° ° 1 w 'T .71 T° KENhETH WOYGIUK L.S. 4 I rt a t fi a i Q °) Q (° ° i 3,500 PSI I Q I° ° I A 1_1 I ° 11 ° 4 NYS LICENSED LAND SURVEYOR I I I i _ -1- -�- -F- -+ CONCRETE f- -+ I ° P.O.BOX 153 AC�IJ®06UE,NY I1931 I -t-I -'to --- -----------� 'f t I I° I ° (° (TYR) 1 ( ° _,!, °°I _ 1� � AOFEIC�: 631 29$-I588 I °I I 1• - - I 'h� (° - - -1 a -�n --I-. v --F� �j 1 7- / °I-I I° ° F BRI14HAR DES46N WORKS INGORP. ° - -------- I ( I ° ° 1 �� I I ITO PB�ETRATE 4 INTO POOL Cam.I 517E PLAN DATED:03-05-1497 /PROP05ED � I I AND SLOPE OF BOTTOM 01=rP00L Q i I_°__ _- -___ bxb GH NGE I .t ° -i- ZOOO-1a� II zl PILE I t 1, 71 1 � �a I I POOL REINF.,0)N0.4 BAR5, 18 L6 I ° i' - - U50-04b5 WITH 1 t_ _t. P00� f�B01( � I LOCATE OVER EAGf BOND BEAM(TYP) I A It I It-I =t --- HELIGA�.PIL. BELO I I a 1 TA.COPING = iq OB' ? T 1 a 1 I ° a I I Q I I ° 1 b a 1 ° A t� I I I ) ° I _ 1 aj� N0.4 HOOP 10 0� I 5 i5 SEE POOL PROFI I -I- - WATER EL. = t858' Q 5 ' 0 1 rt� -t ° ? ° T PROP05®WIRE TIES -VERTICAL _ I � I I I 1 i I_` I _ I Pool TIE BOND BEAM REIi�.TO POOL N0.4 t> I 't I a I (TYPICAL OF ALLI ° v ° a i Q °v ° °1 1 ° °v ' mwsilt � ° w —� PopL PlLFS) ' t °—t 1` `T -No.4 BARS,fb'O.G. �� MAR GAGE,3 TIES PER LODP W I I °I ( i I I 1 _ i I I ,j- -1 1— _1 -t— —+ _ �.:,i I r °7— —T I ,(HORIZONTAL - - - 1 - I I _t - - - 1 T - - _ 1 ° I - (3 ROWS) �o —'� I Id , i _ _° _ _ _ _ `1 °+- - - - -T --- --------?-- -oT - -- -------- ?-- --- ----- - C/ �LINE OF POOL BENCH(ABOVE) T-I _T - -i I -�- -T -�- -T T- -T :o o Q"T- j L) _ LINE OF INT FOOL WALL(ABV) _ I; I ° .�,- -�. J. ° { 't- I • �h �T ------- --L------- ♦� --t— — --- — — ------- - 1 T ---- -------- -r —� --- ----- t — = ————— - —?o ° d ° J (6) 24'x246X2It6' I I ° i I_ _ 1 -- I_ _ I 1_ _ 1 I _ _ I I I -�_ - I = �� a 3 III II 3 �� I T T 'r t E.O.POOL COPING(ABV) rt t 'r T T t p I 1° a , T T ° n C -- ---------------------- ————— ------ ----�— Fil ------- ------ --- �O (TYPIGAU= Ea. Ea. Ea. EGI. 5'-5►;• I ° I'`° J r b"xb'GRANGE PILE GA:P a Uo - C ^ �FINTr _ _1 050-0465 �� a 11 ° ( )��/ --- ----------------- ----- ------------- WALL I II IY PRCJM17E a"�x 3'L�6 