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Home My WebLink About40703-Z �o��UFF�I'�t�oG�,;, Town of Southold 7/1/2016 � � P.O.Box 1179 0 °' � 53095 Main Rd O'y.rj�� o�'�� Southold,New York 11971 � ` CERTIFICATE OF OCCUPANCY No: 38375 Date: 7/1/2016 THIS CERTIFIES that the building ACCESSORY Location of Property: 3800 Duck Pond Rd., Cutchogue SCTM#: 473889 SecBlock/Lot: 83.-2-17.3 Subdivision: - Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this oflfice dated 5/19/2016 pursuant to which Building Permit No. 40703 dated 5/19/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY PAVILION(COMMERCIAL)AS APPLIED FOR The certificate is issued to E&C Property Holding of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40703 06-07-2016 PLUlV�ERS CERTIFICATION DATED w , Authori d Signature ��sU�l�� TOWN OF SOUTHOLD � BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE �o�, • �rk SOUTHOLD, NY � '�oi�� 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 #: 40703 � Date: 5/19/2016 Permission is hereby granted to: � E & C Property Holding Attn: Accounting Department 158-11 Harry Van Arsdale Jr Blvd FI 3rd Flushing, fVY 11365 To: Construction of an accessory pavillion (commercial) as applied for per planning approval. Replaces BP# 38534 , At premises located at: 3800 Duck Pond Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 83.-2-17.3 Pursuant to application dated 5/19/2016 and approved by the Building Inspector. To expire on 11/18/2017. Fees: PERMIT RENEWAL $350.00 Total: $350.00 , ' g Inspector o�g�o� TOWN OF SOUTHOLD �� o,�� BUILDING DEPARTMENT � � TOWN CLERK'S OFFICE o �, � SOUTHOLD, NY y,�101 � .,�ap�,� 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#: 38534 Date: 11/27/2013 Permission is hereby granted to: . E & C Property Holding Attn: Accounting Department � 158-11 Harry Van Arsdale Jr Blvd Flushing, NY 11365 To: Construction of an accessory pavillion (commercial) as applied for per planning approval. > At premises located at: 3800 Duck Pond Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-2-17.3 Pursuant to application dated 11/15/2013 and approved by the Building Inspector. To expire on 5/29/2015. Fees: COIVIMERCIAL ACCESSORY BUII,DING OR ADDITION $700.00 CO -ACCESSORY BUILDING $50.00 ' Total: $750.00 Building Inspector �orm No.6 TOWN OF SOUTHOLD � � � � BUILDING DEPARTMENT _ TOWN HALL '' 765-1802 ' APPLICATION FOR CERTIFICATE OF OCCUPANCY � This application must be filled in by typewriter or ink and submitted to the Building Department with the following: - , A. For new building or new use: ]: Final survey ofproperty with accurate location ofall buildings, property lines,streets,and unusua] natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/]0 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate � of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. � --�B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is � denied,the Building lnspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $I 00.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $I 5.00 Date. //� `Z ��` � New Construction: � Old or Pre-existing Building: (check one) Location of Property: � ___ �,�'v'b.i9r��R-� �� '�''�� House No. Street Hamlet �y 1� � Owner or Owners of Property: � 1 1��"7 `' °�' � � Suffolk County Tax Map No 1000, Section � Block �"� Lot ��Q Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: . Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _ �II� Applicant Signature �O��pF SO(/ryol Town Hall Annex o Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 G • � roqer.richert(a�town.southold.nv.us Southold,NY 11971-0959 �' y olycoUNT'1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION �ssued To: E&C Property Holding Address: 3800 Duck Pond Road City: Cutchogue St: New York Zip: 11935 BuildingPermit#: �b�D Section: 83 Block: 2 Lot: 17.3 °� WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE cor,tractor: �BA: Northgate Electric �icense►vo: 50486-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures HID Fixtures Serwce 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel 60A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS OtherEquipment: Opell PaVIIIOCI, 2- Flag Pole Lights, 1- Photo Cell Notes: - Inspector Signature: '� - Date: June 7, 2016 z Electrical 81 Compliance Form(2).xls � o�aOF SO�Tyo � 6 � # #� �, • �o ��'Y�OUM'I,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 -SPECTION [ UNDATION 1 ST [ ] ROUCH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIOM [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: � - � G�-� � � �� DATE � � INSPECTOR ; I f' �, o , �� OF SO�lyOlo � . # # - - � • �o - ��'Y��UM'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 . � 1 NSPECTION� -� [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATIAIN [ ] FRAMING / STRAPPING [ FINAL � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPEGTION � [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION , [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .--,� � �'�� , (�C-�-°� �� i�� c� ��/'�: s v ��-��. ' � �S , �- �� ' . - /� G��,...�� s '2 + C i�A�� DATE � INSPECTOR �D� �o��OF SOUjyolo - � # - . • � • �o - - ��y�OUPIi`1,�c� � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - - INSP�ECT10111 = [ ].FOUNDATION 1 ST [ ] ROUGH PLQJMBIPIG [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING /STRa►PPING [ INAL �2.) �� [ ] FIREPL.�CE & CHIMNEY [ ] FIRE SAFETY INSPECTION = [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTi4NT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN14L) [ ] CODE VIOL ION [ ] CAULKING � ' � REMARKS: �� . DA4� �� -- /� INSPECTOI� ` � 1 -."�� o��OF SO(/Tyolo , _ '� '� _ ' . � • �Q � �� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - I�NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLllMBING [ ] FOUNDATION 2ND [ ] INSULATION � � - [ ] FRAMING / STRAPPING [ ] FINAL > � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION � [ ] FIRE EiESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEN@7'RATION [ ] ELECTRICAL (ROUGH) ��ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r�.�� f�e� — c��- DATE � � /� iiNSPECTOR`� � . - Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer r June 16, 2016 ° ��OdL� Town of Southold � Building Department JUN Z 3 2016 P.O. Box 1179 � Southold,NY 11971 BUII.Dll�1G DEPT. , T��'N OF SOUTgOLD RE: Joint Industrv Board of the Electrical Industrv Pavilion—BP No. 40703 �SCTM: 1000-83-2-17.3� To Whom It May Concern, I have performed inspections on behalf of the owner and fmd that the footings, strapping and framing are in conformance with the NYS Commercial Building Code-2010 Edition as well as the approved building plans. Please call if you should have any additional concerns,about this application. - S' erely, J ey . Butler, P.E. � o�;IY�� ' � O / ��,'t ��.� T.�BU�, 'Q'� *�� 9- ,* ��k Q � w , n , u I � m � . � ` � 2��pA 07349"' P�A2 qOFESS�o� �. � t o • � ^ �i ` � � �: � r — — --- -- ��1�� i �� c� `� �� ,�J � 1 • � �,,, / -�, � � 1 �� 1 � _ �� _ __ �� _ -�- � _ ►�....� //.c�� . � . . , . . � � .�� _�'�� __...�_ _`�1� _,/ - .L.��:.�� . _ ....`:� � � � �� • _ � _ • r �� ::� � _ _ � . _ _ - � -- � �- _ � � �• � _ � t � �� !s�i�.r�7��'rJ� � ' � s_ ��_1: , - �, �,� • / ,' .�.:I .�� `i�;...' � _� . �,. �/a c: j �� :i� r .1�/ ��> ; �;�� J�- _ - � � � � ��t�� 1 /I / / . � -��:/j��.-� - -:�_�. �., _ _�_ .��___�.'� , ,. - , ;,- - .�� ,, �� s ,� � , . ;� � , � �.� �; �� .��.- . - �:� ' -' �� . . : � � ��- ��•' ../ � ,� �.� .f u:�� .iri .� . Q � - / 1 1 � � � - • > � ♦ • .Q�, / .1 �� I .M 1 �.� l J / �,�: � �- �.f�a;. _.� ��+._� � ea. .�.,� . ��.,..:.I 3��,■-r.: �, � � � ., '" '.-.__. ' - . . �.��-�-,� �' �r:� �� . .. .._ _. -� -.--_---•--� ��.- .r�is�z-""'_a�t:..�.-.c►._.�.�—_-.�w.i�:�v1Ji�[lL�tt�►a�i'-�.�i _. r .* � s Rc> I � _ r . � I r • , • 1 . ► � � ,� �li,�� _!i 1.� .' f.. � � , , � , t � �— , �f� i :�\` • � � �i f�� i 1 r x� � " � � � - � � � "�� r i .f�� _.!yI��I� ' ,.,, . � � , � . 1 � �. � ;� � : _ .. - :�, TOWN OF SOUTHOLD � BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT , Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 _ 4 sets of Building Plans TEL: (631) 765-1802 ' Planning Board approval FAX: (631) 765-9502 �;��'�,J� Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees � � (�` � � � � C.O.Application V Flood Permit Examined I � ,20 �� Single&Separate � APR 2 3 201� Storm-Water Assessment Form �( ontact: Approved �� ,20� BLDG DEPT. Mail to: TOWN OF ��7—r�,"l Disapproved a/c �'z� V�' ' 7a PG+�i�lit!/N �� "�SZ� �Phone: Expiration ,20 C�LQQ �` rJ(f.� � s ildin spector APPLICATION FOR. Date 2a L� , 20� � INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schetlule. b. Plot plan showing]ocation of lot and of buildings on peemises, relationship to adjoining premises or public streets or areas, and waterways. � c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the worl<. e.No building shall be occupied or used in whole or in part for any'purpose what so ever until the Building Inspector issues a Certificate of Occupancy. £ Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or otlier regulations affecting t11e property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the pennit for an addition six months.Thereafter,a new'permit shall be required. 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, Suffoll<County,New Yorl<, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or 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 for necessary inspections. (Sign�ture of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, ei�gineer, general coiltractor, electrician,plumber or builder Name of owner of premises � � �-' �� , ��, (As on the t � oll or latest de�i� ) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. , Other Trade's License No. 1. Location of land on which roposed work will be do e: � �" ` � House Number , Street � , Hamlet ' =�_. � . - County Tax Map No. 1000 Section ��J Blocl< �''�r�'�.''.�'� ` �� Lot �� ° � . ;.., ',� , , , .�. . Subdivisiotl Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �Inll l (� , b. Intended use and occupancy .- �/�`�( 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work n'� (Description) 4. Estimated Cost � i-'�� Fee (To be paid on filing this applicatior�) 5. If dwelling, number of dwelling units � ��r�t�N�.�iizbei of dwelling units on each floor � If garage, number of cars ,�` �� v a�d—s 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7� Dimensions of existing structures, if any: Front Rear, ' ' ' ` ,Depth Height Number of Stories Dimensions of same structure with alterations or additions: Fr.ont Rear Depth Height Number of Stories � Dimensions of entire�ew construction: Front �J� r __+Rear �(�l Depth � f Height �2 Number of Stories �� 9. Size of lot: Front �-1`�l 0�2� Rear �2``��"J • �,2 Depth �,�� ° �7 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ��" l �-G 12. Does proposed construction violate any zoning law, ordinance or regulation? Y�S NO � 13. Will lot be re-graded? YES NO iJ Will excess fill be removed from premises? YES _NO� 14. Names of Owner of premises Address Phone No. Name of Architect-�•��'�� °� - Address ��a �"��'� Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a fi•eshwater wetland? *YES NO �` IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? �` YES_ ,NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. _ 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF �t�-�-�Ik) `�.�� (, ��2-- being duly sworn, deposes and says that(s h�e is the applicant (Name of individual signing contract) above named, (S He 's the ��'� �l�l� (Coutractor, Agent, Corporate Oificer, etc.) of said owiler or owners, and is duly authorized to perform or have performed the said worl:and to malce and file tllis application; that all statements coutained in this application are true to the best of his I:nowledge and belief; and that the work will be performed in the manner set forth in the application filed thecewith. Sworn to before me this 23�-d` dayof l�o�� 1 2013 . �- �G� GINA A.LOCKE � — "do.0-i-�o8057960 Notary Public t�omry a�nuo,State of New York S ignature of Applicant QuaHfied I�Suffolk County ,W1y Commisslon Exptres 04l30/20�5 � - �� FOR 1NTERNA�. USE ONLI( _ . � N US� DETERM�NATION - SITE P LA _ Initial Determination � , � 3 I �= � '�= . ,�.. Date Sent:__ — . Date: �-f �_– � � Project Name: � � I�ieO� �D�� Project Address: . _ _ _1�Zoning District: � �� , . St�f�olk County Tax Map No.:1000 �� . - . . . S , ` �a �^ Requesf: , � (Note: Copy of Buiiding Permit App Iication and suppor��ng documentation a�to proposed use or uses should be submitted.) �/ �� — . Initial Deterrriina#ion as to whether use is permitted: //S� Gfz �r�-/� �i .r s ��[ �� Initial Detert�ination as to whether site plan..is required: .� _ Signature of B ns � ,. �� p�anning Department (P.D.) Referral: `��` � � Date of Comment:_�----� P.D. Date Received:= -- � - Comments: Signa#ure of Planning Dept.-Sfaff Revi�wer Final �e�e�'�inafiion , . Date: �=— Decision: �innat�irP nf Riiilclina In�nPct�r . , , �• � � ,�- .. . � - . V !o�� . . ( � � � `� FOR INTERNAL USE ONLY � � �r� � � . � SITE PLA� USE DETER�I[�NATION - _ Initial De�ermination r 3 � �3 � � 3 �3 • �.. Date Sent: � f � � _. Date: c��______� � — � - --� -- � lJ� `�10�/ -I' Project Name: � `� �� - � . � I project Address: - • �Oi1��1G:Q-��-U�' '1 1 �i' Ma No.:1000- -�1�zonin Dist '�f�_c�.��''�� • St�ffotk Enunty Tax p � � - _ Requ�esf: s � ` �a v� � • . (Note: Copy of Buildir�g Pet�►i#Ap�lication and supporting documentation�a�to �proposed use or uses should be submitted ) . �er�� . Ini#ial Determination as ta whether use is permitEed: ""� �� 'tiai Determination as to whether site plan.is required: ,�/�P �/1 -� � �� lni . Signature of B i - ns � , � p��nning Depar#ment (P.D.) Refe�ral: - � � _ Date of Comment: � 1=--�- � #�.D,flate Received: � I � � 13 _ � � ��- � �.� - omments: �� - � S i� � f if �� P� t� Ni � Signa#ure ofi Pianning Dept.�Sfaff Revi�wer � � Pin�l �e��mina�ion � . . Dafie: I � � Oecision: � i . . 1 � . � . - ; FORM NO. 3 • NOTICE OF DISAPPROVAL DATE: May 13, 201� TO: Jef&ey Butler(E&C Property Holdings) 206 Lincoln Street _ Riverhead, NY 11901 , Please take notice that your application dated Apri119, 2013 For pernut to construct an accessor�pavilion at ' � Location of property 3800 Duck Pond Road. Cutchog_ue County T�Map No. 1000- Section 83 Block 2 Lot 17.3 Is returned herewith and disapproved on the following grounds: The proposed construction rec�uires site plan approval from the Southold Town Planning Board. - You may apply to this agency directl� � Authorized Signature CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. .�'�' � ' , �� . � , MAILING ADDR.ESS: PLANNIlVG BOAR,D MEMBERS 0� S�� P.O.Box 1179 DONALD J.WILCENSHI �0�� rlyOlO Southold,NY 11971 Chair � � OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY y �c G Q 54375 State Route 25 JAMES H.RICH III � � Q MARTIN H.SIDOR O � (cor.Main Rd. &Youngs Ave.) I�cQU�� Southold, NY Telephone: 631 765-1938 Fax:631 765-3136 PLANNiNG BOARD OFFICE TOWN,OF SOUTHOLD ,' _ ' � � � i,'7 ,' � �, � �-.-� t )� �� ---�,; , November 5, 2013 �' �� `g 2013 !� J�� ;�f"�� 81DG Orf;j..•.