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HomeMy WebLinkAbout37638-Z .*'guFFock TOWN OF SOUTHOLD /49 oat' BUILDING DEPARTMENT +o TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37638 Date: 11/19/2012 Permission is hereby granted to: O'Reilly, Martin & O'Reilly, Elizabeth 477 Fourth St Brooklyn, NY 11215 To: Demolition & Construction of New Single Family Dwelling; Kitchen, Living/Dining Area, Den, 2 Bedrooms, 2 Baths, Powder Room, Deck, Shower, Garage, Porch, Mechanical Room, Cellar Entrance, as applied for. \JO At premises located at: 01- 1420 Trumans Path, East Marion (6L-Li SCTM #473889 Sec/Block/Lot# 31.-12-12 Pursuant to application dated 10/22/2012 and approved by the Building Inspector. To expire on 5/21/2014. Fees: CO -NEW DWELLING ---$59700 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,723.90 Total: $1,773.90 r Buil ng Inspector Form No_6 � • TOWN OF SOUTHOLD. � La.-32- - 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: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). . a. Approval of electrical installation from Board of Fire Underwriters. • 4. Sw.om statement from plumber certifying that the solder used in system contains less than 2/10 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 Inspector 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- $100.00 3_ Copy of Certificate of Occupancy-$.25 . 4. Updated Certificate of Occupancy- $50.00 - 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial$15.00 Date. � — 1 Q - / z New Construction: % Old or Pre-existing Building: (check one) - Location of Property: N'2.0 , ) House No. Street Hamlet • f Owner or Owners of Property:- cVc.v -�S. Q G�1-tom • Suffolk County Tax Map No 1000, Section 51, Block Lot `Z Subdivision Filed Map. Lot: Permit No. 3 7 ast. Date of Permit. Applicant r,,,/ Health Dept.Approval: Underwriters Approval: . Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted:$ 57 �� �r pplicant Signature FIELD INSPECTION REPORT DATE COMMENTS . ' • FOUNDATION(1ST) • • • FOUNDATION(2ND) 1 . -� • • ROUGH FRAMING& • PLUMBING • k p� INSUL•ATION PER N.Y. STATE ENERGY CODE kik • • • 7 • FINALy 0 • I � V ADDITIONAL COMMENTS • Ski® .60t7.-0,--1.. • o • • z m C>1 N • o • � E� o ,OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST .-AG DEPARTMENT Do you have or need the following,before applying'? N HALL - Board of Health 3OUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 • • •. _ • • Planning Board approval FAX: (631) 765-9502 3 Survey SoutholdTown.NorthFork.net PERMIT NO. ��-,0 Check Septic Form I N.Y.S.D.E.C. Trustees - C.O.Application i [ — i Flood Permit Examined l ,20Single& Separate Storm-Water Assessment Form r Contact: c...„/ � �y 1 Approved i ` 11 ,20 id" Mail t> : po (Z,o,/... 23&`-c Disapproved a/c 27 i 1( Pi 1\%'\ L . Phone: &OZ. -(�Zc- c oo2. Expiration — D ,20 1 �l • . �, _._._.__o5_/ e___ . , Building Inspector APPLICATION FOR BUILDING PERMIT Date \.b/(5X 1-2= . , 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 planto Scale.-fee according to schedule. , , b. Plot plan showing location of lot and of buildings on premises, 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 work. 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. f. 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 other regulations affecting the property have been enacted in the interim,the•Building lnspecta:niay authorize, in writing,•the extension of the permit 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, Suffolk County,New York, 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 at -- a 4ly with all applicable ws, ordinances, building code, housing code, and regulations, and to admit authorized i tcrE o r xi�i esVd E b 1 • g for necessary inspections. , , OCT 1 9 2012 ' (Signature of'applicant or name, if a corporation) BLDG DEPT Co' /34-( ( -Al ' ( 1.