BOLT v` III • a I a_ • 1 ID- TXD�� A - --------- V-0' _ °_o ---- 7 �a -------- -- ----- ---------- _ --I - --- --4- ------ - ------- --- ----------------- ° I I ° d" }- YUHEX NUT BY GRANGE ° ---- �� a<%��O Iz=_=_ _- ° - x --- a . / }� I I I I I I - ------- I I 5'-S►4 I - '-5" _ + II I- �� / GRAVEL JLU N0.4 BARS 10'O.G. a <m. I I I I X � ' G - � BELAW 1 1 1 I I I tlb'-Id (FLAT SECTION TO SLOPE BREAK) tit'-10'(SLOPED SECTIOW ti0'-11 W�'(SLOPE TO FLAT SEGTIOW I - ° °T- -T lv HORIZONTAL two )u� �� J BOND BF�art I I I I ° _ _ �d O EQ. /�EQ. � (6"MIN )� 40-1 (PooL INTERIOR) REINFI�RGENENT NOTE: �\ NET\ /��/ / \�' ' I I I I r O LL- TIE N0.4 6 ALL HORIZONTAL X��; �� I 43-d4 (1=xTBZIOR PDOL WALL) \\\ I °D j I I AR TD GAGE 12'OL. �� \CHANGE HELIGAL PILL✓ �� I I I I \\ I -♦1° _ o rt- � p d) I � 5ERIE5-%150m�PIGAu \� i I 1 I j I I Gd _ o d Ed Fd I I G ° t- Hd +a EXI5TIN5 �/15 TON BEARING I I I 1 I I I I ° 1 I I w '\UW15TURBED SOIL\ �j\GAPAOTY(MIN) l--- -- -J Imo' I ,� X -f- --I', .• 2d W I I I 1 ( I I W W ---- --- -- - -- � - _ ____ � I � r_ ----__�L___- ______-___ I I J ,,j_ _� I ° it M^•—� GRAPE BEAM RE I NFORGEMENT T❑ft❑T❑T❑z❑1❑_z_❑_z_❑T o'r 11 0 ROPOSED POOL BOND BEAM FOUNDATION PLAN ❑ o z❑z i z❑� i z a z❑1❑TLI ❑z I- ° I N �N61N,�Rr (TYPICAL OF b, BE�tM GOL rGr rHr SIMILAR) \ 1 ($OND BEAMS ARE LOCATED BELOW POOL, TAPERED WALL AND ADJACENT POOL PLATFORM) I I r-- -� I 3'-IO'W A\ I�E(1,J- 50ALE: I - I-0 I I I SCALE: 5/8" = 1'-0' i I i I I 11RITM AR%VM 6W 13FM ��P Y T. CST 0" I 1 Nam '. 4 31-6" 6-7' 3q'3'(FOOL INTERIOR) 1'-b' 11-6' 3'-IO" �O c S c ',n�`r PROP.PATIO o PROP.PATIO 0 SEE POOL PLANS BY A I I-2 JEFFREY T. 13UTLE12,P.E APPROX.EL C1.9' APPROX EL ITT TA.COPING o APPROX . rm 1 — — — OTHERS FOR DETAILS 4 �� 4h POOL FEN. u- STE"P I il PER NYS ,. . ° a SAX CODE STEP 2 _---_—- — _ z I I NOTE TO POOL CONTRACTOR: SEE�B 5EE POOL PLANS BY 1 CART b-1 U --7 II f 10' INSTALL(3)NOA BARS,OI-C,WITHIN THE POOL FOUNDATION O STEP 3 =, 8- _ --_ 8• \ W a / LOCATE OVER EA.BOND BEAM FOR POOL FND/BOND BEAM TIE POINTS OTHERS FOR DETAILS I = I POOL REINFORCEMENT= I _ 3'-Ir4" 12' P.G. FOUINDAT