•--�_�� Mr. Jeffrey Butler, P.E. —�_roG��,oFs��,_,,� j 206 Lincoln Street ��-�:�,'_n_`� Riverhead, NY 11901 , Re: Approval: Amended Site Plan for the Joint Industry Board�of the Electrical Industry Pavilion � Located at 3800 Duck.Pond Road, ±450' n/e/o Duck Pond Road &Vista Place, Cutchogue SCTM#1000-83-2-17.3 Zoning District: RR Dear Mr. Butler: The following resolutions were adopted at a meeting of the Southold Town Planning Board on November 4, 2013: WHEREAS,this amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue; and , WHEREAS, on July 18, 2013, the agent for the applicant, Jeffrey Butler, submitted an application for site plan review; and WHEREAS, on August 19, 2013, the Pla�r�ing Board accepted the application for review; and WHEREAS, on August 21, 2013, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the apptication to the required agencies for their comments; and� WHEREAS, on August 22, 2013, the Southold Town Architectural Review Committee reviewed the proposed project and approved of its design as submitted; and WHEREAS, this application�proposes less than 5,000 square feet of new or renovated floor area and is therefore exempt from review by the Suffolk County Planning Commission (SCPC); and . �, , , , - �. i . _ , � a , � Joint Industry Board Pavilion Page Two November 5, 2013 WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) 6 NYCRR, Part 617.5, has determined that the proposed action , is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (7) "construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use . controls, but not radio communication or microwave transmission facilities", therefore, not subject to SEQRA review; and .,�, t�,� '�C�� WHEREAS, the So�thold Town Planning Board, pursuant to Southold �"own Code §280-131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public. � health, safety or general welfare, and will not have the effect of nullifying #he intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because there is no need to provide for parking - the proposed pavilion is for the use of the guests of the hotel on site and will not be open to the public. Fifty-five parking stalls including three (3) ADA exist on site; and WHEREAS, or� September 20, 2013, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; ! and � j WHEREAS, on September 20, 2013, the Cutchogue Fire District determined there was adeq�ate fire protec#ion #or the site and all necessary equipment and apparatus will be � able to safely maneuver on site; and � WHEREAS, on September 24, 2013, the Southold Town Engineer reviewed the above- referenced application and determined that the Storm Water Management Control Plan � meets the minirnum requirements of Chapter 236 for Storm Water Management; and 1r'VHER�AS, on October 7, 2093, a public hearing was held and closed; and ! WHEREAS, as stated on the public hearing record by Jeffrey T. Butler, agent, the open � air structure wi11 be used in conjunction with the�existing uses on site including the � swimming pool area #or sitting outdoors in the shade and will not increase the number of ! the people #hat visit the site; and ; . i WHEREAS, on October 18, 2013, the Town of Southold LWRP Coordinator reviewed � the above-referenced project and has recommended the proposed project be found i consistent with Sou#hold Town LWRP policies; and � � U�IHEREAS, on October 25, 2013, the Southold Town Chief 8uilding Inspector reviewed ( and certified the proposed pavilion as a permitted use in the Resort Residential Zor�ing � District; and , � � i � � / � , , � . Joint Industrv Board Pavilion Paqe Three November 5, 2013 WHEREAS, on November 4, 2013, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280—Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; a�d be it further RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "Joint Industry Board of the Electrical Industry", dated April 16, 2013, last revised July 10, 2013, prepared by Jeffrey T. Butler, P.E., and authorizes the Chairman to endorse the site plan consisting of finro (2) pages: 1. Page 1 of 2 , 2. Page 2 of 2 Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen (18) months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. � 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and , issue a final site inspection approval letter. Should the site be found not in j conformance with the Approved Site Plan, no Certificate of Occupancy rt�ay I be issued unless the Rlanning Board approves the changes to the plan. I � j , , r i ' �, Joint Industrv Board Pavilion Pa e Four November 5. 2013 Enclosed please find a copy of the site plan which has been endorsed by the Chairman. If you have any questions regarding the above, please contact this office. Very truly yours, `'`��.��?��, Donald J.-Wilcenski Chairman � Encl. cc: Building Dept. Office of the Town Engineering Inspector � IVIAII.ING ADDRESS: PLANNING BOARD MEMBERS _``�0� s�(/�'y P.O. Box 1179 DONALD J.WILCENSKI �Q�v ��O Southold,NY 11971 Chair � � OFFICE LOCATION: WILLIAM J.CR,EMERS va � Town Hall Annex PIERCE RAFFERTY � � �p� 54375 State Route 25 MARTIN H.SIDOR, �l�f'COU�y�� (cor.M South dYlo`u�ngs-AveJ Telephone: 631 765-1938 � , www.southoldtownny.gov -._ PLANNING BOARD OFFICE TOWN OF SOUTHOLD � 1�� 38 5 3 z}- ----� -------- �.,-� ,� ,,,, � ;, �,,,� , , , �; ��-�. , �� ,, Ii„ (�� _ E � �,i� April 24, 2015 i� �! �� APR 2 3 2015 �` I . _� E Vito Mundo, Es �------ ' p• f?i_UG GEPf Joint Industry Board of the Electrical Industry `��.t;��,,��r;f;��>>.�; __ 158-11 Harry Van Arsdale Jr. Avenue Flushing, NY 11365 Re: Approval: Amended Site Plan for the Joint Industry Board of the Electrical Industry Pavilion Located at 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road &Vista Place, Cutchogue SCTM#1000-83-2-17.3 Zoning District: RR Dear Mr. Mundo: � The Site Plan Approval granted by the Southold Town Planning Board on November 4, 2013 will expire on May'4, 2015 (resolution attached). If the work on the site has been completed, please submit a request for a final site inspection. If the work has not been completed, please submit your request for an Extension of Site Plan Approval for consideration by the Planning Board, to include the reason why an extension is necessary. If you have any questions regarding this matter, you may contact our office. Very truly yours, :�� - ,�c��, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector Jeffrey Butler, P.E. MAILING ADDRESS: PLANNING BOARD MEMBERS _`` OF SO(/�' P.O• Box 1179 DONALD J.WILCENSHI ��Vv� yOl� Southold, NY 11971 Chair � OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G � � 54375 State Route 25 MARTIN H.SIDOR �l�/coUp�'�� (cor. M SoR h&Yo�ungs Ave.) IV1� Telephone: 631 765-1938 � www.southoldtownuy.gov PLANNING SOARD OFFICE TOWN OF SOUTHOLD � o GC��D� D . June 30, 2016 � JU� 3 0 2016 BLJILI�ING D�PT. Mr. Jeffrey Butler TOWllv11 OF SOVTHULD 206 Lincoln Street - Riverhead, NY 11901 _ . • Re: Approved Site Plan for Joint Industry Board of the Electrical Industry 3800 Duck Pond Road, Cutchogue SCTM#1000-83-2-17.3 . Dear Mr. Butler: The Planning Board has found that the requirements of the above-referenced Site Plan and the one (1) item required in the June 22, 2016 Planning Board letter have been completed. The site is now in conformance with the Site Plan entitled "Joint Industry Board of the Electrical Industry", dated April 16, 2013, last revised July 10, 2013, prepared by Jeffrey T. Butler, P.E. This letter does not condone any changes from the approved Site Plan and from approvals � permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. � Please, if you have any questions regarding this site plan or its process, do not hesitate to � call this office at 631-765-1938. � Very truly yours, . ' _ `wC��`�� Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector � ; � i � � �"�� `�'�� a�� - ��- �� - ��,�� -a��a� i � � �x S1�IIPP�' - �torm �ilFater Pol�ution Preven�ion Plar� d�ssessment �orrn I I �1 . I GENERAL INFORMATION: (All Requested Information is Required for a Complete Application� � LICANT NAME- Owner- ent•Cons nt-Ctopn�tractor or Qthw(Circle One) Prope OWNER:([f DlHerent than AppRcant�j�� ' � `�' '`rC� H.iY�^ lw�� A dressy��-y��, 9, � n� • 'L�'ec{� �V�-+ �f%� IZ�� ,S �� 9' Address: ! ' Telephone�:� sn�p �� Fax�t: Telephone� �� o,ry,,,,,,ti Fax#: I . �ca �«cv E-Ma�: /'��i{�� 1—� � r �A,,n� E-MaiL I �f ,L�'�ii �}r ! � P�operty Addresa: � c.l,! M7i�1■� Brief Dsscription of Conet:uction A.ctiviry,Proposed Structu�al BMPs,So�1 � : (d`�'z Ct�p'�'� S.0 7.M.�': �ppp � �.� S�ba6ra6on BMPs,Pmject Scope and/or Sequencc of Construction 1�cxivity ; DStrkf Seetion BbeN Cot IProvide PdCTinnal Pegey av Neeclm) � � Name of Conhactor andfor Con1aU Person Reeponsble for Implemen�tion of SWPpP: � ' x�� '?_ �_�`--�- -�---- ; '� �d�: -�'----��_i��t.___��.�� ; � fi�..� ,�p� ,/�;� i Telephone#: Fau#: �8,�/�, �.�ls��" �` �Lv/'r� ' i E-�E87: - - _J��. ...�.�.,�_�.r .l..S� ...._.._...�_�— i �^ � � � .� E-- .��_________ _ __ I. t�lam ot Persons Re3ponsible for Insiallation 8 Maintenance o1 Eroelon Control Practice: �, i " --- — ...�_,�_ tv�-t �n�1 --G�-- -�- --��,y�/�-�-�y� �-y-/�- -�--j�-j-y-�e_�,p_�'__ Address: --•-- -- -- — --1(JE!"(!_'_✓•.�r`�_�/�___ � ---� -�=-F Telaptwrw#: - Fax#: --------------------------_----_..________.._.. i E-tdail: I ------------------------ � ----------------'-�__ t { i I --------------------------------_.,._.______�.-- To�al Area ot NI (/ Total Acea of Land Cleanng , �n' � ProJecl Parcels: �� andlor Ground Disturbance , C.V • ' ' /��.� -------------------------------______ � � (5 F lAaes) (5 F lAoac) __,.."'_ � ProjectDuraHon_ SL�rt End ..._________.._-----' � � __-_,...____..,_._...__,„_...____..___.____ ' (Mficipated) "�j°�>P/��yyq�J Date: �n� Dale. • �W w..� --; GP � I � ---____•_------_._..----- (tJumeardComdoroep� --. �. .. .�.•....__.---'----"-- Will thEs ProJect Disturbe five(5)or iNore Acres et '�P ��y ' ' k ! . AnyOneTimeDuringtheProposedDevelopmerrt? YOes No -""�---"""--'�-' '� TN VM` _ _ S f IfYES:PIeaseMswertl�eFollowingl _.._.__,.._....._.._._..,_..,_.�___M.. .. ,. _ ....__-,-------- � a. Does the Applicant have a Quallfied Inspector On 0 0 ' Staff To Conduct the Required inspections? Yes No � b_ Does the SWPPP fndicate How Frequently the Site � Q List the NAMES ar descripGon of all Potentialty Impatted Walerbodies andlor Wetlande: '• Inspections wift Occur and for What Period of Time 7 Yes No i- ---------------------._�.---------------•-----.�_---•-- ' • c. Does the SWPPP Adequately Identrfy AI!Temporary C] [� j andlorPermanentSoilSfabalfzaGonMeasures? Yes No --------"-----"-"--------�-"-`�---."'..""-----_��.�--- ' � d_ DoestheSWPPPAdec�uatetylden�ifyaCompleta 0 � "'---"-�---"-'-------------�--______.-_--_--------- � Projecf f'hasing Plan? Yes �o Slatus oi[mpacted Waterbody:{eg_TMOL,303(d)Cisted,lmpaired_) I e. Dces Ihe SWPPP Indi�ate Addibonai Site Spec'�f+c � � � PraGlces that Will be Utilized to Protect Water Quality 1 Yes No � ---- --------•------- ------ � f. Has the Appiicant Submitted a Completed DEC Notice �-----``---�-�--�'""" " �- i 7ype of bnpeeted Waterbody.(eg.Lake,Creek,Bey,Pond,Sound,Freshwater Wetland..) Of lnEent and SWPPP Accepiance Fortn for Review Q � bytheTownoiSouthold7 Yes No -- • • ------- -------��9�1�-�3:-��¢-a--•------------------ � S1't1'1'E OF NEW YORK, � �O ��u �P I- COUN7'Y OF...........................................SS fVo.0��U6185050 � L�u�i6fo�d in Suf�ol&t�otanty � � `�/,�� ,'�- Com�issi�� r� � � ( 1'hat I,....--•.._.._..•-•�.-••...............•--.._..._..---••-----.......-•--•being duly swom,deposes and says �a ��5�is��ap�ltc,a�t-for Permit, � (Name o(individual aign�ng Document) I . Andthat he/she is the ......................}.�....�.,....�� .... .....................................................•---• F {o�ip�fe�'�b'r',tia�a9«a,corp�oa'o'Ka;eicj' . - Owner and/or repxese�ntative of the Ownez or Owners,and is dply authorized to pezform or have perfocmed the sa�d work and to � � make and file this application;that all state�ents contained in this application are hue to the best of ius knowledge and belief;and � � that the work will be performed in the mannei�set forth in the application filed herewith. j Swom to before me this; � � . ..sz�.�.�.�'l.._-•-----d�y of...� ` ( ...._.._._..- - .---. .. ..--�-----------------_..,�.13 � Notuy PuUlic: .�.-�../"`.P.. �-•- �('� ' i --•--._. ..... .....��""..."''�-------------- -................._.__....._..........�'i......._.._.... _. .._... ; �s��a��e�rn�,�� t � SWPPP Assessment FORM: 03-12 � ; � I � I �� j ��2� � � � � �o��OF SQ�/ryo! ; o ' Town Hall Annex � � Telephone(631)765-1802 54375 Main Road y � (631)765-95 � � P.O.Box I179 . G Q roQer•richert��O`wn.soutt�oQ�d.nv us 1 Soutbold,NSC 1197I-0959 '� � ,.� � ��UNC'I,�� ` ' , . . . . , BUILDI�iG DEPARTMENT . ' TUWN OF SOUTHOLD i` . 7 A�PLICATION FOR ELECTRlCAL lNSPECTiQN ' � I . , - REQUESTED BY: L,��,�,�,�5,��N,� Date: � z ��t� Compa�y Name: � � L - - - i Name: � �� _ �- Li+cense No.: �p ��p _ �� Address: (o-� ��.�o-� 1�vt�rCl�v -N S,c�. � , ' Phone No.: (�?j� 2'�-� _ Z?�C-2 - JOBSITE INFORMATION: (*Indicafies required information) *Name: S A�NrCb'CZ-�Ov l ��r-'So � ' *Address: 3F�00 b vC.�L. �i�,�� ;�. 0\c13`J� �' . A *Cross Street: S� ��„ - � �Phone No.: (y z�t �- � O - , - � Permit No.: E,�'�� Tax�Map District: 4000 . Sec#ion:��_ Block:�_ Lo#: ��;. � *BRlEF DESCRlPTiON OF WORK(Please Print Cleariy) c�,� ��,� -�.�.5 � � Q� lu .�v � l b �..o �� _ �. 4's � - tPiease Circle A11 �'hat Apply) � *Is job ready for inspec�ion: �/ NO Rough In Final '�Do�you need a Temp Certifcate: YES! NO - - � � Temp Information{If�needed) • � �`Service Size: 1 Phase 3Phase �00 154 20Q 300 350 400 Other *New Service: Re-connect Underground Number of Me#ers Change of Service Overhead f�dditionai !n€ormation: - � PAYMENT DUE WITH APPUCATION � ��S, ,� .82=Request for fnspecfion Form �� O o 4j� � , , �'�a--'I � �� 31!765-1802x5028 SOUTHOLD TOWN FIRE INSPECTOR �obe�t.fisher@town.southold.ny.us Page � � �� NOTES �� ESTABLISHMENT�� , 101J �Q,VI S�b�� -Z`' i7-3 DATE COMMENT _d�_�� :� � � �- � ,4� �' _ � � `�� ( � � �� FireNotes Butler Engineering 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: ^(631) 727-8033 o L�C�L�pb _ . L� , D Memorandum �.�� 3 20�6 , B�Dll�TG DEp1+ DATE: June 20, 2016 T�R'NOFsp�•$07,� TO: Building Department FROM: Jeffrey T. Butler, P.E. SENT VIA: Mail RE: Joint Industry Board of the Electrical Industry Pavilion(BP 40703) Enclosed please find the Construction Certification Letter. You should receive fmal approval from Planning this week. Thank you, Jeff Butler SUfi�Y�Y O� �'i�0�'��?TY �y 51TU�'T�: GUTGHOGUE ; � (� �; L i�� iT1 O^O � TOW�I: �OUTHOLD ��----��-�--�--� � � � �� SUF�OLK GOUI�I"f1', i�lY �� i� i_ � ' N DEC - 1 20i4 � � ,�� ,�� A5 BUIL7 SURV�Y 04-II-2012 _____� �� ,g°�� W E PAVILION LOG. I I-26-2014 F,;_��i, f�.�L (,� / �f �g� SU��OLK GOUNTY TAX # TC'';�";0�=;;'�'JT.�nI� r,�p / ' ��`�,� 1000 - 83 - 2 - 1�1.3 �V / �Q S � �� \ �o v�'y�e{4 � � '�� s�� ' \ '` �O'' ��^ � \ � `� �` . / / ``�• ° �9he�e� f'1� /� /Q/ ��q�io � y � o � I�� / a/o `\`� ��`q �� .+ / . � � ., . �� .�0 � �'�. ��.� . . O� ��°'r� � ��3% ��' o� �\o�o� � � ` �� C ,�- � I, �� `�`. � ^ / ti � . �" � �� , . � 0� �`. � � . .\ � �q� �,�,o��` •. �� . ' / ��` ��C�� + \\`� LP ,'�'' ��'��{�\� `�� ,�� , ��..P' �a(� LP �� w i'� ��yq � �a9� �*, � �� \\ LP O T �,� GJ�(��{ \\ Y o ��(��`S ,o � ¢ \ � O • G T�� ► O � o�� \a� ��r o � o s � ��\� ¢ ¢ � a �� ,�pF- ¢ ��C H H `` ' . � � � ` ' �G� �� agphalt �tran5former �p ' O o /o �� i�' S�/ � O � /o� �o/ � \ �e. LP�� ' q�9� � � > > � p� o p � . � � ,' �/y�jo o �� O � � \ �� "'�'rii o., ,,,i r p �� / \'� a\� O �o` \\ � `1 ��, Sp o••, � / ° � Q a �, GONG genera�or � LP , c1 �` � � �+ ' qjr�i+ � '" �o � Qoo O o� `� �X 1 X� � �,, ��y eS��J '¢- �o \ 1� /° 1 �, I 1�I 6"� \ �' 7��0 sg' i'/ � o �-�2--�`�\` o � O / pN � � x �� 6 �i s "Y��,oir` � ��'� --_ \ I �O � o� � i x�6�N�\\ ,� � �� ,(�S �%� �� .\1""' `-'\ � O � \t�i � 1 � � `�� `� � ��, O�i CO ,�� -•��'- _`' `.� o O \ y�d � i � � �� .' ,� L�J � i .'.' _-•�'� `. . \ � p � �'�' � f � � `� �� i i . �' �. ` °'_-o � � i � � � � � � . . , . � o F< i � � � � ' � � ' � � , . . � \ � � i i � � �. o � � �� ` �,� �\ �� i i i � . 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TNE IN✓ESTICsATiON OF LOW-STRENCsTH TE9T RE9ULT� SEGTICN 1901 - D�TAILS OF REINFORCEM�NT SECTION 1901,1,2 PR�CAST CONCR�TE (MANUFACTLIRED UNDER PLANT CONTROL CONDITIONS). TN= 22.6.�.2 - Reinforcement shall be provtded as fol(ows: SNALL SE IN ACCORDANC� WITN TH= PROV1510NS OF SECTION 1905.6.5.1 tNROl1GH SECTION MINIMUM GONGR�tE COvER FOR REINFORC�M�NT IN PREGAS7 CONCRE7� MANUFACTURED UND�R la) Yertical reinforcement oF et least 0.20 square inch 1129 mm2 ) tn cross-sectional =c�TI�N__1905.1 CsENERAL. T�IE RE�UIRED STREN�TH AND DURABILITY OF CONGRETE SHALL BE 1905.6.5.5. SECTI_QN 1901.1 HODKS. STANDARD HOOKS ON REINFORGINCs BARS USED IN CCN�RETE .�'.ONSTRUCTION PLANT CONTROL CONDITIONS SNALL COMPLY UJITN ACI 318, SECtION �.1.2, area shall be provided continuously from support to support at each corner, at each afde � , SHALL CGMPLY WItN AG 318, SE(".tiJN l.l. of each opening snd at the ends of walls, the continuous verttc8l bar requfred besfde an CETERMINEC BY COMPLIANGE WI7N 7N� PROPORTIONING, tE„TIN,s, MIXING AND PLACING- SEGTION 1901,�.3 PRcSTRESSED CONCRETE. TNE MINIMUM CONCRETE COVER FOR REINFORCEMENT opening ts permitted to substftute for one of the two No. 5 bars requtred by 22.6.h.5, pRDYi510NS OF SEGTIDN 1905.1.1 TNROUCsu SECTION 1905.13. SECTION 1905.6,5.1 PRECAUTICN. 1= ANY STRENGTN TEST ISEE SECTION 1905,6.2.4) OF LABORATORY- CURED GYLINpEf25 FALLS �ELOW TNE 6PECIFIEp VALUE OF F�C BY MORE 7F�AN 500 P51 13.45 MPA) $�G��19�`i�.2 MINIMUM BENp DIAMETER6. MINIMUM REINFCRCEMENT B=N� DIAMET�RS UTILIZED IN IN PR�STRE56Ep GONCRETE SNALL COMPLI' WITN ACI 318, SECTION 1.