-N W�(�' TOWN OF SOUTHOLD (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C =S-2, _N Name of owner of premises C;—.C.--g ��- CI pcFD_A_`-' (As On the tax roil or latest deed) --- 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 proposed work will be done: House Number StreetHamlet County Tax Map No. 1000 Section 3\ ' Block \2' Lot 0 Subdivision 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 Sv.x.A.Q. Ry.A.c,‘,- ( •-,' 6/1, b. Intended use and occupancy c,% %.,;. 9),-,m-t -g_10) _ 3. Nature of work (check which applicable): New Building < Addition Alteration Repair Removal Demolition ?( Other Work (Description) 4. Estimated Cost (,CO,cc:),to Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I- Number of dwelling units on each floor If garage, number of cars 1., 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use, 7. Dimensions of existing structures, if any: Front 32 -v,. Rear 3Z '-o" Depth ',2 f-CD Height 131--�.' Number of Stories 1.. Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 6$,-06 Rear �� -o'e Depth �(o-o" Height l()- C$ Number of Stories L 9. Size of lot: Front 13 1-0 r, ORear 1011-O" Depth X ZD =0w 10. Date of Purchase APR.ta,.q, 2.ct,6 Name of Former Owner Y Psu vF )61. 1 11. Zone or use district in which premises are situated P.---40 / ( ttp� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X\ 13 Will lot be re-graded? YES NO X Will excess fill be removed from premisess? YES '. NO 14. Names of Owner of premises 1,;1,c,� -�-ll~ 041.1-01 Address Lir '., ���t ZPhone No. -4161 Name of Architect 14-4,to&r ligm.as. u2 Address 12.6 l2)cn 5.311'47(0 Phone No v}l$'g32.4i34 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES x 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 >C NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property iines.n 4, ,01„,„ 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 OFJvFFo ) D&-A,12, V- ' -_. being duly sworn, deposes and says that(s)he is the applicant (Ii!ame of individual signing contract) above named, (S)He is the CN�ca_;P____ - (Contractor, Agent, Corporate Officer, etc.) . of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this iS7A4 day of 0c 086j4— 20 /2— '1 .--"'').-7MARY E. CRQGHAN Notary Public, State Of New York, Notary Publ No. 01 CR6005488 Signature of Applicant Qualified In Suffolk Co Aar: Commission Expires July 14, 0 fS .. ..., • ,-.,, .'.'5.4, - ,4,1,V' ,-_ .,...As ti,, ;OP.,, _ 01$4.,_-___ _,As.,...,._ _ --,-ti•-•,'=::--_,‘. 1- ---qi-fri-,4., - lis. "1,01 --"A\ /.14. —;'\ / .:: '• '-'\'., ,,X\ /if*''• .'.7:',:* WO,- -. AV,ihrekk/ A-,'\--,..A\-4,7'0 -- \f-Wk\lib/ -_-1,' 1 43/4'" I- ' ro, " 1--.-.,..:,..404 .--1 •^,Th-A 'J. 114-4.‘-t‘-( At_______" 1- 5.4014fr/ ''.,ft \-- .64ike-1._ , J,ft' \-0,41.,it k.,", - -.914,--,/ . ,,',-__,A 1 , .-. ' ' 1 - . ., . „;.., ... , ar,,,i, • ''''''1-4• • ...,-----. .Ir ,.iy. • .-„•.;;"4 BOARD OF SOUTHOLD TOWN TRUSTEES . ,. SOUTHOLD,NEW YORK - ,„ • ,,. ) ---- - 10: , -.i..,: 4.-i" 44 0 PERMIT NO. 7382 , DATE: AUGUST 18,2010_ • „,-,- . 7074 !' t7 Pv ISSUED TO: MARTIN& ELIZABETH O'REILLY ,. •.., , : -, .. - ., . #7= --.. PROPERTY ADDRESS: 1420 TRUMAN'S PATH, EAST MARION ... .. . i ,,,,. •-• -,,,,_ ' • ' SCTIvl.#31-12-12 ( . . , . . . 40, . \ • ....,,it, AUTHORIZATION; ' ,, - , ,; ..; _ , • 1 ._-,.__. .. _ ,i. ( Pursuant to the provisions of Chapter 275 and/or Cbapter.111 of the Town Code of the Town of 494: -,• Southold and in accordance with the Resolution of the Board of Trustees adopted at the e meeting held on -k ii„;',, • . ---, August 18,2010,and in consideration of application fee in the sum of$250.00 paid by Martin&Elizabeth ,- .