ON WALL STEP 4 g LOwst — 4 REBAR o 12'OG.BOTH WAYS o I POOL WALL Atm FLOOR: 12 PA55MIN W A6E) (3-o"M N BLW 6RD),TYP.REINP. O Z O - 12'x24'C.CJNTiN0005 REINF.PG.FOOTING 8-° I'-2• PROPOSED? FOOL 6R�tDE BEAM STEP 5 _ _ _ __ , iMUST REST ON YIRGW SoIU (7YPIGAU SEE DETAIL FOR DEPTH LE59 THAN 5, - USE:(4)NOA REBAR 2 LAYS V�-T t- CON5TRUGTION AND RENPORCZMENT b"Xb' CHANGE PILE GAP 6150-0465. 64 L.VE o 12'DEPTHS HS AND o � POOL TNIGKNE55 VARIES I FOR$'4hk PORTION OF FND WALL: lSl (L/ }- STEP b _ _--� , � � USE�/4 0 x 3'BOLT VI/HEX NUT BY GRANGE 6 OL.VERT.o DEPTHS TD.BLDESTONE � LND6 o EL 14D' .° �• --J .e POOL FLOOR I 6REATER THAN 5 INTERIOR WALL (2)94 BARS WERT.0 3b'O.G. Z z STET , � �-• ---� •° Q — _ —______ _ _ _ _ _ _ _ _ Q _ _ _ I I o EL t13.9 3'MIN EDGE f�IST,TYPICAL O }- (3,500 PSI MIND QI O '� Z (n STEP 2 I ____- a 1 D - I v $ PROVIDE BRICK M CLIENT) J Q- 2'-0" NATURAL sRADE 1 °LIMIT OF �� ° °^ c', I AND IN5Ti4LIL ON FND SHELLF p i N O z O STEP 3 • - I------( a EL14.25' P�1 ° POOL STRUGTU D, Q° ° J° D°� �� I ' 2'-10' ° 12 j� SEE PROPOSED P001_PROFILE < STI:f'4 I (TTII5 LOGATIOtU 4 ) ° DO o I •� I - Z In _- =r •°°• •II "" v�jD° � �D° ° Y ,�' z � �� FOR REIN.Bolin BEAM fND Q.. r- m r--- -y — s . � � D ° ° ° D° "� �- ° D° oD° ° ` ° °�'�° ° PROPOSED WIRE TIE I J DW6 NO3) z V I I IL STEP 5 a _ i NATURAL 6RADE•E_115' J ° �° D° J D D° ; . , ° ° TIE BOND Eem RBNFoRce Ew To 18 k7LL' . , ° O Q L 2-O ° ° I POOL RENFORC�NT O EX15T.6RADE o I- l -1 STEP b I--- I (WORSE GASH ° ° ( ° ° ° ° �U D° a° ° ° ° u1 SPACE ' 2 r z O - ? � D� n ° �' D° J� ' ° 1 3 TIES PER LOOP(TYP) X.EL 1105 LNDG o E_.IO.I NATURAL GRADE 0 E_10.1 / ��i_ - - — \i\/\r\/\� !\/\I?//%/\,/\�j//�.,;,/„//\//\//////////\/�j�,/�/\/j./, ,.//../i.i r�,r</i /\/,�.,i,/\r///\//�///.;\/j�j\/j .//.,, c � \j /� \ LLJ i\\ \ ./\�.�\ \��\\�..\ .. \ \ \ \\\ \. a � ° � �\ �,'\< =•t/:� '`/\`'� ';'\\/\/ \/\, /\\/\!\/` \\ ,. ./;//\///�:,'. //, //T r://///'/ /'//%%/'i ,///< -O ION., ,/,\//\/�/ ////\'//!\i./�.;, ;/,.//\�//./ rf I _ z L ;,\�\\/\/\Y r />,' \\ \/\\\i ..\\/\,\\..,..\.\\\\/\\.,\\\ \ \\` \\ \\•\\/\\/\✓\ \\<\�\/\/\\i• \\ ;/.