�.3, lb) �lorizontal reinforcement at least 0.20 square inch 1129 mm2 � in cross-secttonal SE�T!oN I°05.I.I STRE1�CsTH, GONCRETE SNALL 8� PROPORTICNED TD PROVIDE AN AVERAGE (SEE SECTION 190b,6.3.3, ITEM 2J, O� 1= TESTS OF F!ELD-CURED GYLINDERS iNDICATE DEFICIENGfES IN CCNGRETE CCNSTRUCTION SHALL COMPLI' U11TN ,4CI 3I8, SECT!ON 7.2. area ehall be provided: COMPRE551VE STREN�STN A5 PRE5�R16ED IN 5EG710N 1905.3, A5 WELL A5 SATISFY THE DURABILI7Y Pi20TEGTION ANp GURfNC� (5EE SECTION 1905.6,4.4), 5TEP8 SNALL E3E TAKEN TD A85URE TNAT TNE SEGTION 19C1.1.4 BUNDLED BARS. TN� MINIMUM GONCRETE COYER FOR BUNDLED BARS SNALL Gonttnuously at structurally connected roof and floor levels and at the top of walls: CRITERIA OF SECTION 1904. GONGRETE SNALL SE PRODUC�D TD MINIMIZE FRE�UENCY OF STR�NCxTNS LOAD-CARRYIN:� GAPAGTY GF TI�E STRUCTURE 19 NOT JEOPARDIZE�D, �E�TQ1�19013 BENDINCs. TNE BENDINC� OF REIfi�ORCEMENT SHALL COMPLY WITH SECTION 1901,3.1 AND GOMPL� WITN ACI 318, SECTION "I.1,4, At the bottom of load-bearing walls or in th� top of foundatfons where doweled to the BELOW F'C A5 PRESCRIBED IN SEGTICN 1905.6.3.3. FOR GONGRETE D�51CsNED AND GbNSTRUGTED IN SECTIOu 19GZ.3.2, walL• and ACCORDANCE WITN THIS GNAPTER, F'C SNAL� NOT BE �ES9 TNAN 2,500 P51 111.22 MPA). SECTION 1905.6.5.2 COR� T�STS. Ir TN_ LIK�LINDOD OF LOIU-STRcN!sTN CONCRETE IS CONFfRMED S�CTION 19G�.1.5 GORR051VE ENYIRONMENTS. IN CORROSIYE ENVIRONMENTS GR OTNER SEvER� At a maxtmum apacing of 120 inches (3048 mmJ. AND GALGULATIONS INpIGATE TNAT LOAD-CARRYING GAPAGTY 15 51CsNIFICANTLY REDl1GED, SEGTIOK 1901.3J COLD BENDING. REINFORCEME�T SNALL BE B�NT GOLD, UNLESS CTNERUJISE EXP05URE CONDITIONS, THE AMOUNT OF GONGR�TE PROTEGTIDN SNALL BE SLIITABLY INGR�AS�p, Reinforcement at the top and bottom of openings, where used in determining the 9ECTIpN 1905.1,2 CY�INDER TE575. RE�UIREMENTS FOR F�C 6NALL BE �A9�D ON TESTS OF CYLINDERS TE5T5 OF CORES DRILLED FROM TN� AREA IN �LIESTIDN IN ACCORDANCE WITN ASTM C d2 15 PERMIT7ED 87 THE RECsISTERED DESIC�N PRO�ESSIDR�AL, AHD THE D�NS�NESS AND NONPOROSITY OF TNE PROTECTING CONCRETE SNALL BE CCNSIDERED, maxtmum spacing specified in Item 3 above, shall be continuous fn the wall. M�DE AND TESTED A5 PRESCRIBED IN SECTION 1905.6.3, pERMi1'7ED. IN SUGN CASES, 7NR�= CORES SNALL �E TAKEN FOR �ACI� S7RENCsTN tEST MORE TNAN OR OTNER PROTECTION SNALL PE PROVIDED. 1908.1.1� ACI 318, Section 22.10. 500 PSI (3.45 MPA) BELOW THE SPE�IFIED vALUE OF F'C. SECTIOK I�O1.3.2 EMBEDDED REINFORGEMENT. REINFORCEMENT PARTIALLY EMBEDD�D IN CONCRETE Delete AGI 318, Section 22.10, and replace with the following: SE�TiON 1905.1.3 BASIS OF F'C. UNL�55 C7NERWISE SPEGfFIED, �C SNALL BE BASED ON 28-DA7 SNALL NOT SE FIELD B�N7, EXCEPt A5 S�IOWN ON ?NE COK5tRl1CtION DOCl1MENT5 CR PERMITt�D �Y SECTION 1901.1.6 FUtURE �X7ENSfONS. EXPOSED REINFORCEMENT, INSERTS AND PLA7E5 IN7ENDED 22.10 - Platn concrete tn structures sssigned to Setamic Design Cstegory G, D, � or �. TESTS. IF O7�IER TNAN 28 DAYS, TEST AGE �OR F'G SNALL SE AS INDIGA7ED IN CONSTRIJCTION SEGTIOt� 19bb.6.b.3 CONDITION OF COR=_S. IF CONCRETE IN THE STRUCTURE U11LL BE DRY UNDER TNE RECsISTERED DESIGN FROFESSIONAL. �OR BONDINCs WITH FUTURE EXTENSIONS SNALL BE PROTEGTED FROM GCRROSION. 22.10.1 - Structurea assigned to 5efsmic Oesign Gategory G, O, E or F shall not have DOCLIMEN'S. SERYICE CONDITIONS, CORES SHALL SE AIR pRIEp At TEMPtRATUf2E5 BETWEEN 60 F ll6 C) AND elements of structural platn concrete, except as follows: 80 F l2l C) AND RELATIVE NUMIDITY LESS TNAN 60 PERCcNT FD� SEYEN DAYS BEFORE TESTINC� �T� I�Q1�4 SURFACE CONDITIONS OF REINFORGEMENT. THE SURFACc GONDITIONS OF SECTION 19Gl.l.l �IR= FROTECTION. WNEN THIS CODE REQUIRES A THIGKNESS OF COVER FOR FIRE Structural plafn concrete basement, foundatfon or other walls below the baoe are SECTIDN 1905.1.4 LIGNTWEICsI�T ACsCsRECsATE CONCRETE. WNERE DE51CsN CRITERIA IN ACI 318, SEGTION AND SNALL BE TE�TED DR7. IF GONGRETE IN TNE STRUGTU2E WILL BE MORE TNAN SUPERFIGIALLY WET REINFORGEMENT SNALL COMPLY WITN THE PRDYISIONS GF SECTIDN 190 i1.4.1 TNROUGF� SEGTION 1901.4.3. FROTEGTfON CsREAT�R TF�AN THE MINIMUM GONGRETE COvER SPEGIFIED IN SEGTION 1907.1, SUGN permitted tn detached one- and two-famTly dwellfngs three stories or less In �eight 9.5,2.:, SE�TION iL2 AND SECTICN 12.2,4, PROVIDE FOR USE GF A SPLITTING TENSILE STRENCsTN VALUE UNDER SERVICE CONDITIOHS, COR'cS SNALL BE IMMERSED IN WATER FOR AT LEAST 40 HOUR9 AND CsREATER THICKNESS SNALL BE USED. constructed with etud-bearfng walle. In dwelitngs ssetgned to Se(emic Design Category D OF CONGRETE (�GU, LABCRATCRY TE�TS 51�ALL BE MADE IN AGGORDANGE WIT�I ASTM C 330 TO BE ?ESTED WET. SECTION 1901.4.1 COATINGS, AT THE TIME GONGRETE IS PLAGED, REINFORCEM�NT SNALL BE FREE or E, the hetght of the wall shall not exceed 8 Feet (2438 mm ), the thickness shall not ESTABLISH TNE YALUE OF FCT CORRESPCNDING 70 THE SPEGIFIED vALUE OF F�C, FRGM MUD, OIL OR OT4��R NONMETALLIC COATINCsS TNAT DECREASE SC�ND. EPDXY CDATINGS OF �EG710N 190�$ SPECIAL REINFORCEMENT D�TAILS FOR GOLUMNS. OFFScT BENT LONCsITUDINAL be SECTIDN 190B.6.B.4 TEST RESULTS. GONCRETE IN AN AREA RcPRES�NTED BY GORE TE5T5 SNALL BE STEEL REINFORGEMENT IN AGGORpANCE WITH ACI 318, SEGTION 3,5.3.1 AIND SECTION 3.5.3.8 15 BARS IN GOLUMNS AND LOAD TRANSFER IN STRIJGTURAL STEEL CORES OF COMPOSITE less than "fl/2 Inches CI90 mm�, and the wall shall retain no more than 4 feet 11219 mm� SECT'ON 1905.1.5 FIELD ACCEPTANCE. SPLITTINCs T'cNSILE STf2ENGTN TESTS SNAL� NOT BE USED A9 A CON5IDER�D STRUCTUR:,L�7 ADE�UATE IF TNE AvERAGE OF TNREE: GORES IS �QUAL TD AT L�A6T 85 P�RMITTED. COl"PR�5510N MEMBERS SHAI.L COMPL7 WITN THE FROVISIONS OF ACI 318, S�GTION �,8, of unbalanced f(II, Wdlls shall have re(nforcement fn accordance wlth 22,6,6,8, z gA5!S FOR FIELD ACGEPTAVGE OF ,r.OUCRETE. PEi2CENT OF F'C AND IF NO 51NG�E CORE 15 LESS TNAN l� PERC�NT OF F'G. ApDITIONAL T�STINCs � OF CORES EXTRAGTED �ROM LOCATIONS REPRESENTED BY ERRATIC CORE STRENCsTH RESULTS IS SEGTION 1901.4.2 Rl1ST OR MILL SCALE. EXCEPT FOR PRESTRESSINCs TEt�DONS, STEEL REINFORCEMENT S�GTION 1901.9 CONNEGTIONS. CONNEGTIONS BETWEEN GONCRETE FRAMING MEMBERS SNALL Isolated footinga of plafn concrete supporting pedestals or columns are permitt�d, � 5��7�ON i°P5.2 SELECTICN OF CONCRET'c PROPORTIONS. CONCRE7E PROPORtIONS 6NAl.L BE PERMItTED. WItN RU�T, MILL SGAL� OR Q COMBINA710N OF BOTN, 5�4ALL B� CON5fD1ERED 5AT15FAGTORY, CONPLY UJItN T�4E pROV1510N5 OF ACI 318, S�C710N �.9. provtded the pro1ect�on oP the foottng beyond the face of the supported member DETERMINED IN AGGORDANCE WITH THE PROVISIONS OF SECTfCN 1905.2.1 TNROU�N SEGTION 1905.23. PROVIDED THE MINIMUM DIMENSIONS, INCLUDING HEICsHT GF DEFORMATIQNS AND WEIfsNT OF A NAND- does not exc8ed the footfng thtcknesa. sEGTION 1905.6.5.5 STREN:sTN EvALUATiON. IF TN� cRl?ERIA OF S�cTION I�05.6.5.4 ARE NO? MET AND WIRE-BRuSHEp T�ST SPECIM�N, COMPLY WITH APFLIGABLE ASTM SP�UFIGATIONS. SEE SEC710N S�CTION I90�.10 LAtERAL REINFORCEMENT FOR COMPRE�SION M�MBERS. LATERAL SE�TiON 1905.2.1 C�ENERAL. PROPGRTIONS OF MATERIALS FOR CONCe=_T� SHALL BE ESTABLISHED TD IF TNE 9TRUCTURAL ADE�UACY REMAINS IN DOUBT, TNE CODE ENFORCEMENT OFFICIAL 15 PERMITTED 1903.b. REINFORGEMENT �OR GONCRETE COMPRE5510N MEMBERS SNALL COMPLY WITN TNE PROVISIONS Exception: In detached one- and two-famfly dwellfngs three stor(es or less fn hefght, the PROv�DE: TO ORDER A STREN!sTN EVAWATION IN ACCORDANGE WITN AGI 318, GHAPTER 20, FOR TNE OF ACI 318, S�CTIDN �.10, proJectton of the foottng beyond the face of the supported member Is perm(tted to QUESTIONA6LE PORTICN OF TNE STRUCTURE, OR TAKE 07HER AFPROPR'ATE ACTION. SECTIOV 19C1.4.3 PRESTRESSINCs TENDONS. PRESTRESSINCs TENDONS SN�ALL BE CLEAu AND FREE OF exceed the footfng thfckness. I. WORKABILIT7 AhD GCNSISTENGY TO PERMIT GONC�ETE SC BE W012KED READIL7 (Nt0 FORMS AND OIL, DIF2T, �CALE,PITTIN3 ANp EXCESSIVE RUST. A LI!zNT GOATING OF RIJST IS PERMITTED. S�GTfON 1901,11 LA7ERAL R�INFORCEMENT FOR FLEXURAL MEMS�RS. LATEi2AL REINFORGEMENT AROUND REINFORGEM�NT UNDER TNE CCNDfTIONS OF PLACEMENT TO BE EMPLDYED, lU(7NOUT �EGLIO�L1905�] PREPARATION OF E�UIPMENT AND PLAGE OF DEPOSIT, PREPARATION BEFORE FOR COMPRESSION REINFORCEMENT IN CONCRETE �LEXURAL MEMBERS SHALL COMPL7 WITH THE Plain concrete footings supporttng walls are permttted, provided the footings have at 5E!sRE!sATION OR EXGESSIVE BLEEDINC,. CONGRETE PLACEMENT SNALL INCLUDE TNE FOLLOWfNG: S�GTION 1901.5 PLAGING REiNFORCEMENT. THE PLAGEMENT GF GbNCRE'T�REINFORCEMENT SI�ALL PROVI510N8 O� AGI 318, SECTION l.11. least two contlnuous longitudinai relnforcing bars. Bars ehall not be smaller than No. 4 and COMPLl' WITH THE PROVISIONS OF SECTION 190�.5.1 THROU!sH SECTIDN 1901.5.4, shall have a ivtal area of not less than 0.002 times the gross cross-aecttonal area of the 2. RE5ISTANCE 70 SP��IAL EXFO�URES A5 R=QUIRED BY �ECTION 1904, I. EQIIIPMENT FOR MIXING AND TRANSFORTIN!s GONCREtE SNALL BE CLEAN. S�GTION 19Q_].12 SNRINKAGE ANp TEMPERATL'RE REINFORCEMENT. REINFORGEMENT FOR SHRINKACsE foot(ng. For footings that exceed 8 inches 1203 mm) in thfckness, a mintmum of one bar SECTION 1901.5.1 SUPPORT. REINFORGEMEN7, PRESTRESSING TENDONS, t1ND DUGTS SNALL BE AND TEMPERA7URE STRESSES IN CONCRETE MEMBERS SHALL COMPL7 WITN THE PROVISIONS OF shall be prov(ded at the top and bottom of the footing. Continuity of refnforcement 3. CONFORMANCE WI7N ?NE STRENCsTN TEST REQUIREMENTS OF 5EC710N 1905.6. 2. DEBR15 AND ICE SNALL RE REMOVED FROM SPAGES TD BE OGGUPIED BY CO�CRETE. ACCURATELY F'LACED AN� Ap��UATELY SUPPORtED BEFORE CONCRE:TE 15 PLACED, AND SNALL ACI 318, 5EC710N '1.12, shall be provided at corners &nd fntersections, BE SEGURED A!sAINST DISPLA�EMENT IUITHIN TOLERA�GES PERMITTED Ih� SEGTION 19b1,5.2. WHERE SE�T'�ON I?05.2.2 GfFFERENT MATE�IALS. U!NER= DIFFERENT MATERIALS AR� TO BE US�D FOR DIFFEREhT 3. FORMS SHALL BE PRCPERLI' COATEp. APPROvED 87 TNE R�!sl5?�RED D�5!GN PROFE5510NAL, �MBEDDED I71�M5 lSUCN A5 pOWELS OR 5�GT101�9G1.13 RE�UIREMEN7S FOR STRtJGTURAL INTECsRITY. TNE D�TAILINfs OF 12EINFORCEMENT Exceptions: PCRTIONS OF PROPOSED WORK, EAGH GOM�INATION SNALL BE EVALUAtED. INSERTSJ TNAT EITNER F�OTRUDE FROM PRECAST COhCRE7£ MEMBER� OR RE`1AIN EXPOSED FOR A'VD COKNECTIONS BETIUEEN CONCRETE MEMBERS SHALL CCMPLY WITN TNE PROVISIONS 0= ACI In detached one- and two-family dwelifnga three atoriee or less in height and conatructed 4. MASONRY FILLER UNITS TNAT WILL BE IN .�'.ONTACT WI?F� CONCRETE SNALL BE lJELL DRENGNED. INSPECTIC�1 ARE PERMITTED TD BE EMBEDDED WHILE THE CONGRETE IS IN A PLASTIC STATE, 318, SECTION 1.13 TO IMPROVE STRUCTl1RAL INTECsRITY. with etud-bearfng walis, piain concrete footings wtthout longitudlnal retnforcement S�CT'ON 1905.2.3 BASIS CF FROPCRTIONS. CON.�".RETE PROPCRTIONS, INCLUDIN!s WATER- FROVIDED TNE FOLLOWIN�s CONDITIONS ARE MET: supporting walis are permttted. GEMENTI�IOUS MATERIALS 12ATI0, SNALL BE ESTABLISNED CN T+�E 8ASI5 OF FIELD ExPERIENCE AhD/OR 5. 12EINFORCEMENT SNALL BE TNOROUGNLY .r.LEAN OF ICE OR bTNER DELETERIOl1S COATINCxS. i�'�L MIXTURES WITN MATERIALS TC BE EMPLOYtD IN ACG�CRDANCE WITN SEC,TION 1905.3, EXGEFT AS 1, EMBEDDED ITEMS ARE NOT RE�UIRED TO BE HDOKED CR TIED TO REIfiFORCEMENT IUITNIN THE PERM�TTED IN SEGTION 1905.4, CR REQUIRED SY SEGTION 1904, b. WATER �NALL BE REMOVED FROM TNE FLACE OF DEPOSI? BEFORE CONCRETE 15 PLAGED 11NLE55 A GONCRETE. For foundetion systeme consisting of a plain concrete footing and d piafn concrete stemwall, a minimum of one bar shall be providsd at the top of the stemwall and at the TREMI� IS TC BE U�ED CR UNLESS OTHERWISE PERMITTEC SY TNE GODE ENFORGEMENT OrFICIAL, bottom of ths footing. SE�T�JN_I_9Q5.3 PROPGRTIONING ON TN� BASIS OF FIELD E�CPERIENC,E AND/OR TRIAL MIXTURES. 2. EMBEDDED ITEMS AR� MAINTAINED IN TNE CORRE.r,T PCSITION IUHILE'THE CONCRETE REMAINS C',�NGRE-E PROPORTIONIN!s DETERMINED ON TH� BASIS OF FIELD �XPERIENCE AND/OR TRIAL l. LAITAI�GE AND CTHER UN50UND MaTERIAL SNALL BE REMOVED BEFORE ADDITIONAL CONCRETE IS PLASTIC. Where a slab on ground ts cast monolithically wtth the footing, one No. 5 bar le permitted � MfXTURES SNdLL EE qONE I�1 ACCORDANGE WIT�# ACI 318, SECTION B3. PLACED ACsAINSI` NARDENED CONCRETE. to be located at efther the top of the slab or bottom of the footMg. � � 3. THE GC�ICRETE IS PROPERLY CONSOLIDATED AROUND THE EMBEDDED ITEM, a O y��T!QN 1�05.d PROPCRTIONIN;s WITNOUT FIELD EXPEi21ENGE OR TRIAL MIXTURES. COhGRETE ��T1p_�; 19Q5,� MIXIN�. MIXIN!x OF CONGi2ETE SNALL BE PERFGRMED IN AGGORDANCE WITN � ' � 1908.1.16 AGI 318, Sectton p.3.3. �� PROPOR-IONINCs CETERMINED WITHCUT FIELD EXPERIENCE C�R TRIAL MIXTURES SHALL BE DONE IN SECTION 1905,8.1 TNROUCsH SECTION 1905.8.3. SECTION 1901.5.2 TOLERANCES. UNLESS OTHERWISE SPECfFIED BY -HE REEGISTERED DESIGN Mod(fy AGI 31t3, Secttona 0.3.3.2 through D.3.3.5, to read as follows: ��"'� N AGGORGANGE WIT�I ACI 318, SEGTIDN 5.4. PROFESSIONAL, REINFO�CEMENT, PRESTRES51N;s TENDOKS ANp PREST�ES51NCs DUCTS SNALL 8E D.3.3.2 - In structures assfgned to Setsmic Destgn Gategory G, D, E or F, post-fnstalled a � r SECTf01� 1905.8.1 CsENERAL. CO�ICR�T'c SHALL BE MIXED UNTIL TNE�:E 15 A UNIFORM DISTRIBLITI01� GF PLACED WITHIN THE TOLERANCES SPEGIFIED IN SEGTION 1901.5,2.1 AND S�ECTION 1901.5,2,2, anchors for uae under I�.2.3 shall have passed the Simulated Setsmtc Tests of ,4CI 358.2. � � BE�TiON_190$_5 AVERAGE STRENCsTH RcDUCtIDN. AS pATA BEGOME AVAILABLE CURINCs MATERIALS AND SHALL BE q15C4=A�GED GOMPLETEL7 BEFORE TI�E MIXER IS REC�IARCs�D. ^ v .- r � r' SECTION 1901,5.2,1 DE�'TH AND GOVER. TOLERANCE FOR DEPTH D, AND MINIMUM CONCRETE CDVER � � O ONSTRU.,TION, IT IS PERMISSIBLE TO REDU,.E TN_ AMDUNT BY UJHI�H 7HE AVERAC�E COMPRESSIYE D.3.3,3 - In atructures dsaigned to Setamlc Desfgn Category C, D, E or F, the design w m X STRENC�TN (F'CRJ 15 RE�'JIRED TO EXCEED T�IE SPECIFIED WALUE OF �'G IN ACCORDANGE WITN AGI 318, SECTfON 1905.8.2 REApY-MIXED GONGRETE. READY-MIXED GONCRE TE SH AL L 6 E M I X E D A N D I N F L E X U R A L M E M B E R S, I U A L L S A N D C O M P R E 5 5 1 0 N M E M B E RS S N A L L B E A S S+�O W N I N T A B L E 1 9 G 1.5,2.1, strength of anchors shall be taken as 0.�5rNn and 0.�5rVn , where r is 91ven tn D.4.4 or � � � �E�TION 5.5. D�LIVERED IN A,r.CCRDANCE WITN TNE REQUIf2EMENTS OF ASTM C :f4 OR ASTM G 685. EXG�PT TNAT TOLERANC� FOR TNE CLEAR DISTANCE TO FORM�D SOFFfTS SNALL BE MINl1S I/� INCN �.4.8, and Nn and Vn are determtned fn accordance with D.4.1. X Z 16.4 MMJ AND TOLERANCE FOR COYER SHALL NOT EXGEED MINUS ONE-1fNIRD TH� MINIMUM GONGRET� Q S�;TION I°05t6 EvALl1ATI0N ANq AGCEPTANCE OF CONGR�TE. TµE CRITERIA FOR EYALU.4TION AND SECTIDN 1905.8.3 JOB-MIXED CONCRETE. JOB-MiXEp CON�RETE 5�4ALL COMPLY IUITN ACI 318, COVER REQUIRED IN TI�= DESIGN pRAUJINGS OR SPEGIFIGATIONS. D.3.3.4 - In structures assigned to Seismfc Desfgn Gategory C, D, E or �, anchor�s shall be M � � � A�G�PTANCE OF CONCRETE SNALL SE AS Sp�GFIED IN SECTION 1903.6.2 TNROU!s�l SECtION 5EC710N 5.B3. desfgned to be governed by tensile or shear strength of a ductile steel element, unless F ` � O Z � 1905.6.5.5. �sTJQi� 13Q�.9 CONYEYINCs. 7H� ME7NOD AND EQUIPMEht FCR CCNVEYING CD�CRETE TO TNE PLACE D.3.3S ts aeiisi ied, � �• uj � S_CTiON 1905.6.1 QIJAUFIED TECHNICIANS. GONCRETE SNALL BE TESTED IN ACCORD,4NCE WITN 7NE OF DEPOSIT SHALL COMPLY WITH SECTION 1905,9.1 AND SECTION 1905.9.2. � � D3.3.5 - Instead of 0.3.3.4, the attachment that the anchor is connecting to thg structure � � REG2UIR�MEN i 9 IN 6EGTIGN 1905.6,2 TNROUGI� 6ECTION 1905�6.5. QUALIFIE� FIELp TESTINC� TABLE 19075,2.1 TE�HNIGIANS SHALL PERFCRM TESTS ON FRESN CONCRETE AT TN� J03 51TE, PREPARE SPECIMENS SECTION 1906.9.1 METNOD OF CONVEYANCE. CONCRETE SHALL 8E CONVEY�D FROM TN� MIXER TC THE TOLERANCES shall be designed so that the attachment will undergo ducttle ytelding at a loacd level Z N correspondtng to anchor forces no greater than the destgn strength of anchors � � REQl11REG FOR Gl1RINC� I�NDER FIELD GONDITIONS, PREF'ARE SPECIMENB REQl11i2ED FOR TE511N�x IN TNE PLAGE OF FINAL DEPbSiT BY METNODS THAT WILL PREVENT SEPARATION OR L055 OF MATERIALS. � specifted tn p,3.3.3, or the minimum design strength of the anchors shall be at least 2.5 LABORATORY, A1�D RECORD THE TEMPERATURE OF THE F�ESH CONCRETE UJHEN FREPARIKCs TOLERANCE ON •• SPECIMENS FOR STRENCsTN TESTS. �UALIFIED LABORATOR'1' TECHNICIANS SHALL PERFORM ALL SEGTIDN 1905.9.2 GONVFY�N� E�UIPMENT. TNE GONYEYING- EQUIFMENT SNALL BE GAPABLE OF DEPTN Cd) TOL�RANCE ON d MINIMUi1`'I CONCR�TE ttmes the factored forces tranamttted by the attachment , � RE�l11RED LABORATOR7 TESTS. PROYIDINCs A SUPPLY OF CCNCRET� AT TNE SiTE OF PLACEMENT UJITHOU7 SEPARATIDN OF IINGF-{ES� fINGI-4) CO�VER CINCI-IJ SECTION 1912 �— ING-REDIENTS ANp WITNOUT INTERRUpTI0N5 SUFFIC!ENT TO PEQMIT TNE LbSS OF PLASTIGITY BETWEEN 8��710N 1905.6.2 FREQUENCY OF TESTINCs. T�4E �RE�UENCY OF CONDUCTIN:s 57RENCsTN T�STS OF 9UCCESSiv� INGREMENTS, d > 8 t 3/8 - 31S ANCNORACxE TO CONCR�T�-STRENCxTI-I OESIC-�N ��NCR��C SHALL BE AS SP�GI�IED IN SECTION 1905.6.2.1 THROU!sN ScCTION 1905.6.2,4, 9 2, cope. SECTION 19b5 10 DEP051TING. THE DEPbSiTINCs OF CONGRETE SHALL GCMPLY WITH THE d � 8 3 ��2 - ll�2 The provtslona of this aection shall 9overn the atrength destgn of anchors installad In EtvCsINEEt�: SE�7iGN I°05.6.2.1 MINIMUM FREGUENCY. SAMPL�S FOR STRENGTN 7E575 OF EACH CLA55 OF PROVI510NS OF SEG7ICN 190�.10.1 TNpDUCsN SECtIDN 1905.IG.8, concrete for ,. ,. FOR 51: I INGH = 25.4 MM, purposes oP tr&nsmftting structursl lo&ds from one connected element to the G�NCREiE PLACED EACH DAY SHALL BE TAKEN NOT LES� 7NAN ON..E A DA7, NOR LESS TNAN GN„E ether. Headed bolta, headed studs and hooked (J- or L-) bolts cast in concrete and FOR EA.