•-•:. ,00 ON O'Reilly and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of ' '•.'"-- Trustees authorizes and permits the following: .. ' - ' ”" •-; IT - # , 4004 dwellingWaentldanindsPtaelria statnoitdaerr;olitheweixthisttihneg,cdowndellinitiogn or;ca.,,,;t„rwiiiedte7 system, ;7,l 0). ' newatu2rihalslyt6ry vegetated buffer area from the top of the slope landward; and as depicted on the site 4 g.., ( planprepared,byGarrettA. Strang,Aiitect,17! ,!ate,d:Aug7s.t`!9,,: 01:; 7d stampedapprovedonseptember7,2017. :i . _ , : , : -,.... ( • . , these presents . , l., , and 'ytyaelmsaai id'oBrito;rodfbthfeT,siisdteBeog ahrddreabyoefathius§esd-aittse.Cmp. o,ra,,,,,S,ea.,11to,ib e affixed, = . ....0 I( ,7 '' 'i , i r, -•• - ,, _ ,.. ,,,,--,,,;, , <, - , ,, / )-; :. ,- ,F11 :', • , ._...\ ,,,, - v- e , :.•,.,,,, i. 4&.4.!7•,•' ve...,N... - c., :, ' ,,•• % % , , - -471:froldir • i.' ‘-r. ,• io!'„--., .4 r b -,— Pry * ' ,r--.......-wr-100,......____....s. ,kt--5-' --, 1 • Vvt . ( WI' - -.147 %., 0. 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James F.King,President Town Hall Annex Bob Ghosio,Jr.,Vice-President Z l 54375 Main Road �O ® : P.O.Box 1179 Dave Bergen g �,� �,�t= ZEST Southold,New York 11971-0959 v John Bredemeyer N , '.' @ 1 Michael J.Domino � �� a0 1) Telephone(631) 765-1892 D � 11• Fax(631) 765-6641 '� BOARD OF TOWN TRUSTEES June 20, 2012 TOWN OF SOUTHOLD Garrett A. Strang, Architect P.O. Box 1412 Southold, NY 11971 RE: MARTIN & ELIZABETH O'REILLY 1420 TRUMAN'S PATH, EAST MARION SCTM#31-12-12 Dear Mr. Strang: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., June 20, 2012: RESOLVED, that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit#7382, as issued on August 18, 2010, and BE IT FURTHER RESOLVED, that the Southold Town Board of Trustees grants an Amendment to Wetland Permit#7382 to relocate the proposed garage to the north side ,of the dwelling, reducing the area required for driveway and parking; add steps to grade from the deck on the west side of the dwelling, which will project 31 beyond the original ,footprint; add steps to grade and a bilco entry door to the-MET'nent on the east side of `the dwelling, w ich will project beyond the original footerint; and to construct a 14'X 20' gardensh d off the souieast corner of the dwelling, and as depicted on the site plan prepared by Garrett A. Strang Architect last dated June 11, 2.012 and stamped approved on June 20, 2012. This is not an approval from any other agency. Sincerely, James ing, Presiden4 Board • Trustees Aft• ear NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-03992 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: - MARTIN/ELIZABETH O'REILLY OREILLY PROPERTY 477 4TH ST 1420 TRUMANS PATH1SCTM# 1000-31-12-12 BROOKLYN, NY 11215 EAST MARION, NY 11939 (718) 369-7900 Facility Application Contact: GARRETT A STRANG ARCHITECT PO BOX 1412 SOUTHOLD, NY 11971-0938 (631) 765-5455 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 724.016 NYTM-N: 4556.174 Latitude: 41°07'33.5" Longitude: 72°19'53.1" Project Location: Truman's Path, East Marion Watercourse: Marion Lake FWW#GP-1 Authorized Activity: Demolishhexisting dwelling, abandon existing septic system, construct new dwelling with walkway, deck and steps. Install septic system, drive and shed. Construct stairs leading to, a 3' x 44' catwalk with stairs at the seaward end. All work must be done in accordance with the attached plans prepared by Garrett Strang, last revised 5/4/12 and stamped NYSDEC approved on 6/7/2012. Permit Authorizations Freshwater Wetlands - Under Article 24 Permit ID 1-4738-03992/00001 New Permit Effective Date: 1/24/2011 Expiration Date: 1/24/2016 Modification# 1 Effective Date: 6/7/2012 Expiration Date: 1/24/2016 Page l of 7 dilk tn.. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03992 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARK CARRARA,Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKI50 CIRCLE RD STONY BROOK, NY 11790 -3409 . Authorized Signature: ,,' Date s / .9 / .. Distribution List GARRETT A STRANG Habitat - Claire Werner Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERNIITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: FRESHWATER WETLANDS 1. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York-on account of any such removal or alteration. 2. Post Permit Sign The peiuuit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. r 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they ' Page 2 of 7 4Town of Southold - Chapter 236 - Stormwater Management x frf 0SWPPP - Storm Water'Pollution Prevention Plan Assessment Form GENERAL T• INFORMATION: (All Requested Information is Required for a Complete Application) ,- Appik,r ltr NAME: Owner-Agent-Consultant Contractor.. e,er (Circle One) Property OWNER:(It Different than Applicant) 'p I- 4(, ( 1-'-f 11 a -')/ 9.� i Tett;,ox�2 Fax* Telephone t. i. aGi ; d i2.15 i E-Mals 0l►rf -9q�•3°�� ?vim , A ! Ir.lt`7 E-Nak i Fr0 Ades vac) -ro. ,h..*. -LL �,•- i 11-1% 1)•, Brief Desaiption of Construction Activity,Proposed Structural B I stabaGzati S.C.T.ltt.tic 1000 2,1 t2- 1'Z- I on BIViP ro' 1►i�,So7 I f PJ �Pe and/or Sequence of Construction Act vitt' obbkt Section Block tat PovidoAdd al Pages asNeodui) : Name or Contractor andlor Contact Persoq Responsible for Implementation of SWPPP. t (/,, . ' -- rz�Zz --� _ _I�z � �.J� i A 'a f�tr,C %c( �'Cs 1�Q(�( � 1 �`- - 'lsfL i � Ll i T phone fl: Fax# N� \�(S� Q � ` _ �]%� ! i •i ` E-Maik • l ¢.r�A�4 AY, • L',��7_R��r A7 P-�"�J'ntz ^C,sSt'eu7 . -•I . Name of Persons Responsible for Instal/Diked M lntenanee of Erosion Control Practice= d 10 - � .1L_L5 . r_l_ Teter&y�lZ?'OCY5Z - Fax#: i i lff E-Mack { Total Area of All ��1L p,A . Total Area of Land Clearing n , , Project Parcels: ."7'.'R /why and/or Ground Disturbance- JQD o • ISP./Acres) - / (S-F-/Acres) Project Duration: Start End (Anticipated)- r�' INd to rip,„„" iDate:064:4020_, Date--�s — -- ' - umDe/ eat • ten ."'p ) '4e, -----W5--(l, - - Will this Project Disturbe five(5)or More Acres at -- - Any One Time During the Proposed Development 7 I Yes I No 1 t If YES:Please Answer the Followingt t a. Does the Applicant have a Qualified Inspector On 1 l L____i Staff To Conduct the Required Inspections? Yes No � � b. Does the SWPPPindicate How Frequently the Site ( l List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: t Inspections will Occur and for What Period of Time? Yes No t i "`9 c. Does the SWPPP Adequately Identify All Temporary i l - ` r � and/or Permanent Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete 1 Yes i fl Project Phasing Pian? - - I ' No Cyt(eg.TMDL,3031d)listed,tin Status of Impacted WaJ¢rpaired_) e. Does the SWPPP Indicate Additional Site Specific El I-1 Practices that Will be Utilized to Protect Water Quality? Yes No ! t. Has the Applicant Submitted a Completed DEC Notice t i l Of Intent and SWPPP Acceptance Form for Review 1 1 ( I Type of Impacted Waterbody:leg Lake,Creek,Bay,Pond,Sound,Freshwater Wetland_) by the Town of Southold? Yes No STATEQ OF NEW YORK, �'�) ---- t COUNTY OF - -SS Thai 1, i t ,r i tdoat signing- ij being duly sworn,deposes and says that he/she is the applicant for Permit, And that he/she is the �� ...-.-.-�.-.N...-..-...M .. .. . 1 die oirt�r, ) I i Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have •..- anto i make and file this application;that all statements contained in this application are true to the best of his knowledge�and belief;and i 1 that the work will be performed in the manner set forth in the application filed herewith. i Sworn to before me this; i 1 day of Oat'QZI-e-,C I Z • i ,20 I ;1 Votary Public: . 