�/\\/\\/\\/\\/ D° ") I .° �° �\ POOL FLOOR N % \ \//\�<\//,//./i. \ \ \ /i//\r/\// \ \ \ \; \ '�' '� o t1 ��11 r•� NOTE: ,\, : , \ \\'\ '"• — _ ° ° - r \ ., i N 7 PATH TO GRADE /\ \�\n\n\\i \\�\..:\/ / \i/ \ \\/\\\ /�\ //\/ii//\/ //\ .,J ° Q \ ;\//\\/�\\:' . 'f j ++- -1 L N COMPACTED SOIL,TYP. //\//.///�////; \\:\\/\ /�\i\\\ r ° �1 s!Y J \ ,/... ,/ LU fPOREGROINDJ SEE DW5 NO2 FOR \'\\/:\/ /\\'/ / \\/\%\//\\'/\\'/\\'/\<<��°� �° _ 2 _- U� / ./ /, /$` / Y -oi li sac Y r / / r % LU O 'PROPOSED POOL AREA LAYOUT-UND13t PATIO SPACE M CADWAGTION NOTES) // i�/%�/i/% !/%�/i'/i'/i- �` o ° / '\/ /\r- LL T- r `\'�\/i:ri\\i\\ii\` ':\`i/\\� J rr,+ LINpT OF i\\i i�i/\\/\\/ eta. Q (`(� IU O AND ADJACENT FOUNDATIONS /\ /\\/\\\/\\/\ ° ��n '£ ' , LL 0 /�!r. �� ° ° i D PaOL STTZUGT. • �, �;\y\��\ \�\� � I-; POOL BEDDING MATERIAL: ,;. � \\\j �/\y\ �j _\ D° �`� 11e ° 'M, JS ..J„ I° .. •I �• I °' Q' � � j� � � /4 GRAVEL-MINIMUM b \\\/\\/\/\\/\\/\\!../\ \! /\�,\., J o Do ° -Rom-=_ -• //\i %\i\/i;/, r �„� — Q� N O CHANGE HELICAL PILE BEDDING BELOW 6RADE BEAM //,i //�//\//\//i/ r��, > ,y\/\/. °� ✓k �� D° ° -6 /\ i\; /\ Cn \i\/.��\/\/\/ /\• \//.\/\//\%\ \ \. :ram\ \ >\ O O SERIES 55I50(TYPIGAU \\ //�/% // \/j///\//\/�i/,�° �o ° J o ° COLUMN I D LEG AND. INSTALL TO 15 TON BEARING <\\, INSTALL �TT/��\��,� /\ /\ /\% \/\/\:/\ \/ \\ ✓ %\ \\/\ /\\/\\/\ Q m^ O \. ✓ 11SCJ \'/%//%'/% y/%'iy/%///\\'\'//\\%'/%/:\'/%//%1&\'/%';�\� /\/\�'\//v///\/�:'\/\�\% v\//\\/\i I y/j�////i///\!j//,i-%j/j%i �j` \�/ %j\// j\//j//\/% /� W ,� SYMBOL LEGEND: CAPACITY(MIN) /\/\\ :/\ /\\//\\/ /\\\/\ \\ j\\�j %\\j% j;Y� /j Y /\\ \\j/ Y/\y/\/ j\� T\\a\\ / HE PILE AND FOUNDATION 6RID a A HELICAL PILE ASSEMBLY �t✓�\�\\\! ;\;�\ i� \\�i��\i\`i�\i\`>�\i\`i�\�\\i \;.\%\ i�\�<�/\�>\��;\\< :\\i\\/\\; �\\!\\i\� i\\; ✓\�;\/ i ; v z G DENOTES PL.GRADE BEAM W/PILE GAP ,////, i. / .� LOG: POOL HOUSE,SEE 'PROPOSED POOL HOUSE 4 CONCRETE GRADE BE \,;\, FOUNDATION',DWG No.3 AND HELICAL PILE FOOTIN6 (BELOW BEAM) (TYP,ALL Pool-/WALL PILES) O 15 TON BEARING GAPAGITY(MIN) 1 v Q •HELIGAL. 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