�'.N 150 CUBIC YAf2q5 1115 M3) OF CONCRETE, NOR LE55 TNAN ONCE FOR EACN 5,000 SQUAR� SEGTION 1905.10.1 �E:sRE,'s.�TION. CONCRETE SHALL RE DEP051tED AS NEARLY AS PRAGTIGABLE TO expanston anchors and undercut anchors installed tn hardened concrete shall be deslgned �F N�w y FEET (405 M2) OF SURFACE AREA FOR SLASS OR WALLS. ITS FINAL POSITICN TO AvClp SEG�2=!sATIDN DUE TO RENANDLING �JR FLOWIN�s, in accordance wfth appendix D of ,4C� 318 as modified by Sectfon 1908.1.16, provided '�� C� BUT�O��f- ��1�= they are wfthfn the scope of ,4ppendix D. ,��4P � F9 � 9EGT:ON 1905,6.2,2 MINIMUM N''JMBER. ON A CsIVcN PROJEGT, IF THE TOTAL VOLUME OF CONCRETE IS SECTION 1905.10.2 PLAGEMENT ?IMING. .r,ONGRET!NG OPERATIDNS SHALL BE CARRIED ON AT SUCN PROT�GT TOPS OF DCPOSED RF$AR P�R OSNA � � SEGTION 1907,5.2,2 BENDS AND ENDS. TOLERANCE FOR LON�ITUDINAL L(�CATIOR OF BENDS AND ENDS OF � � �� SuGN TNA� TNE �REQUENCY DF 7ESTINCx RE�UIRED BY SECTICN 1905.6.2.1 WDULD PROVIDE LESS TNAN A RATE T�IAT TNE CG�ICRETE 16 AT ALL TIMES PLAST�C AND F'_OWS READILY INTO SPACES BETWEEN REQUIREM�NTS, � �' ��' �,�'f� W REII�FORGEMENT SNA'L Bc 3 2 INCNES (t 51 MM) EY.CEPT AT DISGONTfNU(�U5 ERDS OF MEMBERS UJNER� THE Except(on: Wh�re the basic concrete breakout strength in tension of a single amchor, Nb FIVE STREN!�TN TESTS FCR A CsNEN CLASS 0= CONCRET�, TESTS SNALL BE MADE FROM AT LEAST FIVE REINFOR.r.EMENT. , Is determinec In accordance w(th �quation (D-��, the concrete breakout atrength �n �' 1�` -a z RANpOMLY SELEGTED EATGNES CR FROM EAGN BATGN IF FEWER THAN FIYE BATGNES ARE llSED. TOLERAN�E SHALL 8� ± 1i2 INCH ls 12.1 MMJ. _ NOTE• requtrements of Sectfon D.4.2.2 ahall be constdered satisffed by the design procedures 1 �2 ' ��''� SECTION 1905.10.3 U�lACGEPTABLE CONGRETE, CONCRETE T�IAT NAS PARTIALLY NA(2DENED OR BEEN of 5ecttons D.5.2 and D.6.2 for anchors exceedtng 2 inches l51 mm) In diameter or 28 ��'r:� ,73Ag� P�, �EC7'ON 1°05.'0.2.3 SMALL YOLUME. WNEN TF�E TOTAL VOLUM� CF A CsIvEN .�'.LA85 OF ,r.ONCRET� 19 LESS CONTAMINATED �Y FOf2EIGN MAT�21A�5 9NALL NO? BE DEPOSITED IN THE STRUGTURE. SEGTION 1901.5.3 W�LDE� WIRE �ABR`C. WELGED IUIRE FABRfG WITH WIRE SIZE NOT CsREATER THAN W5 OR D5 FOUNDATION WALLS AR� D�SICxNED IN ACGORDANG� WITH TABL� � � r , inches (638 mm) tensile embedment de th. `�.. �� . p� i USED IN .,LAR„ NOT EX„EEDINCs 10 F�ET (.,048 MMJ IN SPAN IS PERMITT!�D TD R� CURvED FROM A p01N7 1805.� f2) OF TI-I� N�U1 YORK StAtE BUI�DIN�s GODE. p `e:;., ��'(_��[SS� ..,� TNAN 50 GIJBIG Y,4RDS (38 M3), STRENC�TN TESTS ARE NOT REQUIRED WNEN EV DENCE OF SE�TION 1905.10.4 RETEMPERIN!s. ��TEMPERED CONGRETE OR C01�lGRETE THAT HAS BEEN RE`11XED AFTER NEAR THE TCP OF THE SLAB OYER T4�E SIJPFORT TO A POINT NEAR TH� BOTTOM OF THE SLAB AT WALL HEICsHT = 3 F�ET The etrength design of anchora that are not wlthin the scope of Appendix D of ,4G1 318, � _ �.''' SA7i5FACTORI' STf2ENC�7N I:. SUBMITT�D TO AND AFPROYED BY TN� CODE ENFORC,EMENT OFFICIAI.. INITIAL SFT SHALL NOT BE USED UNLESS APPROVED B7 TH= RE!�!STERED DESICsN PROFESSIONAL. MIDSPAN, PRCVIDED SUCN REINFORCEMENT IS EItNER CCNTiNU0U5 OVEtR,OR SECURELY ANCHORED AT FOOtINCs NEICsN7 ■ 1 FOOt and ss amended sbove, shall be tn accordance wfth dn 8pproved procedure. JEFFREY T, Sl1TLER, P.E. S'JPPORT. SOIL GL,4SS = LOAM, SP AND GW SEGT:ON I'05.6.2.4 STR�NCsTN TEBT. A Sl'REN!sTN TEST SNA�L �E TN� AVERAGE OF TNE StRENC�TNS OF gF,rJTION 1905,10.5 CCNTINUOUS OPERATIDN. AFTER CON.r.RETIN!� HA5 57ARTED, IT SNALL BE GARRIED � � TUI� GYLINGERS MADE FROM TNE SAME SAMPLE OF CON,�',RETE AND TESTED AT i8 DAYS OR AT TNE TEST ON AS A CONTINUCJS CPE�'ATION UNTIL PLAGN�z OF A PANEL OR SE�T'ON, A5 CEFINED BY IT5 SECTION 19C1S.4 IUELDIN!s. WELDINCs OF CROSSINCs BARS SHALL NOT BE PERMITTED FOR ASSEMBLY OF �" (� AaE DESIG-NATED FO(2 TNE DETERMINATION OF F'G, BDUNDARIES GR PREDETERMINE7 JOINTS, 15 .r,OMPLE-ED, EXCEPT A5 PERMITTEC OR PRONIBITED B7 REIVFCRGEMENT UNLE58 Al1TNORIZED BY THE RECs15TEREQ DESI!�N PRD�FE5510NAL. s�crioN i906.?. 1905.8.2 R�ADY-MIXED GONGR�TE. R�ADY-MIX�D GONGR�TE SNALL BE MIX�I� ANp D�L..IYER�D IN AGGOROANGE WITN TH� � SE�T!ON 1905.63 LABORAtOR"-GURED SPEUM�NS. LABORATOR7-CU�Ep SPECIMENS SNALL COMPL7 �GT��1_�.3C�6 S�AUNCs LIMITS FOR REINFORCEMENT. TNE CLEAR DIST,�4NCE BETWEEN REI�IFORCIN!s BARS, R�QUfR�MENTS OF ASTM G 94 OR ASTM G 685. lL'ITH TNE FROVISIONb CF SECTION 19C5.6.3.1 TNROUCsN SEC�ION 1905.6.3.4. SEGTION 1905.10.6 PLAGEMENT IN V_RTI�AL LIFTS, tNE TOP 5U4FAGE5 OF YERTICALLY FORMED LIFTS BUNDLED BAR�, PRE5T2ESSINCs TENDONS AND DUGTS SHALL GOMPLY WJITH AG 318, SEGTION 1.6. � SNAL� �E CsENERALL7 LEV�L. ~ � SECTIDN 1905.'0.3.1 9AMPLI�lCs. SAMPLES FOR STR�NCsTH T�ST° 51�ALL BE TAKEN IN AGCORDANCE $�GTION 19C1.1 CONCRETE PROTEGTION FOR REINFORGEMEhlT. TNE MINIh'1UM CONC'.RETE GOVE� FOR GONCRETE MIX7URE8 [Nl'SBG - GHAPT�R 19 ITABL� 1904.2.1 (JOB MIXEDJ] � (� 1L"TN AS-M G 112. 6ECTfON 1905.1O.1 ,r,O�ISTRUCTION JOINTS. WNEN CON9?Rl1CTI0N JOINTS A(2E REQUIRED, THEY SNALL 12EINFCR.�'.EMENT SNALL COMPLY U11TN SECTION 1901,1,1 TNROU!�N SECTIO>N 1901,�,1. BE MADE IN ACCCRDANCE U11TH SECTION 1906.4, 0 }- � S�C7i0N 1°05.'0.5.2 CYLIND�RS. CYLINDER� �OR 57REN!37N TEST6 SNALL BE MOLDED AND SECTIO�I 19Cl.l.l CASt-IN-PLACE CONCRETE MONPRE5TRE5S�D). MINIMUIM CONCRE7E COVER SNALL �__ NOMINAL Mfi,XIMUM WATER MAXIMUM WATER � itl IQ } L,4BORATORY CIJRED Il� ACGORDANGE IUITH ASTM C 31 AND TESTE� IN AGCORDANGE WITH ASTM G g�CTION 1905.10.8 CONSCI.IpATION. CONCRETE BNALL BE t�OROUC�s�ILY GON60LIpATED �Y SUITABLE PROVIDED FCR REINFORCEMEN? IN NONPRESTRESSED, GAST-IN-FLACE�GONCRETF CONSTRUCTIbN IN CLASS APPLICATION EXPOSUR� f7c AIR GONT�TIT GEMENTITIOUS GEMENTITIOUS SOLUBLE GHLORIDE IGON Q 39 MAXIMUM MAT�RIA� RATIO MATERIALS A�MIX7URES a � � Z MEANS DURINIs PLACENENT AND SNALL BE THOROU�NLY UJORKED AROUND REINFORGEMENT AND ACCCRDANCE WITH TA�LE 1901.?.I, AGsCsRECsAT� SIZ�� fCl-) IN COIJCR�T�, BY � QC EMBEDDED FIXTLlRES AND INTO CORNERS pF TNE FORMS. BY �E��T WEICx!-IT OF GEMENT � U � � A- SE�TfON 1905.6.3.3 AGC�PTANCE CF RE5ULT5, 7�4E STRENGTN LEVEL OF AN INDIvIptJAL CLASS OF � Z z AC (L .r.JNCRETE SF4ALL BE CCNSIDERED SAT15FA,r.TORY IF BOTHI OF T4�E FOLLOWIN!s RE�UIREMENTS ARE MET: S��TION 1905.11 GURINCs. THE .r.URING D� GONCRETE SNALL BE IN AGCORDANG� WITH S�CTIDN 1905.11.1 LiMITS ON W O O Q d �RE�EZE/TI-IAW, HYDRAULIG ['� p- � THRDUCsN SEGTIOK 1905.11.3. TABLE 190'T.Z.I SLABS ON DEIGINCY 3 NO GALCIUM I, EYERY ARITNMETIC AvERACsE OF ANY 7H��E CONSECUTI�yE STREN!�TH TE9TS EQUALS Oi2 EXCEEDS �'C. MINIMUM GONGRE7E GOvER 3 �RAp� CH�MICALS, 3,500 �_��2�� _��2 �a 2 � 4� CEMENT CHLORIDE o �� O � l'J r �p � r � r, SECTIOiy 1905.11.1 RECsULAR. CONGRET� IOTNER THAN HICsH-EARL7-STRENCsTH) 51-IALL BE MAINTAIN�D SULFATE PSI LIMITS ON �LY ADMIXTURES � � � � O 2, NO INDIVIDUAL STRENCsTN TE..T (AVERA,sE OF TWD CYLIN.DERS) FA_LS SELOW F',. f3Y MORE TNAN ABDYE 50 F 110 CJ AND IN A MbIST CONDITIDN FOR AT LEAST TNE FIRST SEYEN DAYS AFTER � MINIMUM (S�V�RE) � 0 � � 5G0 PSI (3.45 MPA). ASI-4, SLACs, AND V �1 m PLACEMENT, EXGEPT WHEN CURED IN ACGORDANCE WITN 9ECTION 1905.11,3. COvER GONGRETE EXPOSURE INGH�S SILICA �UME � � O � Q SE�TfON 1905.6.3.4 ,r,ORRECTl0�1, IF EITN�R OF t+�E R��UIR�MENt� 0� S�C710N 1905.6.3.3 ARE NOT MET, S�GTION 1905.11.2 NIGH-EARLY-STRENGTN. HICsH-EARLI'-STREN�?H CONGRETE SHALL BE MAINTAINED ' CA U \ �.IM17S ON � STEPS SHALL BE TAKEN 70 INCREASE TNE AYE�AGE OF SUBSEQl1�NT STREN!sTH TEST RESULTS. TNE qgOYE 50 F (10 C) AND IN A M015T CONDITIDN FOR A7 LtAST 71-IE FIRSt THR�� DAYS, EXCEPT WNEN � RE�l11R�M�NTS OF SECTI0�1 1905.6.5 SNALL B� OBSERvED IF TN� RE�UIREMENT OF SECTION 1905.6.3.3, CIIRED IN ,4CCORD,�N�E WITH SEGTION 1905.11.3. 1. CONCRETE GAST ,4CsAINST AND P�RMANENTLY EX:POSED �R�EEZE/TI-IAUJ, I-Il'DRAULIC m DEICENCs 2 GEMENT 3 NO GALGIUM r 1 ITEM 2 IS NOT MET. �OUNDATION 3,000 �� B-I/2 9', TO �ARTI-I 3 3 CH�MIC.4LS, 1-�/2 0.4b CF-ILORIT�E p,15 � SE�TION I°05.6,4 FIFLD-CIJRED BPECIM�NS. FIELD-CURED SPECIMENS SHALL COMPLY UJITN THE SECTIDN 1908.11.3 AGCEL�RATED CURIN!s. A.�'.CELERAT�D GURINCs OF CONCRET� SNALL COMPLY WITN ACI WALLS SULFAT� Ps� LIMITS ON �LY ADM(XTURES W PROviSI0N5 OF SEGTIDN 1905.6.4.1 TNROUGN SECTION 1905.6,4.4, 318, SEGTI0�1 5.11.3. 2. CONCR�TF �XPOS�D TO EQRT{-I OR LU�AT+-I�R (S�V�RE� � " A5�4, SLaGs, AND w O ND. 6 THROUCsH NO, IS 8AR 2 4 r ND. 5 BAR, UJ31 OR D31 WIRE, AND SMALL�R �_�/2 SILICA FUME z S�CTION 1905.12 CCLD WEATN�R REQUIREMENTS. CONGRETE TNAT 15 TO BE PLAGED DURIN,s FREEZING OR SEGT!ON I°05.6.4.1 WNEN RE�UIRED. WNERE REQUIREO 8Y TNE CODE ENFORGEMENT OFFIGIAL, TµE NEAR-FRE�ZINCz WEATHER SNALL COMPLY WITN T�{E FOLLOWIN!�: LIMITS ON h10 GALCIUM ('(� � RESULTS OF STREi�CsTH TESTS OF CYLINDERS CURED UNDER �IE�D GONDIT(ONS S4�ALL BE PROVIDED. FOOTINGzS SULFAtE 3,800 2 3. CONGRET� NOT EXPOSEO TO WEATN�R OR IN CO�NTAGT � �S�Y�R�� pg� 1-V2" 5-I/2 r, 0.45 �YpRAULIG CHLORIOE �•�� O � I. ADEQUATE ��U(P"1ENT SNALL B� PROVIDED FOR NEATINC� CONGR�TE MATERIALS AND PROT�CTIN!s WITI-I GzROUND CEMENT 3 ADMIXTURES � Q S�CT�ON 1?05.6.4.2 GURIN!�. FIELD-Cl1RED CYLINDERS SNALL BE CURE7 UNDER FIELD GONDITIDNS IN GONGRETE Dl1RINCs FREEZING OR NEA4-FREEZIN� WEATNER. SLABS, WALLS, JOISTS: A�CORDANCE WITN 5TM C 3'. NO. 14 AND NO. IS BARS 1-1/2 1, A SMA�L�R NOMINAL. MAXIMUM ACxCzR�CzAT� SIZE MAY BE USED AT tHE DISCRETION OF THE CONTRAGTOR, INSTALLER AND MANUFAGTURER. P'��' 2. CONCRETE MATERIALS AND REINFORCEMENT, FORMS, FILLERS ANq CsROIlND WI1'N WNICN CONCRET� NO. 11 BAR AND SMALLER 3/4 2. AIR CONt�NT INDICAtED INT EI-4 tABLE IS �OR CONCR�t� WItF-4 MAtGNINCs NOMINAL MAXIMUM ACxCsR�CxAT� SIZ� INDICAtED. IF SMALLER S��TiON 1905.'0.4.3 9AMPLINCx. FIELp-CURED TEST GYLINDERS SNALL 3c MOLDED AT THE SAM� TIME AND �S TO GOME IN GONTAGT SHALL BE FREE FROM FROST. BEAMS, COLUMNS: MAXIMUM ACsCsREGATE SIZ� IS SELEGT�D AIR GONT�NT SHALL BE ADJUSTED UPWARDS IN AGGORDANGE WITH AGI 318 TABLE 4.2.1. FR�M TNE SAME SAMPLES AS LABCRATORY-CURED TEST GYLINDER�. PRIMARY REINFORGEMENT, TIES, STIRRUPS, SPIR,�4LS I-I/2 3. H1'DRAULIC C�M�NT: ASTM C 160 TYP� 1/. ' S�CTiON 1905.a.4,4 COREEC'.TION, PROCEDURES FOR PROTFCTINC�s AND CURIN:s CrJNCRETE SHALL BE 3• F�OZEN MATFRIALS CR MATERIALS C,ONTAINING iGE SNALL NOT BE USED. SNELLS, FOLDED PLATE MEMBERS: 4. LIMITS ON THE ,4MOUNT O� �LY ASH, SLACs, AND SILIGA FUME BY MASS OF TOTAL CEMENTITIOUS MATERIALS: NO. 6 BAR ,4ND LARC�ER 3/4 A. �L1' ASH: MAXIMUM 25io � IMPROVEC WNEN TNE STRENCsTN 0� FIELD-CU2�D G1'LINDERS AT THE TEST ACsE DE51G-NATED FOR S��p��Q�I� HOT U1EAT�l�R REQUIREMENTS. GURING NOT :UEATHER, PRCPEf2 ATTENTION 9HALL 8E NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER 1/2 � a DETERMINATION O� F'C IS LESS TNAN 85 PERGENT OF THAT OF COM�ANION LABORATORY-CUREC B. SLAG: MA>CIMUM 50i � o ,r.YUNDERS. TNE 85 PERGENT LIMITATION SNALL NOT APPLY IF TNE FIEiD-GURED STREN!�TN EXGEEDS CsIYEN TO IN�REDIENTS, PRODUCTION M=THODS, NANDLING, �LACIN�z, PROTEGT(ON AND GURIN!s TO G. SILIGA FUM�: MAXIMUM IOio cv PREVENT �xCESSIVE CCNCRETE TEMp�RATURES OR WATER EVAPORATION THaT GOULD IMPAIR TNE FOR Si: I INGH = 25.4 MM. D. TOTAL OF FLY ASH, S�AC�s, AND SILIGA FUME: MAXIMUM 50qa r F'C BY MORE TNAN 500 PSI 13,45 MPA), RE�IJIRED STREN!�TH OR 6ERVIGEABILI7Y OF THE MEMBER OR STRUGTURE. �. TOTAL OF FLY ASF-{ AND SILICA FUME: MAXIMUM 35°ro CO 0 N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS II�USTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHODI,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. � C01�1�'��C�'O� 1�lOT S: GOI�� 5�1�10�'SIS: 1 2 3 �o� - o�� 4 5 6 GOD�: BUILDINCz GODE OF TI�� STAT� OF N�IU YORK 2010 2 �� -J� _ 6�� 2 �� _ g�� 2 �� '1� _ 8�� 2 �� Z� _ 8„ 2 „ �, _ �,,, 2 „ 1. AL� WORK SI-lALL B� P�RFORMED IN AGCORDANC� IUITI-1 A�L STATE, MUNICIPAL, �OGAL ZONINCs AND BUILDINCa CODES AND ORDINANGES 1-IAvINCz JURISDIGTION AND BEST STANDARDS OF GONSTRUGTION OGGUPANGY CLdSSIFIGATION: I � I I I I PRACTICE. 12" 9� - 6" 9� - 8" 9' 8" 9' g" I TI-IE Al'1ERICAN INSTITUTE OF ARG4-IfTECTS CONDITIONS SI-1,4LL APPLY TO ALL WORK PERFORMED ON THIS .4SSEMBLY GROUP A fA-3� � , - - 9 - 6 12" PROJECT. GONSTRUGTION Tl'f'� 5B (VBJ ' 2. THE GONTRACTOR SHALL V�RI�Y ALL GONDITIONS AT TNE SITE. ANY DISGREPANCI�S MUST BE A 5 BROUC�{-IT TO TI-IE ATTENTION OF TI-4E �T1CsINE�R PRIOR TO COMM�NCEMENT OF CONSTRUGTION. TF�� <v GONTRAGTOR SHALL BE R�SPON5IB�� FOR GORR�GTIONS NOT REPORTED ONG� HE µA5 STARTEO WORK �� C�C� �� I (O I�iJ _ • • . • - - • . EXGEPt �OR HIDD�N JOB GONDITIONS. _ ' ' _ ' ' - - • • ' • . • • ' e: "• 'e _ .E I ..� . . , • a a-•! ' )' (V \ .. • h • 3. CONTRACTOR SHALL C�UARANT�� TO TI-I� OLUNER TN.4T ALL MATERIALS AND EQUIPMENT INGORPORATED PROPOSED AREA: 1500 SQ.FT. ' —� • �� ' � ' ' ' - . . �- ----�- A IN TNE WORK WILL BE NEW, AND TI-IAT ALL WORK WILL BE OF �sOOD QUA�.ITY, FRE� FROM �AULTS ANI� J �- -� �- J � J L- _I L DEFEGTS FOR A PERIOD O� ONE Y�AR FROM THE DATE O� THE �INAL GERTIFIGATE OF OGGUPANGY. TOTAL: 1�Qp SQ. FT, �• I �. THE �NGINEER SHALL NOT BE R�SPONSIBLE FOR TI-IE GONSTRUGTION MEANS, MET+-IODS, TECI-4hlIQUES, _ _ I �' 8" TI-IK. P.G. WALL ON � I S�QUENCES OR PROG�DUR�S, OR FOR THE SAFETY PRECAUTIDNS AND PROCxRAMS IN CONNEGTION WITH • m m $�� ' 8" X 16" P,C. FOOTING TI-{E WORK, AND NE SNALL NOT BE RESPONSIBLE FOR TI-IE GONTRACTORS �AILUR� TO CARR'( OUT THE �,� m �� I I I I '' I WORK IN AGCORDANCE LUITI-I THE GONSTRUGTION DOCt1M�NTS. THE ENCsIN��R SI-IALL NOT BE R�SPONSIBL� FOR TN� AGTS OR OMISSIONS Bl' THE CONTRACTOR. NO GHANC7ES SHALL BE MAD� IN TN� r- � ' I DOCUM�NTS AND/OR TNE BUILDINCx AS DESIC:NED IUITI-IOUT TH� EXPRESSED UJRITTEN GONS�NT OF T4-{� I ti` N I z 0 N �u�i�v��R. � 8. 7F-IESE DRAUJINGzS AND SPEGIFIGATIONS ,4RE INSTRUMENTS O� SERVIGE .4ND SHALL REMAIN TNE - � I I I � . I � . PROPERTY OF TI-4E �NCxIN��R AND ARCI-IITECI� lUl-1�1'I-1ER TNE PROJECT �OR lUl-IICN T+��l' AR� MADE fS - I EX�CUTED OR NOT. TI-IEY MAY NOT BE USED ON ANY OTHER PROJEGT EXCEP? BY WRITTEN � - O4 � - —r . - B AUTHORIZATION OF THE ENCxfNEER. � J � ��• I 6. TNE �NCsINEER NAS NOT B�EN RETs�INED FC�R SIT� SUPERVISIDN, ON-SIT� INSP�GTIONS .4ND I � I I ( I I C�RTIFICATIONS AS REG2UIRED OR REQUESTED> BY THE OIUNER, CONTRACTOR OR LOGAL BUILDINC� I • I DEPARTMENT. O � �p 4" P.G. SLAB ;. I c i m I � ON CzRAD� ' �n �n 1 I v �.' I ° � �, A-5 I •.. I I I I I � � � (1�l��UC�(Ul�lS �O� �i'�� f 1�15_�"��.._�.�� I . -:` I :� A. ALL SP�CIFIEp FASTEN�RS MUST B� INST�,LLED AGCORDINCs TO THE INSTRUCTIONS IN TI-I� SIMPSON tWOOD � '- � �• '• I GON�vTRUGTION CATaLOCs - C-2009). INCORREGT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY �t � - - -� - - (- - - �- - - - �-- - � _ CAUSE TN� GONNEGTION TD FAIL, I�oD �AST�NERS ARE GOMMON NAILS (8 �zA x 3 1/2") ,4ND GANNOT BE N °� � . -. '• C REPLAGED UJITI-I 16D SINK�RS l9 CYA x 3 1/4"� UNLESS OTHERWISE SPECI�IED. - -� • L��" ,� I B. BOLT I-IOL�S rv-F-IALL BE AT L�AS7 A MfNIMIUM OF I/32" AhID NO MORE THAN A MAXIMUM O� 1/lro" LARCs�R � � 24" X 24" P.C. P LLAR BAS� ON :�, I T4-4AN TI-1� BOLT OIAMETER (P�R THE 1997 NDS,, S�GTION 8.1.2.1.). � � I :• � � 32" X 32" X 8" �'.G. FOOTINCs � G. INSTALL ALL SPEGIFIED FASTENERS BEFOIRE LOADING THE CONNEGTION. `� `} I II v � cn Kl : � � � s O. U5E PROPER SAFETl' EQUIPMENT OR .4S 1REGOMMENDED Bl' OSI-IA, i- � I ` � I a � � -: f �. IUELDINCx GzALVANIZEt� ST��. MAY PROpU�G� HARMFUL FUM�S: FOLLOIU PROPER W�LDINCx PROC�DUR�S I I I I �4 I � u t^ AND SA�ETI' PRECAUTIONS, IUELDING SHOULD BE IN AGGORDANCE WITH A.W.S, STANDARDS, � � � ,� �, � �. � � � �.. . . . �% � Q �0 F. PNEUMATIC OR POIUDER-AGTUAT�D FASTENERS MAY OEFL�CT AND INJURE THE OP�R�4TOR OR OTH�RS. - _,� _,�• � `. �__ � _ - � , : -. __� : '. ;, D �� }- X NAIL TOOLS MAY BE USED TO 11�15TALL CONNE�CTORS, PROVID�D TI-IE CORREGT QUANTITY AND TYP� OF NAILS � _ _ , , _ _ - .. _ , . . , �• , . . _ - • , _ .• : - F'�"� AR� PROP�RLI' INSTALLED IN TI-4E NAIL 1-10LES. TOOLS WfTI-I NAIL NOLE-LOCATINCY M�CI-IANISMS 84-40ULD 8E � _ � � �� ' e � � ' � � ' d ' •� � � � � � � �� • � � � _ _ a:_ , ..� . �;• _,." � � � � � � � � � � � � � � - �•�� •p � �•Q, . . �.� � � � � USEp. FOLLOW TI-IE MANUFAGTURER�S INSTRUGTIONS AND USE TI-!E APPROPRIATE SA��TY EG2UIPMENT. `=' - - - - - Cx. JOIST SNALL BEAR COMPLETELY ON TI-{E GONNEGTOR SEAT, AND TI-!E CsAP BETWEEN TH� JOIST E1�10 AND I I �� M � � � TN� HEADER SHALL NOT EXCEED I/8 PER ASTM T�ST StANDARDS. �OI�ND,�Tf 01�1 � �OOTf 1�lCrt �'�.�1�1 � � w � N. FOR HOLDOWNS, ,4NGI-40R BOLT NUTS SHO�ULD B� FINCxER-TICsl-4T PLUS 1/3 TO 1/2 TURN WfTI-I A WRENCH, WITI-I � SCAL�: I/4" = 1'-O" � � � - GONSIp�RATION GIVEN TO POS5IBL� FUTURE WOOD SI-IRINKACxE. CARE S+�OULD BE TAK�N TO NOT OV�R- � _ � TORQUE TI-IE NUT. ¢ � � � 1 2 3 4 5 6 � CC.�1�'f�'�C��C��ILL � � 50' O" SI-IALL COMPLY WITN SEGTION 1803 O� B.C.N,Y. + AS NOT�D BELOIU �� i dn 9� 6u � 9� - S° I 9� - S° I 9� - 8° � 9� - 6° ��_ u SOIL tESTINC�, SOIL CLA551FfGAtfON AND BEARIh1Cx CApAGITIES, FOOtINCz AND FOUNDAtION DESICsN SHALL BE IN ENGINEER: AGGORDANGE UJITH N.Y.S. BUILDINCs GODE GHAPTER I8. I I/4" b I/2" 1 1/4" A. MATERfALS � � A-5 �O NEBU�'0,9 4 - 3/4"� I-{OLES �OR I I I I � DOLUIJSPOUT � r��` � I. FILL AND BACKFILL MATERIAL OBT�4fNED FROM ON-SITE CUTTINCs OR EXCAYATION OR SOURCES LOCATED AWAY � 1/2" ANCNOR BOLTS = �� r � d FROM T�IE CONSTRUGTION SITE IBORROUJEO) 51�ALL B� G�EAN SAND, CsRAY�L, �AR7N OR A MIXTURE OF THES� � � � � - " h ,r'�'��~, w GONTAININCs NO ORCaANIG MATTER WITI-! A MAXIMUM SIZE OF 4", _ _' _ �� _ _ �� _ _ � _ r-� _ �--� �,� � = ' ,,�r'�� z cA N T5 4"X4"X1/4" WITH L � ' J J •L J - - � - - , J - n � '_ � 2. GOMPAGTED FILL UNp�R SLAB ON faRADE SNALL BE WELL C�RADED SANO OR 'BANK RUN'. CzRAvEL FROM ,t� � �� 1/4 TI-IK. BAS� PLATE I I I I � � fi e A�� 51TE OR 50URCE APPROvED BY TH� SOILS �'NCzIN��R AND APPROvED AS SUITABL� MATERIAL FOR TH� PURPOS� � � � 2 � � OF SUPPORTINCx TNE SLAB ON CsRADE. MINIMUM BEARIN�x CAPAGITY TO BE 2 TONS PER SQUARE FOOT + 3 TON a'�F ,0�34g P�' � � PER SQUARE FOOt FOR FOOTINC�S. � � _ '`:��O F E SS��.,�-' �=::-..-...:'-... � � JEFFREY 7, BIJTLER, F'.E. 8. GOMPACTE� BACKFILL c i TS4"X4"XI/4" IUITI-I TS4"X4"Xl/4" UJITI� m ( 1/4" BASE PLATE � � � � i. PROMPT�Y �3ACK�ILL EXGA�/ATIDN9 A5 WORK PERMITS, BUT NOT BEFORE CONCRETE IUALLS AND FDOtINCxS � ' 1/4" BASE PLATE � -t � I-IAVE ATTAINED �ULL DESICsN STR�NC�TH AND PIPINCY AND OTH�R ITEMS BELOW BAGKPILL 1-lAVE BEEN T�ST�D AND � ~ Q APPROV�D. I C/1 � 2. BAGKFILL AND FILL TO N�W SUR�ACE CxRAIDES AS REC.2UIR�D. IF SU�FIGIENT SOUND AND APPROY�D FILL I I I I I � � O MATERIALS ARE NOT ON 1-IAND TO GOMPL�TE FILLINC-c OPERATIONS TO REG2UIRE� GRADES, PROYID� SAM�. F""'� I L J — — — — — — — — — — — — — � — B F,,,� � � 3. FILL SNALL BE GONSIDERED AS SATISFACI�ORY BEARINCz MA7ERIAL, TNEN PLAGED IN AGGORDANGE WITN THE L J FO�.LOWING PROC�DURE: TS 4"X4"X1/4" WITH a,�/ � Q � � I 1/4" THK. BASE PLATE I � I I I w � � �1 � A) BEFOR� PLAG�MENT OF FILL TNE �XISTINC: fsROUND SURFACE SNALL BE STRIPP�D O� ALL ORC�ANIG C�ROIUTH, I O } WOOD, RUBBISH, DEBRIS AND OTHER DELETERIOUS OR UNSUITABLE MATERIALS. AFTER STRIPPINCi, TF-4� CzROUND - Q a � � � �Y SURFAG� SHOULD k3E COMPAGT�D TO TF+� DENSITY DESGRIB�D BELOIU, p m � Z Q }- � � I � ,n 1 BJ MATERIALS �OR �ILL SHALL GON5IST OF G��AN �zRANULAR SOIL GONTAININGs ND DELEf�RIOUS MATTER. IT O _� A 5 O � W a Q S I-I A L L C O N T A f N N O P A R T I G L E S E X C E E D f N�s 4 I N I T 5 L A R C z E S T D I M E N S I O N, B E W�L L G R A D�D A N D C O N T A I N N O N O N-S H R I N K C s R O U T m I I I I I � " � MORE THAN 12r, B1' WEIC:I-4T OF MATERI,4L PAS5ING 7H� NUMBER 200 SIEVE. � 6" � 6�� Z U p p � � p � � � G) FIL.L. SHALL BE PLAG�D AND COMPACTED AT IT5 OPTIMUM MOISTURE CONTENT, IN UNIFORM LAYERS NOT q. - �/2" qNGHOR BOLTS � U c�l m CsREATER TNAN ON� FOOT TI-IIGK AND EACI-4 LAYER SNALL BE GOMPAGTEI� TO A DENSITY OF 98r, OF ITS MAXIMUM � DENSITY AT �OOtINCxS + g5�'o OF IT5 MAXIMUM DENS(1'Y AT SLABS AS DEt�RMIN�D Bl' ASTM D155Z (MODIFIED ►n •r� U 0 u � PROTOR DENSITYJ �IELD DEN51TY SHLaLL BE VERI�IED BY IN-PLAC� DENSITY TESTS MAD� IN AGCORDANCE WITH - � • - - -I - - I- - - —}- - - - -}-- - - �, _ � � z • �' � ASTM D1✓56 ISAND CON� METI-40D�. �ILL SI-lALL NOT B� PLAC�D WHEN �ROZ�N OR ON FROZ�N SUBCzRAD�. � � � I D� GOMPACTED �IL� OPERATIONS SHALL BE �ONTINUOUSLY INSPEGTED Bl' A SOILS �NCsINEER. U w i � I I I I I I 0 w O M cil Z � � dl u u u n n u n u n '� TS4 X4 XI/4 LUITH TS4 X� XI/4 WITH TS4 X4 Xl/4 WITI-4 Q ��I 1�l� CO�� V� ��W I O�t� JTf�4T� I 1/4" BASE P�AT� I I 1/4" BAS� PLATE I A 3 I 1/4" BASE PLATE I � Q F'AC�E: ALL WORK SHA�L GOMPLY WITN STAt� AND L�OGAL COD�S AND RECxULAtiONs, ILATEST EDItfON�, AND �� f� _ . SHALL B� SUBJEGT TO INSPEGTION AND ,4PPF20YAL BY ALL AUTHORITIES {�AVING JURISDIGTION. - r � - - � � - - - - � - - r ' - - - 2 3 I O •LJ •LJ J �J � � D � LJ �� J'G,4��: � �/�� _ ��—�n � _/ � � I � � ! � 2 ��OOi� i��41�1 N SCAL�: 1/4" = 1'-O" GO 0 N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INS1fRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IIN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. � 1 2 3 4 5 6 ��DUJ,��C�"101�1 O� � � � � � J�t��l�F��..��_��% A 5 A��OwaB�e I I I I _ I _ _ _ _ _ I STRUGTURAL M�MBER D�F�EGTION F T T T T T T T T T T T � , , _ � - �� - _� �, � - T - � ;, � �� ___ ,_ __. __,,___ , „ , �, ,____ ,__ _, _ , �, � �� T __ T l3� a /4��_x , „8�� _ ___ , � , A�TERS NAVINCx SLOPES CzREATER THAN 3 / 12 \ - , ' ' - — 3) 1 3/ X II /8---_ - O I 3/4 X 1� lf 8 f 3�-I 3/4 X 11-�/8- (3) 3/ -/8 I_ -- ,- M . HEAD R ^ R L/180 + ML. HEAOE� � � � ML. H ADEr2 � M . HE,4 ER ��HE�DER � - WITN NO �INISHED G�ILINCx ATTACNED TO RA�TERS �- '1 � \ I I i i i I i i i N i i I i i i I � � + i \ � i i i i --I ROO� TRUSSES �-�3�� _ � � � I I � � I � INTERIOR WALLS AND PARTITIONS H/180 I � � \ ~ I / r � � - ui \ I I I I I I � I I I I I � - ►�� FLOORS AND PLASTER CEILINC�S L�360 ��4 - - I � � � O I I I I - - ^X.��--{ I � � \ I � Q O I I I / / M � �r' LINE OF ROOF v; ALL STRUCTURAL M�MB�RS ��2�� m ....i _ _ _ _ � I I I I i I u1: I I I I I _ _ _ _ � o MF �/ \ � � I � � I � I I ��Q �-�� Xt�RfOR WALL WITH P�AStER OR StUCCO FINISI-4 N/360 � _ _ _ _ _ A � i i i I i i i � i i I i i i i i I / _ — _ — _ — —1 �XTERIOR WALLS - WIND LOADS L/240 � I � / WITN BRITTL� FINISN�S e _ - - - - � - - - - EXTERIOR WALLS - WIND LOADS ��120 I - - - - - - - - - i i i i i i � i i i i i � - - - - - - - � B WITH FL�XIBLE FINISNES a • � \ � I I I I / / _ � NOTE: L = SPAN LENCsTH, H = SPAN NEICsHT ��a - - - - - - - - I - I I I � I I I I I � I I I - � - - - - - - - - �—� a. TH� WIND LOAD SHALL B� PERMITTED TO BE TAK�N A5 O.� I = 0 PRE-ENCafNEER�D ROOF TRl1 S � I I I I / PRE �NCsINEERED ROOF TRUSS = Q I T I M E S T I-!� C O M P O N E N T A N D G L�O D I N C s L O A D S F O R T N� X Q g 24" O.C. � RIpCzE � g 24" O.C. X Q PURPOSE OF tN� DET�RMININCs D�FLECTION LIMITS N�REIN, 1 I-� � — - — - — - — - - — - -� - + - + � - � - + - � - + � - � - �- - — - - — - — - — - — v � A-5 � `^ � � / � I � � \ \ - I - - - - - - - � � I �� - - - - - - - - - � I I I I I I I I I I I � �--� 4/� _ �G�� .S.�. I — - — - — - — - - — - — - — - — - f�— L I N E OF S L AB B E LO U1 �� — - / � I � \ —� LUIND 120 MPN �XP. �B� �NGLOSED PER FI�sLIRE 1609 I _ �_ _ _ � _ I I I I_I I _ I I _ I�_ I I _I � _ � _ _ � TOTA AREA OF OPE1�11NC�S ON TN� BUILDING ENYELOP� IWALLB AND / � � � �T � NOTE: THE L I � O�C � � - - - - - - --{ ROOF AREA� IS LESS TNAN IOqo OF THE TOTAL AREA CACTUAL = 4.3�'0), BUILDINC� �— � I I i I I I I Q I I I I I � IS DESICsNED AS Ahl ENCLOSED STRUCTURE. - � � � �p � -t � � ^-u�l 'S' r � DESIGnN WIND PR�SSURE PER AaC� '1-2002, �� - - - - �\� I � I I I I � � � O I I I I I I I I � I � - - Ll �1 s�cr. 6.� I x � I / I � i � � � � � �X � I � m ROO� U P L I F T = S E E D W C rt A-3.2 A � z - / I I I � N I \ - - G O M P O N�N T S + C L A D D I N C s P E R A S C E '1-2 0 0 2, �m� — I � � � z � � I I I m�� a O . � SEG. 6.5. 5EE DWCs ,4-3.2A I ^ � / I I I I I I � I I I I I � ^ � I W � � z � m N � aui�.�i�� cLassi�icariou = P�ra raa�e i�o4.� �--`� � / i i i � i i I � I � � i i � i i � \ I � a O `p C A T E C x O R Y = I I M P O R T A N C� F CT R I � / I I I I I I 0. I I I I I � I � ,� z : � , I \ � � .. SEISMIG FAGTOR lE ' 1 / I - I I _ _ _I _� _ W � � � CTO IW = I / 3) 1 3/ " X 11 "f S" I �� I D W NOW�A CTOR IS ;, �—� I —T' [3� I 31 " X 11 'T 8"� � l3 I 3/4"� " � l3 1 3/4 X I1 Z/S f3� 1 3/4" X 11 "i/8" \ �( � � D R --- --__ ----- -- �__`� l�- ..._-a---- � ------_'� ___ I � -- � - -� - --- -'� --- � -- -----._�...__ � '- - -_ . - / ML. �ADE I ML. HEAD� � -- ML. HE DER I M�.. I-IE D�R 1- __._ L. 1-I�A ER --- - � � I� � Cs OUN SNDUJ LOAD = 45 PSF i�ER FICxUR� 1608.2 � - - - - - � - � - � - -� - � - �- -�- - -l- - � - -�- - � -1- - � - � - � - � - � - � - � - - - � 0 R O �1/�r �` j� �I M BCNY SNOIU LOAD FACTORS I � �OO� ��1 1 1��F I ��1 `� EXP05URE (GE) TABLE 1608.1 w � ° W � TN�RMAL 1C7� tABL� 1608.3.2 IMPORTANGE lU T.4BLE 1604.5 SGALE: I/4" = 1'-O" � Q- O �p _ � D�51CxN S1�lOW LOAD = PF = .�IGEXGTXI) PCx � ^ PER ASCE �.98 SECTION '1.3,'1,4,�.8,�.6 + �.Z � a ., �,x,x,�� . 3�.� P5� 1 2 3 4 5 6 � USE 32 PSF � LLl H ROOF D�AD LOAD • 1$�$� 52� - D" TOTAL= 50 PSF � � � � � � � FLOOR LOADINCs lSLAB ON CsROUND) ENC�INEER: LL = 125 PSP PER 7ABLE 1ro0"I.1 A 5 �,�N E W YO .,� r �--, -��_-r _-�-r.�� -, ,- � -r---r-�--._ � �,-� � 1� i � i- ' � - I,.: i _ ,_ - " Q' �Q� �UT��,A-' �r ;�.�(;_Ti_�,,.I�1-f i�Il �i i �I i T i� I i �� I i i; ;(� ��iTl�` �i T i! � I� I�i� ��i fiT�� Tf` i1 T?-Tf�Tll I� I fl I� r T'i 'I Ti Ti �i �I i1 lrT-f��i1-TTl-�fl71-f�� i Ti 7fiT'�"I_ � � ��TCl-11�TT�1Tl�T7�(i 1T�__i! T f?T-1T1T f�ll�T I i��I I�I i 1 i i Tl ;f i� l�i 1 'i � '� I�� I T !i�i I��l�T iT i i i_��_� ,rTTf��' � ��!�?��Tl� i r��i�� i i�i f'� ��Ti I?�1�i � .� �� , � . ! i! I I �1� I�_ I i fi-rf1TTTiTi 1T-f1�f i TTI 1ri r�1 i I � � '�TI- �;� � �` �' d _� T �_� � �� w -=G-�,r11 i1-,1T1i�17i.'�.TI��Ti-il�Ti��_ if_iTii 1�i11�i ;?ii;��II71-iT-1r -irfl (-��'TI�fCTT?i i� T.ii 'iTl-1TTI�1 ii��-i�ii7lT�-i17T1i � � TTi i �, �1T � � I-fi-iTll-fT ��-r�(CTf11- -il-Tf1T �� --� �� z ==K=,`- T i?'�7T11-fT71„-fT-i"1-!T-,��Tr 'r�;t�Tl-1 �i i 7T��1�� „ �-i � �?-iTi�f�_ �,Y1T-li � I i� i I TTiTT-fT�l�lT1TTT�rTT i � I i I1-f%-i�Tl�'i7 I I 1 111 I Ti 7 i I ! _ I`�i i�TI i I 7rf �T�?T"fTTT-f!�YIT�I�TTf� _--_ _ � � _ -�_- I I I� i I � ,'_� � I� �I li��l?- i I� I I �l�i ilii ii il �i ' �� I i I i �l ;l I � I i � I I I � I� I �lii Il ll��i II I II I Illi i I II I I I I -1_ - A '� 'T�- I�'�T��m� � r-- t�"- � m �ri'�' � �� -��;,�T-��rr��i r�-rrrT��r�r�-r�i-rrn T-;nrrrn-� �r�r;r��-��T r-rrmr �r��i � �r-r�rr� �r�_rr�r��_ri r,_�Trr 7rn�r�rTnr , � r' �rr,�r�rirrrr�r_'mT�rr�,_,�- _�-_� � � �,_� �< � �-� �,- 1604.3.5 ALUMINUM. TH� D�F��CTION O� ALUMINUM STRUCTURAL -`- ��-�_ � � Y,- �� ,--„---;-r ,,- 7-�, �- - -,rT-;-�-�r,-r �-� T , -� �- T , �.�_1� � � � 3 -L-�= �-��(f?i�� TTTi Il-?TT� �. � T�1�1 I ;�1TT(�i� I i i r-'7�i 11 �� _ � �� i ii�i�fi � � � 1T�1T1TT11- T'�T-(T-fTT�1�-iT1T (i��1TT�T�Tr�I f i 7TT1�l�Tl-1T�irTf7�- TT-1T �I 1 i li 7f�T1T-i 1-flT i� � �i � �_ � �v AA A M 1. -i �� - �ri" �`i � r" i , � �i I ''7-r i � i r I i, i! i �i � I �I I � �Y�� _��- � � S^ 073 1'`_r �'� � � f r i� �I i�l I I,'� i�i l�I T'1-f i-C i T� 1 T 1 T f i��i, 7 i I 1 1 1 1 '-T-f� I I i T T i i- I 1 C�'�1 1�..i�1 1�1��i�l1�_,_ M�M B E R S S H A L�. N O T E X G E E D T H A T P E R M I T T E D B Y D -�- �-- �1TT�TTi-(� �� ; . �i �-�-i-- � �g �' `� _`�__ - �� I y� � �� i I � r r` -�;- , '-TI�i=I-17T�11�i�IT�I 1T�1 TI I I �(l�T TT 1TTf�TiTTi I I_� ��i�1 i i 17T��i,T;T _ _�- --'-�-a-� �,�r -_. P =i==��- -r-��=�-�T�� ,-�-';;;�-;�;n r- � 1;-rr�1-��rrT�T�:�rr� �,rrn-� �r �r�-r�r�rr�- � � � rrr�rrrrr-m� � '-_��_- `=��`-��"-r�ii rin_'�_�' � �� - ,-, -�r-, , ; , ��r �� -_ —�- �_'-- � ��:;�C�FESS�� 1604,3.6 LIMITS. D�FLEGTION G7F STRUCTURAL M�MB�RS OV�R SPAN, _ �� i � � � 17 i i i i i�Tf�� ! � �i l i?T I �1�TI �f !� (r(1 1T-fi T�[�1�1T1TI1 fi I ri?�f � �! � iT��TT�Ti�lTil-( � :� i� i!71-Tf�� _- 4jsV � ' -;- �rl ��. �� i I! ,; i� �! i i!�ri�, �. � I !I i`�lT7yl ! i I_�_�fi T1T-1�i?? i i TTn1�TTr-fCTrT7l T(Tl�fl-T� i� �i;�i� i� i�TTfll-TliT-f T�Tl;I � i ITT �fTT'�?-i! i i��Tfl-`i!Tf`-�� `,'�_� _;-__�_r- � �_ �_ -, ,-.-r , n �.-;--r ,--rl-r�--r. ' '-'-r �`- -('- �T --l_ - `-� -�, L SHALL NOT EXG�ED THAt PERMITTED BY TABLE 1604.3 - � -f�r^_-�,�_ _.,'� ��i 1�T?��i i�j�1T- iiT i� ,� �1Ti IT�I r-iT �_'.I I �C�i ,� �_�r��, �I i _ I iTI�T�Tf�I fT-f1-iTT1-_,r,_� i I� i,7� � � i�TiT-Ti�TT�i fCTI�Tf-f7C �I rT�i � r; � �-I I-1P 17T � =; _�-�- _a _��-�-�:��-� _�Y -r` ;,;;, , �;��,i'-f!_�r,;, ;� �i�l �� 1T-f??rTiT �i_,'��7TTf,;'�� !� �i 1? �i i i i��1T71 i i TTT�i T1T�-17iTi f �� i I i `i i, � i�_,Y� � 1T�f1-T i P�i�fCT17i�TT11T�f�-�Tr l rTRT-TI-i��T�IT� �-_#� �__ ��,- � JEFFREY T. BUTLER, p.�. � � -f_. . .__ �. � -r;Tr,� ,, ;: i�_�i ��;, i i �i �� ;i . �� i ��_�7 �� ?�Ti� ;� i � _ i �� i i� � �� T, ,'�i i 1TTi-(1Tl !T �1rTi �i Tf�i�n��l �__-il yf:�i�1T _ - � =G-_�-� t �_r--_ i � �,-,- � '� , i ; i I I I,_i 1 i i-(I�T�i,_i� i I Il i i�� I`;-�I Tl��TTi � � � i ��i i 7i-11m�!�fT1"-ii7�T1�T11-Tfll-f�fTi�(r1TfT__1?-C� 1T i I Ti C! i i _- - �_�� --'�--_-� r-�,�'-�_�_-�_- -' - _ ;-. Ti-1T-1`f? T�Tf ' ,r -� �-Ti i�l-'-f TTT?�( Tr i i Ti-1f71 i�f1TTf i Q f iT-1Tf��l �iTTiT iilT'irTiT�`�fTf?i�li-?rif�lT�i?1�1T-f T�T(?(�f1`I f-�1 '�iTTT-Pr? __�- �-_ - � _�-�-�� ' _...1 _ �r=-'~-r �; 7?rf_C`��-i n� i�7 �r,�� ;� r'�� CO1�ISTRUGTfON L S OR lUf D + Ld+g -�� - -;-�- -� -�-��_ �� -`,- , ! � � � - + LQ 1��_�- ��_.:'��_;=-�- - ,-.-,� � � l,,T�; ,rr-�,;rrT,�rrn�r rrr�rrr� ,T � ��r»_ir_�, rrr�il-rrr��r7�r-��-rmirrrrrl � � �_ ��_ ,� �- -_ -� m-r�rmTi r-rr � �'� � � - �r�r�rr�r-rrrr�r-r rn-�-rrrr-rr �- �- - _-�-_��, �-- _ �-_ � _ -t�-�_�_ r�I(�1T�' � �i .I�r 7 i I � i ,!7T1T i ir i �,. ,I �i T�� 1�C`T�f f 7, i i ff_ � � �. � 1T�� T�7TTf�TTTTI-i � I Tll-Tf-'-l�'�-,-,;rr-1 :.�� _-�_ _ -_ --�_.-_- Q - �- �-�- � -�-��_�_'- `?i�;i-IT�'i � !� � :i � �TI?l-I I-ITfi�i� T�l l�!�T i �ITfTTi?I�( .4 i TI-�i�i 7T7i ri Tf i i��T i�?;T�iT1T�i-r�T�1T71�1��m 1T 7r1�f17r IT^�-Tr1i--�,��-il-�-�- _- J=,'- .-�- -�-'+ C�UTTER _�.-�; -�-� �M-_ �� ,r- �� r _ -� 1 � i -T, i ��T� �j-r � � -- - 1-'-"i�_� RODF MEMBERS: _-k= �_- -�.;-�_,-�-��_ _�-�r `1��f?�� TITTi TTTf �i �I i I�_ !T �_:� I i1 '�..i ��, I C7TiT Tr!I�T-TI-TI i� TTi�i i��l �I i ITTT71-Trl I I T I�l-fT1T:�,i7 i fl� '� -=j � _ ��_� -��.�� MEMBERS SUPPORTINC-� MA50NRY L/�000 - - _�_�-��_��--�r=�C�� --�� _�i T�7�� I-1�'?�i"�? �I TT i i�?;T�TI �TTI�1T- �� I?�1�1-C i � I 1-1Tri 1�r i 71 1'T�1�( i-fTTl-TrITT1�1-fTl i InTI�T1IT�T i1 i111 lrr�f I T� -- _ -�-, - -' -� �C�'-��-' r. --r �� II�-;?r . , „ �li-TIT�II �'' l�Til�ll�Tr � ' � �- � �_-- -�,_-;- '- ri-,-- `1-��7Ti1 �li; fT7TT1�Pl-fTl'�1-�?Ti 1?-1-i ii � �-TI�T � i i r i-TTT�11-��' �- --� _ 1 -`� -J� SUPPORTfN� PLAST�R CEILfN� Li36o L/360 Li24o _�� _��=i �= r= � !1p�i i �i riT �;riT 1�i,I��_I� ! � -11�1 i T1TiT�ITTi7TJ1T�i i�??��"�`l1�(i�TTT�71T 11�f1Y 11 TfTi-11�1� � �1��11�Tfi�i i 1TCI iT11- _ - -1 - � -,_,� � _�-�_�� I=,- �-'__.�� i , i i � �� -- � - - -�- �-�-_=i�=-1 O / 60 /360 /240 �-' -�-_I-�'r-�� _` �-�_- �--�i� , i i I i, I� i I I Ti-!�T I I Il�(T�i i I _� 11�T] _i, I i i � � , !i i I � I ! I _ !�_;,_� - �_ - _ � _ -r._��, H SUPPORTIUCx NONPLAST�R G�I�INCz L 3 L L - _ - - - -�-�--�r� r-~-� _ � - - �l� -- - �-,-' r � � � -� � _ _- .. � � �- _ �� -�} _ �-=�-�- � � �-�m�.� �r� � � -��T�-�_ _,� __-� �_ � _-,--� B � � NON SUPPORTING G�I�ING� �/I80 L/180 L/120 =�-� _ i i � i ,�T�i?r i� � � ;� - _ -t--�� .'�_ �---� � ��;-'r= - � -�- 'r i;IT 11-�i lT i�i?I I 1 I i I i i I�fif! �.i1 T%�-(1 I i � I T _ �TfT!il�fTTi- i�f i T�TI 11�T11 f Cl TIT�I-T�11 I� i I IT�� i-i? I� - �_�_-� -�i.- � �� -� �- -��-�'-� C/� �1 _ � �� _ - _ _ �r �� _�__ ;Y�r�T r�r-rr��ir�rr7��r��rl�r, �, �i m�mr�r� nrmr-rni�rm��r ��r-ri�r�rn7� _ -7==;=�_ - --� --� - _� -- ��- �, � I- -- _��-�_- '�� _r r� i I I l�T i i I�P-1riT�I771-Ti-i � � �i II'T�(-7r.�IT1TIT�T 1TT �I IT7i-fTTT71-TTTI� �� I Tf Ti i i I!71-1 T1T _ _ -�_ -1-- _ � _ �_ -�� _ �� Q EXT, WALLS t INT, PARTITI01�15 � � � r, i , 1iTiTT�(�T�'�iT�1�fTl� TCi, I iT�'�TT�� -{ �- - - �_--5 Q � uj WITH BRITTLE FINISNES - L/600 - = -�=�__ ��_--- �'- � 71-fTTll � ,�� !� � -T I _ - - - --��~ � � ��_ E_ �� i -�--_�-- - � - -I - �'TT�` �_Til�T1Tl� 7TT�1'7T i T 7i i I P i CTrT�(nTi�1TT1 i T �I i�T:i T�11-f i ��_ J_-�-�_ --� = � _ -,_--��_ �+ '4 �.t� fQ } . �- F-j_ �__ F- -r___ t-_ - r., � , - � i I I ��I � - - _ �_.�� U11tF-I FLEXIBL� �INISI�ES - L/120 - _ � � �� - _�- �r�r�r��i�r� �� m: ;�m 7��r�� ,�rrn� � � � � � �_� - - - __ - - - - � �- il�l iTi i I I�11�T�Tf �I 71-IT�I I � Ti IT ! I �I �T�Ii-TTT�1i lTl Tr - -�_ --�--�- --� �-� _ --- - - ; ROO� SHINCxLES � `�' � � Z O � �� - � - _ _ � - �- = r= ,=, - _ _ _ _�--'� _ = -_ _-�- - � _ 3 tY _ � � ��, � � C� �' � �1T-iTT�ii i� � i� i i '7Tli I�ITT1TTfTf� 17T�ff �1�TT� -�- � ; �_,_ , a a '_� '-�-- � � '� i i i � I i i 1171 Ti�l� � � i ^ � r-6 / I�-O°- � - - - - - - � J �_ �6" / 1�-O"_ - - - �- -- O �_- - _ - E- -� - �-`1T-1TTf 1T-I i'��IT7i-TTT�?; i �-(T ,�T�1�11�f . � i - -�- _�---a - , _ � - , _-�- _ �-- � � Q � 'd fL 1605.3 LOAD GOMBINATIONS USING ALLOWABLE STRE55 D�SICsN. , 1 _ � __ - '- - _� �-i `.--- �_, ,i '�� , , � - T'--�- _ -�T = - _ �_ �� _'�_ �- - J �� _� O Z Z � �- N _� _ _� -�- -�_-��'- - ��1 ll I I I I i' I' I I �Lil �11!.I L '_U_1l1LLI�LW1_11J1 I L_I I I I I�_I' I I I L I I LI I I I I i I Ilill!�i111111 � - - --ti=;__ -a-- --- - = � '-� , ,- =i Q O � 1.0 Q � 1605.3.1 BASIG L0,4D COM8INATIONS. '� A-5 -� _ �-� �- �� --�- - -� _ -_ � � � WLl' � �� i; � �� .I �I� ..�I.�� L1L�Lll � _ � � ; _ _ �_ - _��-�_ �_' -1 _�_ ��=--_- - -�� _�__ - �- - _ ' ! � I ' i I I I I I I i I I I I I I I I l I I I I I I I I I I i_LLLW11-1!.LLt1 JJ_LLL1�11LL1�1J11Lll_ �-; = _�__�-� -- --�-- ,,/ � WHERE ALLOWABLE STRESS DESICYN IWORKINCx STRESS DESICsN) AS -'- -_ __ _ r_ _� - _ � -- �JLIiL'1L_L�J_1L_�'�1LLi Il II I I I�I i I II I I I I II I I I I I� I I I II II I I � i I II II I I I� LI I I - -j _ �� _� w � l7 r �4 - -� ��-� _-� _ � 4- - 1u �� wL�� 1�u�1L � � � WLu_u_ � - _ _ _,� _,_.� _ ,�►y� � p p O PERMITTED BY THIS GOOE, IS US�D, STRUGTUR�S ANp PORTIONS =-- - r _- r � I � I ' I' �.L ' �._Jll 1llLLL1LJLILLI.�L_Ll_ - � -- - - -�- --� `� � . _�_ �J_L_L11�1ll._ll_1.11LL1._�LLL� W.11 I II II I II II II I IJ_LI U I II II II II II TH�R�OF SHALL RESIST TH� MOST CRITICAL �FFECTS RESULTINC: - - �-�r - - C - - !' �LL1 �I I I 11 � ; �I�Y11�I !i_� i I I �J I i �;_J I I,I �i I I I � i I I I I I I I I I Ii I I I I I i I I Ii I I I I I I i I I I I I i __ �_j- -- - - � -��_ _} Q U 0 N �_� �`-C �r- � - �- - - " 'L;'r1W I� I I I I �I I I I_I_jJ I� L II I� I I II I I I I � l i I I IL 1111 ��i.i1��1L,iL1L1LLLJ1��LL_l i I I � I I I I � I� 1 I �I I I I jL -- _ � _��- � � � � c�l FROM TN� FOLLOWINCrt GOMBINATIONS. . _ - - - - � - � _ - - - J_L�u__J11a�iJ_L11�11.1_L11J1 I i II '�I II LI_L,1,_�Lll �� W1U1��1J11L1L111LL�11�11L�1� � ��- �- � _- -4�� + r 1 O � O - - -- � _ - - � � � � il � � ii � � ,i � � i ii -'- ' - -- - — O V � � � i i i i iu �i i,_;_i �i ,i �i i i i i i,�� i i �_ i i i i _L�LI��_��LLI��"_1" i�i i�i� i, i i i i i i i i, i i i i�;i i� -�_ �-�'i � '- _� � �_�_ -- �;- � lJ � V � -- - - -�_-_-Z- ;r=,-- - _r � 11�111a_L_11J-LLL.'�!J1!'!'' 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Q 9' - 0" � 9' - 0" L/� F--a -- -- - � 3/4" AZEK GLAD HEADER 3/4" AZEK CLAD HEADER O � (] � � � } DOUJNSPOUT = - O - Q�� QI � � � � � DOLUNSPOUT � ►� � Q � � � � � Oz Q 4 �o�� FIBERCsLASS GOLUMN °' W a w � �- COVER lT0 MATGN 10" �IBERC�LASS COLUMN � �XISTINCs COLUMI�IS) COvER lT0 MATCH _ W U O r � EXISTINCs GOLUMNS� � - . . : .. . .. .. .. .. .. . .. . .... ...... .. .. .. - - _ Q _,. ,.>...,...:,.... . _ s I � � . , � . .. . a . _,. � ,... . ,. � .,_ � � � N FN. FL. O FN. FL. 0 , � .x. 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HDR. , i — — 9� _ �� (3) 1 3/4" X 11 �/8" ML, i-IEAD�R I I T.O. HDR. I I 9� - O�� 10" FIB�RC�LASS COLUMN COY�R � ' O O lT0 MATCI-{ �X15TINCs COLUMNS) I I ' ' PRE-ENGINEER�D ROOF TRUSS ' I I m m 4" P.G. SLAB ' � Ou ��,�DE I I (3� 1 3/4" X II l/S" ML. N�ADER � � I � —.—.— — . .— — — — — — = — , — — .�- _ � � _ _ <. . � . _FN. FL._�1 .. _ ° 0� �� p S" THK. P.C. WALL ON . . 'e: • a,' T� � . - - � • . , .<�: ""� °"�� _�. . P " .. �a °�° —m—P a.a 9. — — —,I�`— � --�= �^.=a=a' ,�. -. — . — — —a4,— a Q � - • � . . . aa .. ' . " ' • ' ' `4 .. . ' � � . . ' . d . . • " y , °.�� . � . T,�B � ' �- �� . ,e. ' _ – S" X 16" P.C. �OOTINCs - - ' J.: - ;• .�`Q° ° ' °4 , , . � •,� • • .. - �?�f .. y�d � �,, �,:,I '_. ' • - - -, °�. • �<", ^� . ° -�< - . � � � ¢e � � .- Q . '.- . . <. ' • °� ..a • � � _ � • . . <. a a . .. • � . . � . - a: . ° . a . f• .,'- . •� <•� � � . . . �a� a. ' ' .. . .. . -a' � . ° ..a-6 �. � ad � d � � � . . . 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D�T,�I� '� ��,�l��i� TO Tfi�I�SS �� .�` p - . . _ � �... . . ., . e . � .- : � . . . � , � �. . .� . � °-. . 6.- � . .. . �.: . . : . � -. � .� . : �. . a .d a . e ; . . �.. . -. - .: . , � . .. . . . . . - -.— :: : �. . -3 -s� �� .a :� � ::. . ae � .a. � ��. e-e.. , „ ..�-�: �:--�_._ � � U � scA��: i v2" _ �'-o�� `� � � W N a � r � O � S�GT 101�1 1 � � � • W � � X 1 SCAL�: I/4" = I'-O" X U.1 LL oz � � Qo o � � 6-- H n' � - 6//��:�„ TYPICAL RDO� GONSTRUGTIDN /�'O" TYPIGaL ROOF GONSTRUCTION �-�I � O ROOF SHINCYLES - _ _ _ ROO� SI-IINCsLES � ._ 30� ROOFINfs F�LT � 30" ROOFINCs FELT � 3/4" CDX PLYWDOp ROOF SI-{EAT+-lINCx , , 3/4" GDX PL7UJOOD ROOF Sf-IEATI-IIN�s PRE-E1�lCsINEERED ROOF TRUSS � 24" O.C. A 5 I PRE-ENCzINEERED ROOF TRUSS m 24" O.C. � 5" ALUMINUM OCs�� CsUTTER � � 8" ALUMfNUM OCzEE CaUTTER TO STORM DRAINACsE SYST�M � f— TO STORM DRAINACz� SY°vT�M T.O. HDR. �� ' 3/4" AZ�K FASGIA T.O. HDR. �� _ _3L4. AZEK FASGIA �/ c�� — — — — — — � �� - � � ` 1/2" SI��ATHINCx W/ SEAD BOARD GEILING ' ' �' � I/2" SI-IEA71-lfNCa lU/ BEAD 80ARD C�ILINC� 9 - � 3/4" AZEK CLAD HEADER I " 3/4" AZEK CLAD HEADER ENGINEER: — f3) 1 3/4" X il Z/8" ML. H�ADER (3) 1 3/4" X 11 'i/8" ML. HEADER ' �1E�N Y � _ O� �UpOq,f i i - — — � � 1/4" X 6" X 10" B�AI"i POCKET I/4" X 6" X 10" BEAM POCKET '�� ,� c�` i i �.��cQ � � �d i i � w ,�'�s�. ul i i � -� �'�t p.-.�\�� z `" ';-� ' i i r- .� �� C? i i T54"X4"XI/4" WITN 1/4" BASE c� �"' �v � � PLATE AND BEAM POCKET, �' g� O i i s��° O f-ES`'��P•• � I I � 4 JEFF�BIJTLER, f'.E. 6, � � 10 FIBERCzLA55 GOLUMN C01/�R A-5 i i (TO MATCH EXISTING COLUMNS) p I �� 6�� i i 10" FIB�RG�LASS GOLUMN COV�R ?YPICAL ROOF GONSTRUGTIDN � /�'o" H � � � fT0 MATCN EXISTINCs COLUMNSJ Q i t � „ ROOP SHINCsLES � , � � 30" ROO�INCz FELT I I Z I � / 3/4F" CDX PLYWOOD RDOF SHEATI-IINCx O i i i i � � PRE-�iNCzIN�ER�D ROOF TRUSS g 24" O,C. I � I I 8 ALl1MINUM OC�EE CsUTTER � i P.C. SLAB. 4" Mli�l. P.G. SLAB. 4" MIN, �� i i � � � � � � TO STORM DR,41NACs� SYSTEM � � z — � T.O. HDR. � � � wn �,�FN. FL. , � FN. FL. � � � ��— � —'�- . � � — . . - — — — — — (3� 1 3/4" X II �/8" ML. H�AD�R �' � � 9� - �° � � � � � �i/ Q - Q - • — ' . .• a GRAD� _ .a I. -- ' . 'ii °.ii : � a GRADE �� _ O�� I I w a � = � Q� �.. , � .: ��.� �•i, = u° 9 : = - I— I —_ e �: . —_—_ _ —I —I �a- .�n:e_'i�;.�.,. — — P.C. PILLAR BASE TS4"X4"XI/4" WITN I I � O O z Q� �- �p O _— I—I I — ^.��•� I —_= O _—_— "a�; ,.J•o a�:a�:�< —__ _ 1/4 BASE PLATE I I O `.'U � � Q d � N - - — - �� N - — - � d � — - o , , , V1 u � r � 8 TNK. P.G. WAL� ON M — ( —I � ` — I— 8" X 16" P.C. �OOTINCs — — .,< . " ' e, — — m I I a� � � � � � � - — — =< a: — - • . — — . a; o., a . — = n �� ('� � -___ e I—_ � — — - 4 P.G. SLAB ON C�RADE I I 8" 7HICK X 32" X 32" [—� � � � � �FTG. — — — =I� — e , -< . " — P.G. GOLUMN �OOTING _ _ FTG. I I _ V 4� U ,� -6�,— — — — — — — — 3, 6„ � � FN. FL. w `� � �I��—��—� � —I � � —��—�� 24�� I — — — � _ �� - ' " �° . . o . � < 8 11 24" X 24" P.C. PILLAR BASE ON — —_ ; : : -°�' — — — — — —_--- --_ — � \ 0 � U , , l�o" 32 32" X 32" X 8" P.C. FOOT I NCs _ _ _a: .a a . _------ --— I —_—I —�--�—� e`<a;a�• • I — �_ �i � F�-� � = � � =I------II I------ I — _�— -��m�a p =-�1�—...-I m m FTG. w � .. — — — —� �— � —1 I 1= �� — � —` — — —� —I -3' - �i" � U�1 � - - - - - - - � O Q 3 UJ,�� S�CTIO1�! 1 � UJ�4��. �a�CTION 2 �A��: �� _ � �� 2 S�CT 101�1 2 : sca�.�: ir2 = i-o sca��: in i-o SGALE: I/4" = I�-O" � a � � � c�i T � T Q N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINA�SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IIN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ,u ��'P `P�tC�7�1��i�l'lFE'> �'�C�(.�i I��J . G��'�i�.� ��tc.c��S ��( �J� ��.��(�c�� ` � %� - ��'�QL� ..._. �� SFGTION 1905 - GONCRE?E QUALItY, MIXINCs ANp PLACINCs SECTION 190�.6.5 LOtU-�,@cNGTH 1"E9T RESULtS. TNE fNYES?ICsATION OF LOW-�TRENCstH tE�T RE9UL75 SECTION 190'i -pETAILS Of REINFORCEMENT 5�C1'ION 19C1,'1.2 P12FCASt CONCRETE (MANUFAGtURk"t� UND�R p1.,4N? CQN'rROL GONDITION�). TN� 22.6.1.2 - Retnra,•�.•c�ment shall be provided es follows: SN,4t_�. �E IN aCGCRUA�C� WfT�I tNE f'ROYfSIONS OF S�GTIpN 1905.6.8.1 TNROUCsN 9�CtI0N MINIMUM CONGRET� COV�R FOR REINFORGEh1ENT IN Pf2ECA5T CONGR�TE MANUFACTUR�D UNDER (a) Vertfcal rQlnir%f�:ement oF at leaet 0.20 equare fnch (129 mm2 ) in croae-secttonal S"GTION igQ5�1 C��N�RQ�. 7N� R��UIR�p S7R�NG7�! ANp pU�A�11.ItY OF CONC12�7E SNaL� �� 1905.6.5.5. 3�GTfQ1� 19Q�.1 1-IQOKS. S1aNpAt2R NOOK6 ON REIh1�ORCINCs �ARS USE:D IN CONCR�T� GONSTRUC710N PLaNT CONTRD� CONt�I7fONS SN,4L� GOMPLY WITN ,4Ci 318,S�C710N 1.�.2. erea ahall be pr�:�rtc�led corittnuously from aupport to aupport et eech corner, at eech aide p�TERMIN�D 6Y G4MPLIANCE WItN 7HE PR�PDRTfONINCx, tEBTIHG, MIXINCs AND PLACING SNALL COh1PL7 WItN ACI 318, SECtfON 7.1, of each openinc; �'�nd at the ends of walls, The conttnuoua verilcal bar requlred beaide an I I .I.I TNf20llGN 5�G710N 1905.13. S�GTION 130b.6.5.1 �'r��C�+t1i1t7N. IF ANY STRENCxTN T�ST lSE� S�G710N 13C5.6.2.4)OF 1�1S�FtAtORY- S�G71ON 1901,7.3 PRESTRESSED CONGR�T�. TH� MfNIMUM C0�lGR�1'� GOYER FOR R�INFORG�M�h17 openir� ie p�rm�"er� to eubetitute for one of the two No. 5 bsro requ(red by 22.�u.6.5. PROVISIONS O� SECT ON 9C5 CURED CYLiNDERS FA�LL� :3��OW 1'NE SPECI�I�D YaLUE QF F�C 87 114RE TNaN 5p0 PSf (3.45 MPA) S�GT(ON 1?07.2 MINIMUM E3END DIAM�tERS. M(NIMUM REINPORG�hIENT Bi=ND DfAMETERS UTIUZ�D (N IN PRESTRE55�D CONGRET� SNAL�COMPLY WItN dGl 318,S�C71pN 1.7.3. (b) HoNzonta� rf+irf.nrcemer�t. dt least 0.20 equere inch (129 mm2 ) in croat-sectlonel 5EG710N 1905.1.1 STR�NC�TN. CONGRE7E SHALL BE PROPORtiONED TO PROYID� aN AY�RA�zE 15�E 5EC710N 1905.�3.3, i1.M 2), OR IF t�StS OF FI�LI�-CURED GYI.INDERS INpfC,4TE DEFICIENCI�S fN GONCI�E7E CONSTRUCt(ON SNALL COh1PLY WITH ACI 318, SEGtION 1.1. area ahall bs pr�:�stdsd: OM �alvE BTRENGTH AS PR�gCRI�ED IN B�CtION 1905.3,A8 WEI.L a8 SAtIBFY tN�DURA6fLl?Y i'ROTECTIaN AND CURIN� +'.:�E �ECtfON 1905.6.4.4), ST�PS SHALL 8E tA1C�T1 TO ASSUR� tHAT 7N� S�GtION 19C�.1.4 8Uh1ULEp SARS. ?+�� MINIMUM CONCR�'i'�COY�R F01? BUNDLED 6AR9 SNALL Gonttnuouely at «iructurally connected roof and floor levela r�nd �t the top of welis; C PRE C�217ERIA OF 6EG710N 1904, CONCREI'� SNALL SE PRODUGED TO MINIMfZE FREQUENGY �F 5TRENGTHS LOAD-C,4RRYfNG GaPAr='T`t" 0� 7H� STRUGI'uF2E (5 NOT JEDPQ�2DIZED. g�GTION 1901.3.2�,�pf NCs. 1H�B�NDINC� 0� R�IN�ORC�M�1Jt SHALL GOMf'LY WITH S�C710N 1901.3.1 AND GqMPLY WITN ACI 318, SEGtiON 1.1.4. wallt�bottom c>I' load-beartng walle or tn the top of foundet►one where daueled to the �ELOW P'C ab PRESCRIBED IN S�CTION 1905,6.3.3. FbR GOhtCRETE pESIGN�D aNp C�NStRUC7ED IN 5EGtION 1901.1.5 GORRG5(v� ENY(RONMENT5, fN CORR051V� �TlVIRONM�PltB OR OTNER SEv�R� At a m tmum ap:a;ing of 120 Inchee (3048 mm), ACCORDANGE WITN TNiS GN�PTER,F'C SNALL NOT�E LE�S TNAN 2,5t.�C P51 (11.22 MPA). SECTION 1905.6.5.2 COR�TE'�7S. I�TNE L(KF1(NOOD OF LDUJ-STR�NC�?N CONCRETE 15 CONFIRM�U AND C�4LCULA710N3 (NL��r�1�7c 7NAt LOAD-CAI2RYING C�4PaCiTY IS SIGNIFICANTLY R�Dl10ED, BECT�ON 1901.3.1 COLD B�NDINCs, REIN�ORCEMENT SNALL 6� B�NT COLD, UNLE85 07N�RWI6E EXp05URE CONDITIONB, ?NE AMDUNT OF GONCR�T� PR07£GTION 5HALL SE SUI7,48LY INC�EA5E1�, Reinf rcertv �t �t the top and bottom of openings, where ueed in determintng th�s .-�- � aN tH DEN5ENE85 ,4Np NONPO aSitY o� t�� OTECIING CONCR�'I`E SNAI.� SE CONSIDERED maxtm m� a�tn� ��.�ecified In Item 3 sbcve ahtatl be c n SECTION 1905.1.2 CYL(ND�R 7E51`8. REQUIREMENtB FOF2 �'C 5NA1.L 6E 6a6ED ON TE&T5 OF C7LfNDEF25 T�5T5 OF CORE� Df�1LL�:�r�UM T�4E AREa IN QJESTIDN IN AGGORD,4NCE WI7N ASTM G 42 19 PERM(7TED 61' 7NE R�G�6T�RED DE�IGN PROFE551DNAL. D E R PR , , o ttriuoue in the wAll. MaqE AND TES7�p A5 PRESCRI�� IN 6ECT(ON 1905.6.3. PEKMI7Tf.p. IN SUGN G��:w, THi2�� C�REB BHALL BE tAKEN FQR EACH STRENGTN TE87 MORE tNAN OR OTNE�2 PRO?�GTION SHAL.1. �E F'ROYIDEI�. 1908.1.15AU 33%. �ect�on 22,10. � �00 P5( 13.45 MPQ) S�i�+:� T�IE SPECIFIQ� Y,4LUE OF F'G. SECTfON 190'1.3.2 �MBF�D4� 12EfNFORC�h1ETlT. R�INFORCEMcNt PQf2t(E�I.LY �MBEDDEp fN GONGRE7� Delete ACI �s18, ��etion 22.10, and replace with the followln9: 5�G710N 19Q5.1.3 8,4515 C� F�C. UNLESS pTN�RtJISE SPEGFIED, FG SN�4LL B�BASED ON 2&D,4Y SNAU.NOT 8��IELD B�Nt, �7cCQ't aS SNOWN ON tHE CCNStf2UC?ION DOGUMENI'S Di2 f'�RMI71�D BY 5EGTION 19Q7.1.6 �UtUF2E EXTENSIONS. EXF'DSED f2EIN�Of2CEMENT, IN5�f2T5 ANU PLA7E5 (NTENDED 22.10 - Plain co� sr�te tn structurea asaTgr�d to Ssiem�a Dsetgn Category G, D, E or �. t�STB. IF OTNc4 tNAN 18 Dfi.YB, ?E5t AGs�FOR�'C SNl:l.l. �E AS (NDfCAT�D IN CONStRUCtlOhl SEGTION 1905.6.5.3 CG�;:�it;s.N OF COR�S. IF CONCR�'tE IN TNE STRUCTl1RE WILL 6E f�RY UNDER tNE i2EGISTERED D�SIC�N f'ROFE5510N,4L FOR 80NpINCs WI?N FUTIJRE EXTENSION5 SI�,4LL BE PR07EGtEp FROM CORf�0510N. 22,10,) - Structur ��,s aeafgned to Selsmic Deslgn Gategary G, D, � or F ehall no! have DOGUMEN7S. 6�RVI�� GGNpITIONa, C��•=:�8 SNAil B� AIR DRI� AT TEMPERATURES BEtW�EN 60 F (I6 G) AND elementa of stri.! tural platn concrete, except as followa: SO F f21 C) AND R�L�:"'I�w HUMIOIT7 L�68 THAN 60 PERC�N7 FOR SEY�N DQY6 SEFORE TES?INCs $E�.LIQA1.19Q1R4. 5l1RFACE CONDI710NS D� REfNFORCEM�NT. TNE SURFAC� CONDItIONS OP SECTION 19C1.1.1 fIR�PROTECTfON. WNEN TFIIS CODE R�QUfR�S A TNICICNE55 O�COY�R FOR FIRE Structurail plain �ncrete besemeni, foundation or other walls below the base are � ' CsAT COUGRETE. IU�lEF2� DE51G�N CRIT�RIa IN dGI 318, SECTION AND SI�ALL Sc TEST�R �`<Y. 1� CONGRETE IN TUE 6TRUGTURE WILL SE MORE TNAN SUPERFICIALLY UJET FZEINFORGEMENT SNaLL COMPLY WITH THE PROYI510N8 O� SECTION 130�.4.1 TNF20UG4� SECTIDN 1901.4,3. PROTECTION GF2EATER THAN TNE MINIMUM GONGRETE COYEF2 SPECIF(ED IN SECTION 1901.1, SUGH permttted in ��,.�rhed one- and two-f'amfly dwellinge thre�s etariee or leba In hetghti S�GTIDN 1905.1.4 LICsNTI.JEICaNT ACrtCzF2E E 9.5.2.3, 6ECtION 11.2 ANtl 5�C'fION 12.2.4,PROY(pE FOR U8� 01� A Si'LIT7INC: TEN61L� 57RENCs7N YAW� UhDER SERYIG� CONC�It;C�>15, COfi2�S SNAI_I_I3E (Mh1�R5ED IN WAt�R FOR A7 L�457 40 HOUR6 aNp CxR�TER ?NICICNES9 SNALl. }3�US�D, coristructsd wit+�^ at.ud-bsaring walie. In dwelilnc�e aeetgned to Setemte Dealgn Gategory D OF CONCRE?� (FCt), LABORATORY t�3t5 SNALL BE MaDE fN ACGORDANCE U11TN A87M C 33C3 t0 ��t�STED U1ET. BECTIDN 19Qi.4.l COA71NG8, AT TNE TIME GOt�CRETE 15 PLAC�D, REINFORCEMENt SI�ALL �E FREE or E, the hetgh. of the wall shall not excsed 8 feet 12438 mm ), the thicknesa ehall not E51'Af3L15H tHE YALUE OP �GT CORRESPONDING T� TH� SPECIFI�D Y�LUE OF ��C. �ROM MUD, OIL OR Oi'+��R t�ONM�TaI.LIC COAtING6 THAt DECR�Q&E BON�. EPDXY COAT(NCxS OF $�GLOt�19a1,8 SPECf,4L REINFORC�FIEN7 DE7dILS FOR GOWMNS. OFf6Et 6EN? LONG17UaINAL be S�G710N 1905.6.5.4 T1�5T f'�:��.11.1`S. GONGREr� IN AN �a��.4 R�P�2ESEN7�p �r CORE t�5T5 S�4AL.L �E ST��L REINFORGEM�NT IN AGCORDANG�lU(TN aCl 318,SEGTION 3,5.3.1 ,4ND SEC110N 3.5.3.8 f5 �3.4R6 IN GO�UMNS ANp LDAp TRaNS�ER IN 6TRUGTURAI.. 57E��.GOR�S 0� GOMPCS(1'� lese than �li? in<.:hF:s C190 mm), and the wall shall retain no more than 4 feet (1219 mrtJ SEGTIDN 1905.1.5 FI�LD QGGEPTANCE. SPLIttING TENSILE 5?R�t�GTN 7E8T5 5NAL1. NOT SE USED A5 A COK5IDER�U 6TRUC�U�?r�:�Y ADECUATE IF TF�� AYERACf�G'� TNREE COR�S 15 EQUAL TO AT LE,4S7 85 PERMITfED. CpMPRESSION M�MB�RS SNALL GOMPLY WItN TFIE P�OV(5�CN5 p�ACI 318, SECTION l.P�. Of unbal�3nced i�ll. Wdlls sh�ll havc? refnforcEment in decord8nce with 22.6.ra.b. � U SQ51S �4R �f�l.D aGC�PtANGE 0�GONGR�'i"�. P�RC�1T 0� �'G AND I� t,.? 51NCsI.E CORE 19 LE59 7NAN �5 P�RC�Nt 0� �'G ADDItIONA� ?E81'ING . � CF COf2�8 EXTF24CTE:� '��:>i�1 LCC,4?IONS REPR�5EN7�D BY ERRATIC GDi2c STRENCst4+ RES(1LtS IS S�GTfON 1901.4.2 Rll�7 OF2 MIU. &C,4LE. FJCCEPT FOR Pf2ES7RES51NC� 7E:PlDONS, STEEL F2EIN�OF2GEMENt $�CT10K_L`�(?1<� CDNNECTION�. CQNN�CTIONS �E1'W�EN CONC}2ETE FRt1M(NG M�M8�R5 SN�LL leolated foc>t.inc;s of plain concrete aupporting pedeetale or columns are permttted, a $�C7t�_I�11aA��LEG710N O� GONCRE7� f'ROFORTIONS. CONCRE7E PROi'Oi�TICNS SNAIl 6E f'ERMITT�D, IUItN RUSt,MILL SGALE OR A COMBINAI'ION OF f30TN, SNALL 6E GONSII��:ED S,4TI5FACTORY, CAMPLY lUitN TNE PROYISIONS 0� ACI 318,SEGTION 1.9. provfded th�� ;:�•�,Jectton of the foottng beyond the face of the eupported member n�i"ERMfN=� IN ACCORDANCE tUITH tHE PROVISION5 OF S�GTION 1305.2.1 1'NROUCaN 9ECTION 19�5.23. PRDYIDED 7NE MINIMUM DfMENSiDN5, INCLUDING N�I�Nt D� DEFORMATIGN� QND tUEIGu7 OF a HANp- does nt�t excE fd �.he footfng thlc�Cnesa. S�Gl'ION 1905.6,5.5 5?RE',.':�T'N EYAWAtION. IF TNE CRItERI�OF 5EG710N 1905,6.5,4 QRE NOT MEl' AND IUiRE-SRl15NED tE�t SPEGIMEN, COMPLY WI7N aPPLIGABLE ASTM SPEGI�IGA7(ONg. 5EE SEGTION �CtIDN 19C1,10 LATER�L REI*!FQRCEMETIT FOR COMPRE5510N MEM8ER8. LQT�RAL 8EG710N 1905.2.1 Cz�NERA�. PROPORTIONS OF MAt�RIA�S FC'R GONGi2ET� SNA�� 6� �StAf3L15N�D TO IF 7�1� STRUGIURAL ADi�t.�l14GY ��T1AlN5 IN DOUBT, t1�E GODE �TIFORG�h1p�lT OFFfCIAL 15 P�RMITt�D 13J3.5. R�INFQRC�M�A1T FQR GONGR�1'� G�MPRESSION M�M��RS 9NAl�COMi'LY UJITu 1'+�� PROYISIONS �xcepttor: In c�.:'tac��ed one- and two-family dwellinge three stories or lesa in height, the �,�py��: TQ C�D�R A STREMGI'f� `"�'4LLIATIRN IN AGGQRDANGE IUITN AC( 318, GNAPTER 20, �4R TNE O� ACI 318, SEGTION I.IC. proJectfon cf �{�e foot(ng beyand the face of the euppoN.ed member Is permitted to QUESTIONABLE P0�1`IOt� Cc tN� StRUC711RE, OR T�KE QTH�R dPPROPRIATE AGtIQN. SECtfON 190'1.4,3 PRE5TRE881NG 7ENRON9. FRE6T(��58fNCs tETlDONS 5�f�,'.L �3�CL��4H AND FREE 0� exceed the fe;�ting th(ckne9s. I. UJC3RKAA(LI�Y AND GON�u157EhGY 70 P�RM17 COhGRE7�t0 B� U10RK�D REQDIL'f INtO FORMS AND OIL,DIRT, $GAL�, PIT?INCx ANp EXG�551YE RU6T, t� LIGNt GaA71NC� �F Rt`vt IS P�RMITT�p. S�C71PN lga'1.11 �.Q7Ei2a� R�fNFORG�i"1�NT FQ�'i F�EXURAI.. M�h1�ERS. LaTET�I. R�INFORGEM�TJT AROUND REINFORCEMENT UUC?�t2 7NE CCNDItiONS OF PLAC�MEN7 70 SE EMPL07�D, WITNQUT SECtiON 1905.1 PRc.Pfi��'A�;IpN O� �QUIPMENT AND PLaC� OF D�f'OSIt. PREPARAtION S�Of2E �C� CQMPi2E�510N RE(NFORCEMENl' IN CONC12ET� �LEXURAL MEMBEF25 SNALL CCMPLY WITN 7N� P181n GOnGret�iDc�tin9s eupport(ng w811s 8re permttted, provlded t�e footings have et � CQNCREI'E PL�G�M�N'f �ia,�,LL INCLUpE tH� FOLLOJJINCs: ��I1QI��47<�a i'LACING REINFORG�MENt. THE PLAG�MENT 0� GONCR�;F2�INFORGEM�NT SaALL Fi20Y1810NS OF ,4CI 318, &ECtiON 1,11. leaat two cantb,�oue longttudtnal reinforctng bare. Sare ahall not be emaller lhan No, 4 and SEC�R�GATION OR cXCE&51vE BLE�DIUCs. M Y WITH THE 420VISIONS OF SECTION 1901.5.1 TNR011C�H SECTION 19�C'I.8,4, ahall have a tc:r�l area of not leea than 0.002 ttmes the rosa croes-eectional area of the , \ CO P� P 9 2, f2�SIS7,4NCE 70 SP�CIAL FJCP08t1F2�5 a5 i2EG2UIR�D BY S�CtION 1904. I. �CU�PM�Nt �OR MIXIN�:. �ND 7RAN5POf2?fNCs CONCR�7E SNALL B�CL�AN. 5EG?ION 19C1.12 S+�f�INICAG� 4ND tEMP�RAIURE R�fN�ORC�M�N7. F2�W�ORGEM�N1' �OR SN�INK�4G� foottng. �or fc��atfnga that exceed S inches (203 mm) in th(cicneas, a mtnimum of one bar 6�C T(O N l9 0'1.5.1 S U P F'O RT, R�f NF O RG�M�NT,P RE87R�551NG T�NDCNS, fi11D DUCTS SNALL �E ANp 7EMP�RA7UR� 5TR�58E8 IN CANCRET�M�M��R6 6NALL COMPLY WITN tNE PROVI510�t5 OF shall be pravt.��d at the to p and bottom of the foott n g, GontMut t y of reinf'orceme►�t. 3. GON�ORM�4NC=UJItN tHE StR�NCxTN 7�6t REQIJiR�M�N75 OF B�CtfON 130�.6. 2, pE8Rl5 At�D IG� 5HAl�:, �E REi10YED FROM 6PACES t0 BE OCGUPIED 8Y CONCREtE, ACGIJRA?�LY PL,4GED AND AD�QUAT�LT SUPPOR7ED B�FORE COhGREtf� !S PLACED,AND 51»AU. r�Cl 318,SEGTION 1.12, ahall be provi,�{sd at corners and intereecttons. BE S�C.URED �GAINSt DISPLaGEMENt WITNIN ?OLER�4NG�� P�RMITTED INI S�GTION 19a1.8.2. W�IEk?E SECTICN 190b.2.2 DI�FFREN7 MA7�RIALS. UJNER� Df��h�.r.'_1d7 MfA7�RIQL5 ARE TO BE US�D FOf2 DI��REN7 3. FORM� 6NALL SE f�s:i��2LY COA7ED. AF'PROY�D H7 tFl� RECs!BtERED DESIC�N t'RC�ES510NAL, �MBED��U 17Ehi:, fSUCN AS DOlU�LS OR SEGTION 1907.13 R�QUfR�ir1�NTS FOR StRUCTURAL IN?EGRItY. tNE p�TAfLING OF 12EINFORC�fi�(EN? �xcepttons: PORTIONS OF PROP05ED WORK.,EACI� GOMBINATION 5HQLL 8E �VAI..U,4TEp. INS�RTS)7uA7�I?NER FROtRLIDE FROM P1�ECASt GONCRETE M�MBEF�.S OR �EMQIN EXf'05Eq �OR AND CONNEC710NS 6�TWEEN CONCRE7E M�MBER6 SFIAI..L COMPLY WItN TNE 1'ROYISIONS OF �4G In detached c,��- and two-famtly dwellinga thres storfea or leea in herght end corietructed 4. MA50t�i�7 �I�L�12 UNi�;� tN,47 tUll.!_ �E IN CONTAGt WItN C�t�Ci2�1'� SNA�L �E WELL Di2�NCN�D. INSPECtION AR�P�M(t7m TO 6E EMBEDDED WHIL� tHF GONGf2�'t� IS IN A P�AStIC StAtE, 318, S�GtlON 'i.13 TO IMPROYE 6tRUC7UR,4L INt�Cx(21tY, with atud-be�n �� walls, plarn concrete Pootrnga wrthout long�tudtnal reinforcement SEG710N 1905.2.3 BA51�a OF PROPOi�'71QN5. CONCREtE PF20POf2TIDN5, INCLUDINCs WATER- , PROYfpED TNE FOLLOWfNG GONDI710NS AR� M�T: eupportir►g ua:� are �aermltted. C�M�N71tI0US MaT��21t1L8 RaT10, ^�W,4L�H� E8TA8LI5HER ON TNE BQSIS OF FI�I.D EXP�RIENG� aND/aR 5. R�fNFO�G�M�NT SN;.L�. �� 7NORDl1GNLY C1�,4N OF ICE OR OTN�R D�LETERIOUS GOA71NCxS. tRIAL h1fX7U��8 WI7N MAl'�RIALS 70 BE FMPLDYEp IN ACCORDANCE lUI1N 5�C710N 19053, �kG�'? A� i. EM�EDDEI� ITEMS AR� NOT REQU(REi� TO BE NOOKED OR ?IEn t0 ��;"NFCRC�MENT U)1'THIN T�IE �- , �,t � �or Foundat�c; aystems conatating of a plain concrete faoting end e platn concrete �x ' ° P�RM(7TED IN SECTION 19C5.4, OR R�QUIREU BY SEC710N 19�4. 6. WA"�R �NALL EE R��''wvEp FRGM TNE f'LACF OF D�F'051T B�ORE GONCRE7E 15 PLACEP UNLE55 A CONC�EI'�. C`��.� �'� � � ° � '�"`�` ��`� S atemwa�l, a min-r�l»� of one bar shall be provided at the top of the stemwall end at the �+rb�l�� ,-��-� NLW YJ�K S {�"1�� & TOGVN CODES bottom of tr,� ''ooting, � TREMI. I� TO 6E USEC �•f UNLE�vS Ol'N�RtU15E P�RMIttED SY 7N� GODE �M�ORGEMENT OFFICIAL. ��i �i a�, '��,:6 .�°. ,� R a � , , . 6EC?!ON 1?0��PROPORTI4NfN� ON tN� �A51S 0� F�ELD �P�RI�IJG� AND/OR TRfAI. MfX7llR�S. 2. �M��D��D IT�M5 AR� M,41NtAIN�D IN 7NE GORREG7 POSfTION UJ�{II�E�''"N�G�hGR�7E REMAIN9 AS REQUIRE� �,N:.� �t�i�'�:i i�:`��S GF CONGR�'P� Pi2QPORTIONING D�1'�RMIN�D ON tN��ASIS DF FI�LD �X�'ER�ENC� AND/QR 7R(Al. "(, LAIrtANG� AND C1TN�'r. .�v�QUND MA7�i?IAI. SHQLL B�REMOv�D �E�ORE QDDITIOKA� CONCRET� IS PLAStIC. DATC:_��{� g.P. 't , � UJhere a elab �>; ground te cast monoltthrcally with the Poottng, one No. �✓ b�r ta permttted � G�Y��...._ en��ni r Tr,,,,,_..� Hl MIX7UR�S SNALL BE DONE IN ACCORDANCE WIl'N ACI 3i8, S�CtION 5.3. PLQGED QCsAINST NARZ:: ��ED GDNCRETE. � �O�"` ' ` 5 '` ' to be locatF:rd .�t etther the top of the slab or bottom oF the footing. � � 3. T�I�CONGREtE 16 Pi20PERLY CONSaLIDaTED Qfi20UND 1N�EM�EDL�E.1q IT�M. FF..E. '� ��, '�3�:�� ,S- �� c�!;�,y,.�,r.'".,''` �, r,'�!"'i��F R a � r a T IA MIXtUR�.S. CONCRETE 5��101� 1905 S MIXiNG. ht'xINC� OF CONCREtE S�IAU. �E PER�Oi�MEi� IN AGCORDANCE WI7N �"OTI�Y E3UILDi"��;.� `_'�Pr,RT,.'�f'�r AT �.--� " �� .,..; �` " y ,° ,a��',,,D � , cA $��I I�I�1��.f'R O P O R t I O N I N C� W f 7 H O l i T F I�1.D E X P�R I E h 1 G� G R R L 7fi S-1 3 0 2 8 A M i v , �C ,��, .,, __„ 1908,1.16 AGf 31.,, 5ection D.3.3. �-' f NGE C�R 7RfAL MIXtUR�B 5�1�`Ll. BE DON� IN S�CTION 1905.8.1 ti��OUc::4 S�CtION 19D5.8.3. ' �" � �"� �1��s T F i� �,m_� M,,.., ... .�. , ��,,�..:.� W N PROPD�TIONINC� UE7ERMIN�D IUIT+�QU7 FIELD �XP�R� BECT(ON 1901.5.2 TO L E R a NC E S. l!N_�8 6 0 1 H E f 2 t ll i S E S P E G(F I�U �Y T H E t��..G 1 5T�i 2�D D�5 f C s N ' Mo d f fy r 4 G :��c. Sec t tona D.33.2 t hroug h D.3.3.8, t o re e d as fo l lows: T-- �a��o�a^rir;; itis��:criar�s: ^ � Y • ACCOf2DANCE WITN ACf 318, S�GTIDN 5.4. PROFE85�ONAL, REINF4RCEMENT, PR�STRESSING TENDONS AND PR�BT��E�a51NC� DUCTB SNQLL 6E � �s�r;�� D.3,3.2 - In ��u:�tures assfgned to 6etamic Dee(c�n G�tegory G, D, E or F, post-ins�talled F+-1 �i. FOUfv�ATIC�'V - Tbh�'U F?�^U`�-ED ��' Q/_ �1 ��Cl'ION lga5.8.1 C.-.�N�k%�..• C�NCRETE SNALL �E Mlx� UNTIL TNERE IS A UNf�ORM Df57Rl�11T(ON OF PLAGED WItNIN TN� TOLERANCES SP�GfFf�A IN SECTION 190�.5.2.{ AND��GTIdN 1901.5.2.2. � � �<< anchors for .i�e �nder D.2.3 shall have passed the Sfmulated Se(amtc teats of ACI 3v5.2. �/^ � °aE�TION 1��._�1 AYER�4G�57i4ENCzTN R�DUCTION. A8 DATA 6ECOME AYi�'ILABL� DURINCs MAl'ERIALS ANt� °ra1-1ALL ;'c DISCN�RCsED COMPLETELY �EFORE tu� MIXER 15 RECNARGED. F�C p��!+�� COPdCRE i C � o w�T� 'd" }- � 2. F��UGH - FF;�,P:':i��G �': PL�P,;;;;f4� D.3,3.3 - I ��ci.ures asai ned to Sefsmfc De9( n Gat� or C, D, E or F, the deai n � 17 15 P�RM18516LE 70 i�EDUCE TNE aMOUNT �Y UJNIGN T�IE QYERdGE GOMPRE851YE SECT(ON 190'L5.2,1 D�PTN AND COYER. TCLERANG� F01� DEPTN D, ANC?iMIN Mt1M GONCR�E COYER �, � �! :: � g g g y g F-�1 � X C�NSTRUC7fCN, � 3. �iv�ULA71GiJ tr C�tN (��G J IS R�QUf1��D tp �XG��D ?H� SP�GI�IEp YAW� OF F�C IN AGGCRDANGE U117N AGI 318, S�GTION 190a.S.2 R�AL -!'S(XEp CONGRET�. Rct�DY-MIX�D CONCRET� 5NA11 PE MIXEp AND IN FL�XURAL MEMB�RS, UTALLS AND GOMPR�5510N MPMa�RS SNaLL �E: A5 vNOUJN IN TARL� 1901.5.2.1, � -�I T ^ � n O�(� t7 strength uf •m;;ir�re shdll be taken ae O.Z5rNn and O."t5rYn , whers r it given tn D.4.4 or � � 51R�TI R r 4. FlPJ�IL - CGiVv7f�JC,,;� �JUE�ANCY OR � 5�CTIDN 5.8. DELIV��D IN AGCC�U "'=E WITN TNE REGtUIREM�NTS OF ASTM G 94 OR ASTM C 685. DCGEPT TNAT 70LERANC� �OR 7NE CL�AR DfSTaNGE TD FORMEp 50F�1T�� 5�`1LL �4E MINUS I/4 IN.,N �+ Pb�uuT D.4.b, end P.•� �_�.� Vn are determined in accordance wtth p,4.1. _ X z l6.4 MM)AND tOL�RANC� �OR COY�R BNALL hIOT pcC�D MfNUS ON�:�1'NIRf; ;;;;= MINIMUM CONCR�"tE B� CO"�9PLCTE !=0P C.G. +(,JSE IS Ui�LAV��i1L �A � � ra��]'1Q..K.I�p�,kr EYaLUATION aND ACC�PTaNGE OF GONGRcTE. TNE CRI1'ERIA FOF? �Yt1WATIDN ANp 5�G?IDN 19C�.�.3 JG�B•h1' ':q'COhGRETE. JOB-MIXEp C�NCRETE S+�AU. COMPLY WItN ACI 318, GOV�F2 REQU112ED IN rN� D�51GN DRAWIN�ZS OR SPECIFIGaTIONS. ALL CONSTF�'J�TICIJ S'r'�'1�.�. P�."wET THE � D.3,3.4 - In .>u•�i��..�ree aaalgned to Setemtc Design Gategory G, 7, E or �, anchors ehall be ACC�f'TANCE OF CONCRE7E 6NALL 6E �4S S��CIFI�U IN SECTIUN 19D5.6.2 TNROUC�F� 5EC710u SECTION 5.6.3. RE�UIPLt�,��TS CJF T�,r GGC,�S Qt=PtcW 1/ /''�Cp c 9 , � y 9 � Q U � r " r �r �1i IT�o�T Vl..R�'(��(�/\T� deat n.�d �. � 'ara overned b tenefle or shear atren th of a ductfle steel element, unlesa 19G5.h.5.5. U • YORK ST�TE. NOT RESPO�JSiBLE FOR v� i D.3,3.5�(s � ._, r��:d. � � Y�cr��;,� �o�.v��, �. 7 H E M E T N OD ,4 ND EQ U I P M E N 7 F O R G O NY�Y I N C x C O N G R E 7 E T O 7 N E P L A C E D�S l G N O R C O N S T R U C T I O N E R R O R S. �F O C C U P A I�C Y � � �EC710N 1905.6.1 G2U,4�(Ff�D T�GNNIGIANS. GONGRETE SNALL �E T�ST� IN AC�ORDANC� WITH TN� dF DEi'OSIT SkALI. GO?' '..y UJftl� SEGTION 1905.9.1 AND S�CTION 1905.�3.2. ��----- D.3.3.5 - '�; �e�k,'� vP D.3.3.4, the attachmerrt that thQ anchar �e c�nnecting to the etructure � _ � ., ., tA�L� lg0'1.5.2.1 shall be dC,.:�.�ra�-! ao that the attachment wtll undergo ductlle yreldrr� at a load level � • ��Q UI��M�N't S I N 3 ECtI0N 1905.6,2 TN�OUCsN 5�G710N 1905.�6.5. QUAI.IF(Ep FIELp TESTING t O��R A N G�S ' � i � T�G�INfG1�4N5 9N�4LL PERFO�M tEbTB ON ��Sf� CONChE'f�.AT tHE JC�S SITE,PR�P�4R� BPEC(MENB 5EC1'ION 1905.9.1 ME7NG;`- ��= CONYEYQNCE, co►�cR�re s�+,au. e� co Nver� ��o M r+�� M ix�� r o t a� ___ R E T A l N S T Q R M W A T E R R U f�O F F � �o��g p a� ,� t o a n�h o r P o r c e a n o g r e a i e r i h a n�i t h� d s s i g n a t r e n g t h o f a n c h o r s R�QU!R�P FOR CURING UND�R F1ELD GONDITION5, PREf'ARE SPEGIM�TlS REQUIRED FC�R 1'�STINCs IN T�I� PLAG� OF�fNA� 'J�PO�"iat' M�T��DS TNA7 WIL� PREvENT SEPARATION �R L4S5 O� MAl'ERIALS. F{RE �NSPECTIO� PUfiSUANT TO CNAPTER 236 apectfiec+ '� t:.3.3.3, or the minimum deeign etrength of the anchr�ro ehsll bcs at leset 2.=✓ „ LABC�}2A70�2Y,AND f2EGOfi2D 7NE TEMPEF2�47Uf2E OF i'�E FR�SN CONCfi2EtE WN�tJ PREPAR(NG t01=1R,4NGE OIJ t(mes the f_�c-:.r�d forces trensm�tted by the ettaehme►rt . SPEGM�NS FOR vTRENCsTN t�5T9. Q'JALIFIED L��ORATORY 7cGHNIGIANS SHALL PER�ORM ALL �ECTION 1905.9,2 CONY�:�:I�G �G2IJIPMENT. THE CONYEYIhCz EQUIPM�Aft 5�1,4U. BE CAPABLE D� DEPtH ld) TOLERr4NGE ON d MINfM�'M GONGRETE RE�UIRED BE�O�E GF 7HE TOWN CODE. I � RE�U'R�D L�BORA70RY TEStS. PROYIDINv a SUPPL7 C'= ^ONCI2ETE AT tNE 81TE OF PLAC�t1�Nt IUItNOUt S�PARATION O� IINGHES) (INCN) GG�1,�ER lINGN) p�E�i�C� � � SEGtION i°-i2 INGR�DI_N78 ANL7 UJIT;-�G'.i7 (NT�F:f2UPTI0N8 SUFFIGIENT 70 PERMIT 7H�LOSS O� PLAS71CItY SECUI��N ' • �F; ,4NCN A�::E i0 GONCRE7E-STRENGTN DE51GN S�CTICN 1905.6.2 Ft�EQUENCY QF 7E5TING. TN� FRE�UE'JGY �0�CONDUGTINCs ST�'.ENC:tI-4 TE5T5 OF SUCGESSIYE INC cEM�lt�� d > 8 t 3/8 -�/8 CONCR�TE �HaLL 6E A5 SPECI�fED (N 5EG710N 1905,6.2.1 T�{4�OUGN 5�Gt14N 1g05.6.2.4. 1912.1 cop� • S�G7(ON 190�.10 D�f'O��iIi:G. TNE D�f'051TING OF GONGR�7� 54�AU.GOMPLY UJITN 'tN� d > 8 t I/2 - I,/2 � The provfei.�r,e of this eection shall govern Lhe etrength deeign of anehors inatelled in ��iN�= �vEC710N 1905.6.2.1 MINIMUM �REQU�NCY. SAMPLES �OR BTR�TC�tN tE6?6 4F �aCN CLL�SS OF PRDYISIQNS OF S�GTICN I�Q5.10.1 TNi20UCsN 5�C71aN 1905.10.8. -�-- concret� fc�r ��ur�asee of trenBmtttinc� etructurel laade from one connected elem�nt to the CONGRE7E PL�GED �ACN qAY SHaLL 8E TAK�N NOT L�55 THAN�NCE /� pAY,NOR LESS tNAN �NCE FOR 5f: I INCN ■ Y5.4 MM, other. Heac�E.� bolts, headed atuds and hooked lJ- or L-) bolts cast in concrete and FCR �AC4�{ 15C CU�IC 7�Rpu f115 M3) O� CONGR�7�, NOR L�SS TNAN ONGE FOi2 �AC+� S,CCQ SQUARE SEGTIt?N 1905.iC.l SEGRE��TION, CONCRE7E SHaLL �� D�P051t�.D AS NEARLI' ,45 PRAC7ICC�BI.E TO expanaton �nc.rora snd und�rcut anchora inetalled in hardened concrete ahall be deslgned . � EW Y�/� ��Ei' (465 M2)pF 5t1R�ACE ARE.4 FOR SLaBa OR WALLS. It�a �INAL PO�ITICN TO .4'v'C)ID SEGf2ECsATION DUE TD R�NANDLfiJCs QR FLOU1(NG. in eGGOrde�.^rY�,:.�tth App�t�dlx D of LS,CI 318 es modified by Sectfon 1908.1.16, pr�ovlded �l,��y • QV T(F�* � �,,r PROT�Gt tOPS OF pcPOS�D R�AR P�R O&N,4 t�ey ar� wF;ni�the scope of Appendix D. �Q ��Q, � � �k� dw ��C710N 1?Ob,6.2.2 MINIMUM NUM�ER. ON a C��VEN PRJJ�CT, fF tNE T07QL VD;.IJME O� CONCRE7� IS S�CTION 1905.IC.2 PLA�".'.-N't TIh11NCs. CONCR�TINCs OPERaTIDNS SH,4LL �E CARRIED ON AT SUCH ��GT(ON 1°O'(.5.2.2 8END5 AND ENDS. tOLERANCE FOR LONGITUDINAL LOCATION CF 6�Np5 ANp ENqS OF SLICN TNA7 TN� FREGiU�NCY OF tES71NG REQUI��D Sl' SECTION 1905.E.2.i l�OULD PRRYIDE LE�S T�lAN A RATE TNAT TN� CONCF'.k� f6 At ALL YIM�S PLASTIC AND F1.OW8 RE�DILY INTO SPQCES �E?U1E�N ��NPORGEMENt 6NALL SE f 2 INGN�S (t 51 MMJ �XC�PT At DI6GON71N.�U5 END6 OP M�1'18ER5 WNE12� T�I� REQUIREMENTS. Exceptton: �.�',�re the basic concrete brea�out strength in tenston of a s(ngle anchor, Nb � � ��;�,�,l,�-`�� Z FIYE STRENCsTN T�STS FQR A GfYEN GLA55 OF CONCt�ETE, TESTS SNfi,LL BE MADE FROM AT LEA5T FIYE R�INFORCEMENT. TO�ERANCE 5HL�1.L E3E t i/2 INGN ft 12.1 MM). * 4 � , is determ'r,�.� In accordance wtth Equatton (D-'1), the concrete breakoui etrength ' �';�"��' z re uirement s ��' Section D.4.2.2 shall be canefdered eatisfied b the desl n racedurea �� ' RANDOM�Y 5�L�C7Ep ��7GI��5 OR FRGM �ACN BA7GF+ I� F�Wk"12 7N,4N FfY� �ATCN�S ARE USm. �OTE: a y g p � `� y ` S�GTIDN 1905.10.3 UNACC�Pta�LE GONC�E'1'E. GONC!2ETE TNA? NA5 P,4RTfA�LY NARDENED OR BEEN af 5ectfons ;'.�,5.2 and D.6.2 for anchors exceeding 2 fnches (�1 mm) In diameter �or 2� �, ' 073�° �aP 19 . .2.3 SMAL� VOLUME. WI�I�AI TH� T07AL YCLUM�Q� A GfYEN CLASS OF CANGR�1'� IS LESS CON7AMINA1�p B1' �O�E.rN MA1�IALS SUALL NOT SE DEP05fTEU IN TN� StRUCTURE. SEGTIDN 1901.5.3 WELDED WIRE FaBRIG. WE1q�D WIRE FAHRIC WItN WI�'� 61ZE NQT CsREATEI2 TNAN W�OR p5 FOUNDAtION WALLS AR� DESIGNED IN ACGORDANCE WItH t�4BLE inGhee C63� ,nT) teneTle embedment depth. `�ccp c,��'r 5�C710N Q5 F� US�D IN 5LAP5 N07 EXCEEDINCs I� �EE7 (3048 MM) fN SPAN IS P�RMIT7�D t0 6� Cut2vEp FROM �4 PCIN7 1805.5 l?J OF TNE NEW YORK 87�47E BUILpING GODE pROFF� TNAN �a0 CIJB!C Y,4RD5 l38 M3),StREUGTN TE�T5 a�E NO't REQUIRED WHkTI EV!DENCE OF g�C?ION 1905.iG.4 R�1'k�F'r=E��"clhCs. RE7�Mf'�R�D GOhICREt� Of2 GONGR�1'�1NA1' NAS B�EN R�MIXED A�1'ER NEAR tNE TQP D� TNE 51..4P OY�R 7NE &l1PPORt t0 A POINT N�Afi2 1'�I�BOT70M OF 7NE 51.AB Al' W,4LL HEIGN7 •�3 FEET the etreng2h caesign of anchors that are not w(thin the ecope of Appendix p of AGI 318, „ --.- SAtfSFACTORY 51'RElJGtN f5 SUBMI't'T�D 70 AND APPRDYEA �7 THE CODE �Tl�ORG�MEN7' OFFICIAL. INITIAL 5E7 5N,4LL N07 E�r 115ED UNLE59 ApPROY�p BY Ti�� RKsf�Tk"REp D�51CzN PRO�E5810NA�. MIDSPAN,PROYIqEp SUCN f2�INFORCEMENt IS E(TNER CON7INUOUS OYE:R,O:' SECURELY aNGNOR�[7 AT FOOTINCs NEIGNT ■ 1 FOOT end as emend•z� above, shall be (n accordence wlth an approved procedure, JEFFREY t.Y BurLEa,P.E. 5EG71�N 1QD5.6.2.4 S7R�NC�tN TEST, A �vtRENC�TN t�ST 5NALL�fi tN�AYERAC�E OF THE Sl'REhlGTNS OF 6UPPORT. SOIL GL,48S ■ LDAM, SP AND CxW 5�G710N 1905.10.� GQNTIt,Ut�US �PERA710N. AFt�1Z GONGRE7ING N,4S S7Ai2TEU, IT SNAU.8�GARRIED Q � � ?U10 GYLIND�2S MAqE FROM TNE SaM� SAMPL� 0� CONCR�TE AND tE9TFD At ZS pAYS CR AT TNE TEST pN A5 A CONtfNU0U5 G�'��'.�tION UNtIL PLAGNG OF tl PAUEL OR 5ECTIDN, AS pE�INED BY ITS SEGTION 1901.5.4 U1ELUINCs. WELDfNG OF CR0851NG 8AR3 S�IALL NOT F!r PERMITTEp FOR A55EM8LY pF � � AGE DE5IGNAT�D �GR 7NE D�7ERMINA710N 4� F�C. r , ! -- — ---- - ----------- �OtJNDARIES OR P�EI��7�.f.MINEp JOINT9, IS COMPLETED, EXCEPT aS P�RMI7TED OR f'ROH(BIT�D 6Y R�INFORG�M�NT UNl.E55 AUTNORI7�C� �Y YNE RECs157�RED nE51GN #'R0��5,5�NAL. 19�5 8.2 RE�4I�Y-MIXEO CONCRETE. READY-M(XED GONGRETE SI-IALL B� MIXED r4ND pEl.l,'�RR�D IN ACCOR�.4NGE WItN t�-I� 1-�- S�CTION 1306.4. Z 9�G710N 19G5.6.3 �A�ORA70RY-GUR�D SPECIMEN6. �.A�ORAi'ORY-CUR�D SP�GIM�NS SNA�L GOMPLY S�G1fON 1901.6 SPAGINCs LIMITS FOR R�INFORCEMEt�l7. TNE CLEAR DIS7A�NCc 8E1'WEEN R�INFORCING SARS, R�QUIREMENTS OF ASTM G 94 OR ASTM G 688. � WIT{�I TNE i'RCYI510N5 G'F SEGTfON 19L?5.6.3.1 TNRCUC�� SECtIpN 1905.63.4, bEGtICN 1905.10.6 PLAGC^1ENT (N vERTIGQL LIF7S. t4�E TOP SUR�AGES OF vE�2tICALLY FORMED LIFTS BUNDLEp �Af�S, PR�STR�S�IN�s TENDONS Q�iD DIJGtS 5NL�1.L COMPLI'l�l?�I ACI 318, S�CTION 1.6. _ _ --- O O h--� � SNALL 6� Cx�NER�LLY LEr'r"l. F-� 11- SECTION 1905.6.3.1 SAMf'LINCz. �AMP��B FQR 57RENCxT�I tE9TS 5N�4LL �E TAK�h! IN AGCORDANG� 8�G1'fON 1901.1 CUNCR�t��ROY�CtfON �OR REIN�ORC�MENt. tNE MININIUM CO�ICR�?E COYEf2 �OR CONCRETE MIXTURES [NYSSC - CHAPTER 19 (TABLE 1904.2.1 IJOB MfXED)I Q tQ U11?N 457M C i12. 6�C710N 190�.10,7 CON�v"T�'U::tiON JDIN15. UJNEN GOKS?RUCTION JOINtS �1R� R�QUIR�D,TNFY SN�LL R�INFOf2.:�h1ENt S+�4L1. COMPLY Wf7N SECTIDN 1901.'I.1 'CNF20UC�N S�GtI01N 1901.1.1. R F, T TE�TS SNALL 8E MOLDED AND ��MAD� IN aGGORDA�i��=iLi7N S�GTfQN 1906,4. - - Q , Z Q Y f c 5, CY INDERS FOR STR..NG N Q 5 �5 I. MfNIT!11�1 CONG COYE 5NA L BE NOMINAL MA:�I�lJM U1AT�R MAXIMUI"II lUA7�R � t!) N � fQ } S�CTION I„05.�0.3.2 G L�ID R L SECt(ON I.Ol.l.l CQSY IN-PLACE CONCREl'E(NOKPR� TRE �D RET� R � Q� O tc1 , LA�0�,4TORY GURED IN ACGORDANCE U111M ASTM G 31 AN�? 7�ST�U IN AGG4RD,4NGE lU'7N ASTM G 5�G710N 1905.1C.8 CON5�1_IC�A710N. GONCR�7E SHALL 6E tNOROUCsNLY CONSpLfp.4TED 61' SUI7A6LE PROYfDED FOR REIN�ORCEMEtJt IN NONPRE6TR�S5ED, CA57-IN-PLAC�C4NGRET� CONSTRUGTfON IN GLASS 15.PPLICAtION EXPOSUR� f"1c MAXIMUM Q�R GONT�TIt CE1`FI�TITIOUS G�MENTITIOUS ADMIXtUR�S 50LUSLE CNLORIDE ICON a � � m �- � O� 39� MEAUS DURING PLaC�M��lT AND 5NA1_I_ HE THOROUCsN�Y WORKED AROUND RE(NFORCEMENT ANq ,4GCORD�4NG� lL'(tN tA�LE 1901.�.1. ACsGRECsATE SIX�� MA1 E�:IAL R�47f0 M,4TERL4LS (GI-) (N COI�ICRE'�, BY -- � � � . . AGGEPTLING� OF �?�SLIl.TS. THc Stfi��'�lG�'N I.EY�I. OF aN INDIvIDUA�.G�ASS QF �� IXtURES AN,'; !:;70 CORN�RS O� TN� �ORMS, - F3'" UIEIGI�t WEIGI-IT O� GEM�TIT � Z Q }- O � � S�G 7 1 0 N 1 9 0 5 6,3� L f M I T S O N Z � GQNCRETE 5NQ11 �� GONSID�RED 6Ai'IS�AC70RY �� SOi'N 0� TN�POLLOWING F2EQU�R�h1�tJ7S aRE MGl': Y��LQI�_Ia0��11 GURING. 'NE CURfNG OF CONCRETE SNALL B� (N AGCORDAUGE U11TN S�CTION 1905.11.1 FRE��/TNAW, NYDRAULIG � p- � � Q � , TNRCUCs4� 6�C710N 1905.113. T,4Bl� 190'(.'I.I 3 NO C,4�CIUM I, �Y�RI' aRItNM�l'IC AY�RAGE OF ANY tNR�� CONS�GUTfu�StRENGtN tEStB EG2UAL5 Oi2 EXC�d?S �C. SL4BS DN DEIGINCs 2 C�1�f�Nt � MINIMUM CONCR�TE COVER 3 3,500 �_��2" �-�/Z yQ ;�,4�✓ GµLORID� �j i ' �Rqp� CHEMICALS, Pgl ADMIX7UREg � p� F--+ � � Z � � S�CTICN 19C�.11.1 REGUL�.�:. .ONGREI'E IOTNER 7NAN HICsN-EARLY-5t}2�T1GTH) SNALL 6E MAIN7AfNED SLIL�,4T� LfMiTS ON FLY � Q N 2. NC INDfY(pUtLL 87r�ENCs7N 7E�T taY�RQGE O� TWO CYLINDERBI�ALLS 6ELOW F�G BY MOR�TNAN ,q�py� r�G � lifl G) Ahli% I�� A M015T GONDI1fON �OR AT L�AS1' 'fN� FIRST S�VEN DAYS AFT�R MINIMUM (5EYER� ASH, SLACx, AND Q U ' m 500 P81 (3.45 M}'AJ. P�AC�MENt, DCCEfi'T ii1NE�! Cll�'ED IN ACCG'RDANC�Wf7N 5EC710N 1905.113. COVER GONCRETE EXPOSUR� INCNES _ _ SILICA �tJME `� � O U ~ � � SiCtION 1905.63.4 CCRR�C710N. (F �I?NER 0� 7NE REQUIR�MENl'S 4F SEGtIQN 190�.63.3 ARE N07 M�7, S�GTION 1905.N.2 �IIC�I�-��F'.LY=STR�NC�T�1. NIG�I-EARLY-StRENGtF� CONGRETE S+�ALL SE MQIN1'aINED LIMITS ON � � �LL � St�PS SNQL! ��1'AK�fJ t0 INCR�A��'CNE Av�fi2AG� OP 51��+S�QUENt StR�NGtN t�57 REBULt�. TN� a�OVE 50 �(1� G) AP,� IN Q MDISt CONDIT(ON fUR At L�AST TNE �IRST TNRE� nAY5, EXC�f'T WFIEN -�-1 FRE�ZE/tNAW, NYDRAULIG � Q R�CUR�MEIJTS OF S�C710N 1905.6.5 SNAL� B� Q�Sc?2Y�D IF 7�1�REG2UIREM�TIT OF SEGTI�N 1905.6.3.3, CUREI� IN AGCORDANCE: >>ITN SECTION i905.11.3. 1. GONGR�TE GAST ACz�41N5T AND P�RMAN�NTL1' E'KiPOSrD DEfUNG 2 C�MENt 3 NO CALCIUM r l � Q (t£M 2 15 NOT MET. TO EAl?TH g 3 �OUNDATION C4-IEMICALS, �.000 �_��2�� ra-I/2 9'e L�,4r� `•� GH�ORIDE O.n5 � COM Y lU(TN 7HE S�GTION 19�5.11.3 AGG��E��T�D GURING. AGG�!-�RAt�D CURINCs O� GONGR�1'� SNAL� GOMPL7 WI74� aGf UJ'a'1'1'S SUL�AT� P51 LIMITS ON FLY �DMlXTUR�S � � ' 6zG71�N 1905.6.4 FIELD-GUREp SPECIMENS. �(F1D-CURER SP�CIMENS SNALL i'L 318, �ECTION 5.113. 2. GONGRETE ExPOSED TO EARtH OR WEA.TN�R PROYISIONS 0� S�CTION 1905.6.4.1 T{�ROUCs�I SECrION 1905�6.4.4. (SEYER� �4SI-I, SL,4G, ANT� NO, 6 TNROUCsN NO. 18 BAR � SfLIC,4 FUME `� w � � Q QUf . WNFR� R�G2U�RFJ� SY THE CODE �IFORCEh1EN1' O��ICIAL, T4;� ��G7iON 190�a.12 COLD lU�A7EIER R�QUIR�t1�T1?�. GONCR�'1'E ?�lA7 f5 t0 �� PLAGQ DURINCs FRE�ZfNC� OR NO. � BAR, W31 OR D31 U11R�, ,4ND SMALLER I-1/2 Z Z W �EG710N 1�O�r.6.4.1 IUHEN RE REq N_AR-FREEZINCs WEA7NEF: SNALL CQMPLY WfTN 7NE �OLLQWINCx: 3 r�pp LIMItS ON NO GALGIUM � ('i1 � R�5U�75 O� STR�NCsTN 7�5t8 OF CYI.INUERS CU�cED UNDER. FI�LD CONDfTIONg SUALL B� PRDYIDED. 3. GONCR�TE NOT �XPOS�D t0 WEATI�ER OR IN C��1NtAGt � �OOTINGS SULF,4T� Psl �_��„ ��2 �e 2 0�� OU O Q NYDRAU�IG CI-ILORID� 0.115 t, apEGUAT� �QU'PMEN? �4.^•LL SE PROVIp�A FOR HEATINC� CONCRE"� Ma7ERfAl.S aNp PROT�GTINCs IUItH GROUND `5�� Q S�CTIOu 1905.6.4.2 GURfNu. FI�L17-GUR�D CYLINDERS SHA1.L�E GGR�q UNp� FIELD CONpITIONS IN G�MENT 3 ADMIXTURES CCNCf2�t�DUP2(NCx �f�'Ei��'IN:a Ot2 N�4'R-FR�EZINCs IU�A?N�. S�ABS, UTALLS, JOISTS: f ----- ---- --- �,4��: ACCORDaNCE WItN A87M C 31. NO. 1� AND NO. 18 BARS �-i�Z 1, a SMALLER NOMIN,4L MAXIMUM AGGR�CsAt� 51ZE Mal' B� USEp At TNE DISCRE�i'I:'�d OF tN� CONTRAC70R, INST,4LLER AND MANUFAC't'UR�R. 2. GONCREl'E MA"'ERI,4L�+ANC? REINFORGEMENT,FDRMB,FILLERS AND GROUND WI7N UJHIGN GONGRETE NO. II BAR AND SMALLER ��4 2. AIR GONT�Tl7 INDIGt�,T�D IN7 EI-I T,4BLE IS �OR G4NGRETE WI71-I M,47GI-IfNCs NOMINA.. `^AXIMUM A�sGRECsATE SIXE INDIG,4tED. !� SMaLLER S=CTION 19D5.h.�t.3 SAMPLIi�Cx. FIELD-Gl1RED T�57 GYLIND�S SHAIl �E MCLDED AT 7F�E �aAME T(ME AND �� t0 CAME IN GQNTAC7 3�:J1 F��E �ROM �R�ST, B�MS, GOLUMNS: MAXIMUM ACsGR�GATE SIZE IS SELEGT�D AIR GONT�Nt S�IAU.. BE ADJUStED UPU1.�,1�:T7S IN AGGORL�ANGE WITH .4GI 318 TASI:E 4.2.1. �'ROM TH�SAM� BAMPL�S A6 1.ABORAI'QRY-CURED 7EST CY�(Np�RS. PR(M,4RY REINFORG�MEIVT, tIES, STIRRUPS, SPIF:�LS i-1/2 3. NYDRAULIC CEMEIJT: AStM C 150 tYPE Y. 3. FR�ZEN MAtEf�1,4LS �f� M+1tERIALS GONTAINING ICE S�4�LL NOt BE U6ED. SNELLS, FOLDED PL4T� MEMBERS: 4. LIMItS ON tNE ,4MOUNt OF �LY ASN, SLACs, �4ND SILIC,4 �UM� BY M,45S O� 70TAi� c:E:MENT1710L15 M,41'ERIALS: a S=GTIDN 19C5.6.4,d GORREG710N, PRCGED(1�C�5 FOR F'ROt'EG?(NCs aNP CURIh1G CaNCREI'E SNALL SE NO, f� BAR AND LARCsER 3/4 Ll. FLY �45N: MAXIMl1M 259'. ' 0 IMPROYEU IUN�N TN� STR�NC�TN OF FIE�D�URED GYLINDE{aS fi�� TNE T�ST AGE D�SIC�NATEU FOR g�GT(ON 1945.13 NOT W�:�CHER R�QUIREMENTS. DURINCs NOt W�A7NER,PROF'�R ATTENTION SHALL BE NO. 5 BAR, U131 OR D31 UJIRE, AND SMALL�R 1/2 B. S1.AC:: MAXIMUM 50qa p�T�RM(NA71QN OF �'G 15 L.�98 TNAN S5 PERCENT OF?NAt OF GOMPANIDN �APORAtCRY-Cl1R�D �,IYEN TO INCsREG(ENTS, E'ROGUCTION MET;�QCS, N,�NDLINCs,PL.AGN's, PROI'ECTIDN AND C11f21NG TO � CYLIta;��RS. tNE 85 FERCENT LfM17AtIDN S�IALL NQ? APPL1' I� TNE�I�LD-CURED STRENGT�1 EXCE�G'8 G. 51LICA FUM�: MAXIMUM lOqo r fi�R�YENT �XCE551YE GCtdCi�ETE 'f�Mf'ERA7URES OR WAtER �YApOR4TION tNaT COULD fMPAIR tHE �OR 51: I INGN = 25.4 MM. D. TOTAL OF FLY ASN, SLAG, AND SILIGA Fl1ME: MAXIMUM 5�qo � r='C �3Y MOR� 1'NAN 500 PSI l3.4� MPAJ. R�QLlIR�J STRENG7+� CF? S�f:YIG�l�BfL17Y OF TH� M�MBER OR �TRUGTURE �, TOt,4L OF FLY ASN t�ND SI�.IGA FUME: M�4XIMUM 35% N a> T THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHffECT AND THrIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHO[)I,IN WI-IOLE OR IN PART,IS PROHIBITED EXCEPT BY WRffTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISIJ�'_COfd f:\LT WITH THEM SNALL CONSTffUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. v � ��NT r .. . ,;�.:e•':�ii��t ' , , . „ �t' .�`I�'r�� • . .. • � . � CC'J.�_l��C�'C?i�:.._.NC��"��.: �C?��__`",�-.��1C7�'�.��:� � 2 3 �o� - o�� 4 � 5 6 1. AI_.l_ WORK S�IALL S� P�R�ORM�D IN AGGORDANG� IUITN ALL. STAT�, MUNIGIPA�, LOGAI. XONING fi�ND CODE: BUfLDING COD� O� tH� S1'ATE OF N�W YORIG 2010 2 �� _ 6�� ; Z �� -�� _ 8�� 2 �� -�� _ 8�� Z „ �� - 8„ 2 „ "f, - 6„ � „ � SUILDINCi COD�S AND ORDINANG�S NAYINCi JURfSDIGTION aND S�ST 5T�4NDARDS OF GONSTRUGTION ��Q�H�Y GLqg$IEIGAII� I I I � � PR�4GtICE. �� , �� I �� TI�E AM�RfG�4N INSTITUT� OF ,4RCHIT�GtS CONDItIONS SHALI. APPI.I' t0 AU.. IUORK P�RFORMED ON tNlS A55�MBLl' GR(3UP A (A-3> >� � ' �' g " S 9 - 8 9 - 8 _ — 9 - 6 12 , � � PROJ�Gt. G�NSTRUCTIDN T1'PE:. 5B fvF.3) 2. THE CONTRACTOIz SNALL YERIFY ALL CONDfTIONS AT THE 51TE. ANY DfSGREPANCIES MUST B� A 5 BROUGNT t0 tN� ,4'f'1'ENtfON OF tHE ENC=INEE�2 PRfOR TO GOMMENCEM�NT O� CONSTRUCTION. tH� �,, GONTR.4GTOR SNALL SE R�SPONSIBLE �OR GORREGTIONS NOt REPORTED ONGE NE N,45 57,4RTED UIORk J� ��.l�� Vf�;�G��I�./�� — — — — — — — — — — — — — — — — — — — — — — — — EXG�Pt FOR I-IIDDEN JOB CONpItIONB. �t • . ' . . ' ' � - . , . . . � - , . '�� : � , ... �� y� ,f •, � y , ra \ � v,� / � . •Y � .� ;. . A ANT E TO TN� OWN�R tNAt ,4LL MAt�RfALS AND EQUIPMENT INCORPORatED � ' � —� . ' - • • . � i ,•�• , � -�� h ,• - A 3. GONTRAGtOR 51-�ALL C=U R E PROPOSED AREA: 1800 SQ.FT. IN TH� WORK WIU. BE N�W, AND tHAt AI..L WORK WILI. BE OF CxOOD QUALITY, FR� FROM FAULTB r4ND J L- _1 L- J � -I L_ _I � (_ D�F�CtS POR �4 PERIOp OF ONE YEAR FROM tH� DAtE O� tN� �INAL CERtIFIC,4tE OF OCCUPANCY. TOT�L: 1�aC�0 SC.�. Ft, �� I ,., 4. TN� �NCafN�ER SNALL N07 S� RESPONSIBL.E FOR THE GONSTRUGTION M�ANS, METNODS, TEGNNIQUES, _ _ I �� 8" tHK, fi'.C. WALL ON � I SEGZUENG�S OR PROCEDURES, OR �OR THE SAFETI' PR�CAUtfONS AND PROCsRAMS IN GONNEGTION WITN � � 8�� 8" X 16" P.G. FOOTINCs TH� WORiG, AND NE SF�ALL NOT B� RE5PON51BL� FOR THE CONtRACTORB �,41LURE t0 CARRY OUT THE • �' ( IUORK IN AGCORDANCE lUftN TNE GONStRUGTION DOGUMENtS, tl-IE �TIC�INEER SI-IALL NOt BE "� "� ; ' I I I ' I R�SPONSI�31.� FOR TN� AGTS OR OMISSIONS BY TN� GON'iRAG70R. NO CI�-IANG�S SNAI_1_ �3� M�4DE IN 7N� ;- � • � DOGUM�NtS Is,Np/OR tl-IE BUILDING ,45 DE5IGNED WfTNOUT TN� EXPR�5SED WRITtEN CONSENT O� THE I _;' z ��iu�. � o � � � ; I � 5. TN�SE DRAWINCsS AND SP�CIFICATIONS ARE IMSTRUMENTS OF SERVIC� AND SN,4LL REMAIN TN� . �� I ( � � PROPERTY OF TH� ENCsIN�R �4ND ARCHf7ECt lUHE7NER TNE PROJEGT FOR WHICI� TH�Y ARE MADE 15 - �- � � . ' � � - , . � EXEGUT�D OR NOT. TH�Y MA`r' NOT �3E US�D O�l r4N7 OTHER PROJECT EXGEPT BY WRfTTEN � - - - - - - -�- . - - B AUtNORIZATION OF tHE ENCsINEER. �•� � '� � �_'' ( 6. TN� ENGINE�R NA5 NOt B�EN RETAINED FOR ,SIT� SUPERYf510N, ON-SIT� INSP�GTIONS AND I ; I I I I �� I G�RtI�ICATIONS AS R�QUIRED OR R�G�UF_ST�D �'Y TNE OWNER, GON7RACTOR OR �OGA� SUf�DING � r .�+ I � I D�PARTM�NT. _ � � _ 4" P.C. SL4B � � 0 r i m ( � ON CsRADE ' If � � ill dl 1 ( I �_� 3 —_ — — � � � A-5 I ,.. I � I � I I ;,�3 !_i��1�V�.l��.......��_��..��.L�.�� I .� �` ':� � A. A�L SPECIFIED FAST�N�RS MUST B� INSTALLED ACCORDINCs t0 tN� IN5tRUGtIONS IN TN� SIMPSON (WGOD , �- •-� I-, . �• ( CONBTRUCTION CA7ALOG - G20�9), INCORRECt FAST�TIER G2UANt17Y, 51ZE, tYP�, M�AtERIaL, OR �INfS+� MAY � -p.�'-=_ - - -) - - �- _ _ �_ _ T _ �_ _ .. �.....��.I� _ (� GAUSE TNE CONNECTION t0 �AIL. 16D �AST�NERS ARE COMMON NAILS l8 GA x 3 1/2 ) AND GANNOT BE - ` 1 •�• �' `�' R�PLAG�D WITN 16D SINK�RS l9 CxA x 3 I/4") UNl�SS OTI-I�RU115� SP�GfFI�D. �J � � ' ' ! . �� I B. �30�.t N01.�5 5N,4LL BE At ��y45t �, MINIMUM OF I/32" AND NO MOR� TNr4N A MAXIMUM OF I/16" LARCs�R I �'; TH,4N tH� �O�T DIAM�1'�R IP�R TN� 199'1 NDS, ��CtION 8.1.2.1,). _ _ • 24" X 24" P.C. P LLAR BAS� ON ;�` I ap ap I '. � � 32" X 32" X 8" �'.C. �OOTINCs � � � �� G. INSTaLL A�LL SP�GIFI�D FASTEN�RS BEFOR� LOADINGs 7HE GONNEG710N. � m ' ' ' U � . D. lJ3E PROPER B�F�TY EG2UIPMEPIT OR A�v REGOMMENDED BY OSH�L. . �-- � I ` � I a � r E. WELDING C=ALYANIZED StEEI. MI�Y PRODUGE NARM�UL FLIMES: FOLLOW PROPER WELDING PROGEDURE:S - I I I � �4 I � � 1-�- A N D S A F E T Y P R�C,4 U T I O N S. I U F�D I H G S H O U I..D �E' I N A C C A R D t L N G� I U I T H Q.U l.S. S t A N D a R D S. � � r- ,� �, � _ � � � � �. � � p � F. PNEUMA7IG OR POWDER-�4CTUAtED Ft�St�NERS Mt�Y DEFLECT ,4ND INJURE tNE OP�RAtOR OR OTNE��. - ` _�. -, . . "- L__ ' - , � _I _ � _� : rT� NAIL 700LS MAY BE USID 70 (NSTALL CONN�CTORS, PROYIDED TH� CORREG7 QUANTITY AND TYPE OF NAILS � � �.•, - , � . , , , ,- - � . . , . - , _ . - D w � � X AR� PROPERLY IN5T�4LL�D IN 7HE NAIL NOLES. TOOLS U1171-{ N�4IL HOLE-LOCATINCs MECNANISMS SNOt1LD �.T� �-�� d � �� . �' � �~ � � � - � � - a� - � � '` ' ` � `' 4 ,� . ,. '�,', ^ ' . a �: . `. .'. ', a . x� ., �. � :. a °4'. • ",a. • . '� . 'a •• '�••' °'' US�D. FOL1.OW tNE MANl1FAGTURER�S INSTRUGTIOi«1S aND IJSE TN� APPROPRIAtE SAFE'I'`P �QUIPM�Nt. '�' � � — — — — -- - — — — — — — — � � X Z LL Cs. J015T SNALL B�AR COMPLETELY ON Tu� CONN�C70R SEAT, AND TNE GAP BETWE�N TNE JOfST �ND �'.ND I I I _ I I � � O T�I� NE,4DER SNALL NOt �XGEED i/8" PER ASTi'1 tE�at STANDaRDS. ' �O�F�L./f�t�IOl�I � �OO I IIV� ��f�kl�+l . � W � H. FOR ►-lol..DOWNS, aNCNOR �oLt NutS SI�otJLD BE FMG�R-tIGHt Pl.US 1i3 to li2 tu;2r; WtTN A WRENCN, WItH � -- � � CONSID�R-4TfON CxIY�N TO POSSIBL� FUTURE WO�OD SNRINKACxE. CARE SNOULD BE TAKEN TO NOt OvER.- SCaLE: i/4" _ 1'-O" � O � tORGtU� tN� NUt. N � �k' /� � � 1 } 2 3 $o� - o�� 4 5 6 i c:a��-r��__. ��:��.� � 21, 2„ ,, 8„ _ --, „ � �- �� 2 SN�4LL GOMPLY WITN S�CTION 1803 OF B.G.N.Y. + Av N07ED $ELOW BI�� -- 1� - C�" 9� - 6" � 9� - S�� 9� - S" � 9� - 8" � 9� - 6" 1'�_ �� , 501L TEStING, 501L GLAS5IFIGATION AND BEARINCz GAPAGItfES, �OOTINCa aND �OUNDATION DE51CsN SNALL BE IN - � 754"X4"X1/4" WItH — - , - ��N�: AGGORDANCE IUItH N.Y.S. BUILD(NG GODE GHAP?ER 18. 1 1/4" 5 �2" I 1/4" � TS4"x4"XI/4" w�r� F N � - T�S4"X4"XI/4" WI?I-1 I/4" BASE PLAtE �� O E(,v I ! I/4 BAS� PLA7E �( A. MAT�RfALS tt � I I�/4" BASE PLA7E I A-5 I I I �� P�Y T e �O \ I - 1. FILL AND BACKFII..L MA7ERIAL. OStAiNED FROt'1 ON-SI'f� CUtTING OR EXCAYAtION OR SOURCES LOCATED �4Wa7 _ 4 - 3/4"o NOLES �OR _ � DOIUNSPOUT *�� T��' �ROM T�I� GONStRUGTfON SIT� C�ORROWED� SN.4�LL. BE GL�.4N SAND, GR,4Y�L, EARTN OR �4 MIXTURE OF irtESE _ � I/2" ANCNOR BOLTS = `r �� * � '` '��' CONT,41NfNCs NO ORGdNIG MAttER WITN A MAXIMIUM StZE OF 4", _ ' _ �` � y_ �"� • �' � ` _ � _ � _ ' _ � / .�F b � .: �. , � , ; � rn >�, -�. ' w - C = �- �, _ <-- - �� _ �° _ 2 �\�`�� cu � � � �A - T5 d"X4"X1/4" WItN !;- , ,� � , .,�. ,��- ��., A v,� t::,,.;,,.� �� 2, GOMPACTED �IU-. UND�R SLAB ON GRADE b�-lAU. �E W�LL CsRADED SAND OR BANK RUN. GR,4VEL F��OM � I V4" 7HiG. BASE PLAT� �.o �3493 ��,° SIT� OR SOURG� APPROVED BY Ta-IE SOfLS �NGfNEER AND APPROVED AS SUITaBLE M,4TERIAL FOR TI-IE PURPOS� � � ; � OF SLIPPORtING tH� SLAB ON GRADE. MINIMl1M SEARfNCs GAPAGITY t0 B� 2 tONS P�R SG21J�4R� FOOt + 3 tON � ` R�FES S 1�'�+ � _ _ = 6" CMU �,48� W/ 870NE Y�N�R t0 MA�tCN EX15tING � - _ , � JEFFREI' t. BUTLER,P.E. P�R SG2UAR� FOOt FOR FOOTINC:S. � � � , S. GOMPAGtED B�4GKFILL ( ' � � m � ( I � � T. 1. PROMPtLY BACiG�ILL DcC�4Y,4tfON8 ,4S IUDRK P�RMITS, BUt NOt SEFOR� CONCR�t� UTAI..LS AND FOO�INCsB � _� � � Q �-�- � NAYE �4TtAfNED FULL D�SIGN S?'R�NCiTN AND PIPING AND OT�IER fTEMS BELOW BAGKFILL H,4YE BEEN TEST�D AND ^ � T Q APPRovED. O H // � 2. BACiG�ILL AND FILL TO NEW 6URF�4G� GRADES AS REQUIRED. I� SU�fGIENT 50UND aND APPROY�D �ILL I I I ,' T54"Xd"XI/d" WItN � O O M,4t�RIALB ,4RE NOt oN NAND to COMPLETE FILLING OpERATfONS t0 REG2UIR�D GRdD�S, PROVIDE SAM�. � �� 1/4" S A S� P L�4 t� � H N > , - - �' �� tS�'�E4�CIf�" ��_ - - - - - - - - - - _ �. I � `�_--� — B �..� � �O (A 3. FILL SHALL BE CONSIDERED ,4S SA7ISFAGTORI' BEARINC: MA7ERIAL, THEN PL4CED fN ACGORDANG� IUITH THE I ' ' I/4" B.4SE PLATE ��J FOLLDUIINC� PROC�DURE: tS�4"X4"XI/4" WItH =� • a Q r � }- � i v.a t N+c. s a s� P�a t� � I I I I � � � O � N � � } A) B�FORE PLr4CEMENT D� FfLL tHE EXISTING GIROUND SURFAC� SHALL BE STRIPP�D OF AI..1. ORGANIC CzROIUTN, 1U00D, RUBSfSN, �EBRIS AND OTNER ��LETERIOUS OR UNSLlIT,4BLE M�4t�RIA1.5. AFTER StRIPPING, tHE GROUND I _ _ O a (� 0� � z SU RF,4G� SNOULD B� GOMPAGT�D TO TH� DQdSI'TY D�SGRIB�D 6F101U. O 3 c0 co � `� Q � � �q (L I � �, "' � Oz0 Q � � � � 8) MATERI/�L5 �OR FILL SN,4LL GONSIST OF CLEA�N CaR�4NULAR 501L GONTAINING NO DELETERIOUS MATTER. It O � � y SNAU.. GONTAIN NO PaRTIG1.�S �XG�EDINCs 4" IN 175 L.4RCxE57 DIM�N510N, 8� W��L CsRAD�D �IND G�7NtA(tv u0 - - NON-SNRINK GROIJt "� i- � A"5 � � � � I I "C� a" � � MOR� TNAN 12% BY WEIGI-4T O� MaTERIAL PdSSIN�Cs TNE NUM$ER 200 Sf�YE. � 6° �� u � U O 0 O m G� �ILL 5�1,4LL BE PLAC�D AND GOMPACTED A� ITS OPTIMUM MOfSTURE GONT�1�tT, IN UNIFORM L�4Y�R5 tiCT I „ � Q Q � z 0 O f=REATER TNAN ON� FODT TNIGK AND �AC�I �AY'�R S�IAi� S� GOMPAGT�D TO A D�NSItY OF 98qo O� ftS MAXIMUM 4 - 1/2 �4NGNOR BOLtS _ ' ' 1- � m d� D�NSftY A�T FOOtINCsS + 95io OF It8 MAXIMUM DEIN5ITY At SLABS ,48 DEtERMINED BY ASTM D15�'1 (MODfFfED � I � - ��. - - -I - - I- - - - —�- - - - ----�— - - ��' - � r l O U ~ � PROTOR DENSItY) PIELD DEN51tY SNALL B� YERIFfED S7 IN-PL4G� DENSITY tE575 MAD� IN ACCORDANG� IUITH z I � � Cj � v�/ � U � _1 AStM D1b56 C5,4ND CONE M�'i'NOD�. FI11 51-IALL 1NOT B� PLAG�D WNEN �ROZEN OR ON �ROT�N SUBGRAD�. � � � F'� � I L"y � � � D) GOMPtLCt�D FILL OP�RAtIONS 5N,4LL H� GOMITINUOU5L1' INSP�GtED BY Q 501�5 �TIGINEER. I w � 4 i m � I I I I I � � w � ': �, m 6�� z O , , z w � r Q' 6° 7S4"X4"Xl/4" U11tN tS4"X4"Xl/4" UJItN � � q � TS4"X4"X1/4" IUItH ` . U Q Q ` 1,✓4" BASE P1.At� 1/4" pASE P(_,4T� 3 �, i/d�" BAS� P�ATE _��.�� Q�� "� �� ':��,��4�� I I I I I � A-3 P�4C��: ALL WORK SI-4ALL GOMPLY Wltl-I ST,4'f� AND LOCr4L GODES .4ND R�C�UL4TION5, ILAT�S7 EDITION), ,4ND p �.�. ; � �. > r ;� �,- . . � ,. SHALL 8� SUB,I�GT TO lNSP�CTIDN AND APPR01r�AL SY ALI. 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