2 , (Slignahxe of Applicant) ...._,'.,. I Nppp Asse -. ., -r., ,: 0 NANCY S BARTOW Notary Public-State of New York NO.018A6246841 Qualified in Suffolk O.un • My Commission Expires :i '1 j Preparation - Chapter 236 ForDepartrbentUseOn{y: Storm \I!, Water Pollutio_n_Prevention--P-lan if V-1 s•aT.IVI.#: Property Address; _ _ r Review Checklist ;Checklist # 'WI- 1 10b0 ,1 b 7i- �� OIsV et sail n 8 00 REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: (Does the SWPPP Adequately Provide for and/or indicate the Following:) i YES 1, NO NAtcXp(arlattbh fol'NO or NA. Plan Sheet 1. Dra)naLe Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site, f--•••t 2. Construction Phasinr Plan Indicatin Se uence of Proposed Construction Acctivitles, , i� Lo'--- catlo=(p 3. GeneralLocatlonMa �. 9 _.•_..-._. l=3:._L-- -- _ P.--------- -•-- ' ;© ta ---__...___ 4, Drafanga Site Plan Drawn to Scale at Sixt g0' feet to the Inch or ler er IndicaCln the Following', --_ __ _ K.(- Z_------ ---9 g_....- -plow- g, i ii =1 -a,_LoSeLtRILrgRe34rt-p ign of Properly Boundaries , - -----• b. SlteAcreani_ Boundaries; ----- ---- _. c. All Existing,Natural and/or Man Made Features on and within 50'of the Property Bounda i � ©I _ - --- - -' d. Test Hole Data Indicating Soil Characteristics&De th to Seasonal HI h Water Table; 0 - _ e -Contours_Indicating"Property Elevations MInl2' p'_ .__.__..__9__,_.___. . m r01 - - __.- - __.....^ - _ f.'-Spot Grade&Finish Floor Eleyatlons for Exists g and Proposed Structures; - .- -`- - 'i "''-- Looafron olWbodedkreas&lsolatecri ees'Willi a tlinimum Dimension-or t8"-Diameter;--- ' '_ _h-Soil Vonservallon*Maar sarSurvey; • -•_ •-_ ® [=1'�r ' ------- -- --- --.,....._ 5. Background Information about the Scope of the Project,Location&Description of the Site, >, --"'--" __ Aro used Changes to the Site and All Existing Development an the site Inciudln the Followln I_ =�- - ' " �' ----- --- 8 .P lam• _ _ a.-_AIUm1702Y 3�1uts lrtgluding J9te12r_ea_QL Land_Diahlrbance 8s-TC.otal$ite_Area;_____ -' 9• '® = t_- __ ___ b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume © � ^_ _ _ _ ___§,_Aatur_e_pfMaterials olvet �'C ----- -..__ c, AllAreas Ragplring,glearing•and/or GrubbingL ---•'-"" ' '"' - _ d, All Areas Where Topsoil Is to be Removed,Stockpiled and where Topsoil will ultimately O �}--- _ '- _ be placed--- t • e. All Temporary+&Permanent Vegetation to be Placed on Site; i 'f,_All_l em eomar�r&Permanent Storm Water Runoff BMP Control Measures Pro osed; -I Lou;.:"...1 __ =t --'- -'---- -- _ _9. The AriticlEatef Patfem of Sutface Dralna a burin Periods of Peak Runoff ©~_ _ _'__'•"' h.' The Location orallIioaas,Driveways,Slaewalks,Patios,Structures,Utilities&Other � � '-`-" ---- fm(srovemenfs-rn rdfri-1'em ora-..----- -- -•• -- ol---- ------- _ _ 9 _p ry Access&Consfiuctlon Staging Areas; -"";es,L=] t-- -••--- - - 1;-�fieP sing InalDonfouts"anao�Sp-off fevetlonsoftfiaslte, - - --.__-_?ti,� O =31,1* �--- --- -____------ - 6, A Schedule of the Sequence for the installation'of All Planned Soil Erosion,Sedimentation 162:1 &Stormwater Runoff Control Measures. 111Z1.l = 0 7. Descriptior,_of Pbllutign Prevention Measures that will be implemented. ";C52;= L --- 8, A Description of the Minimum Erosion&sediment Control Practices to be Installed and/or 'i L - _ -- _Implemented focEach Cjistruction Activitxthat will result In Soil Disturbance. _ 0 =1 9. OesoriptiortoJCostruckin&Waste materials Expected to be Stored On-Site. '--- -1132:1,0 �r 10, Temporary&Permanent Soil Stabilization Plan that meets the Current Version of theC -' '--' New York State Storm Water Design Manual Technical Standard. ' [� 01 -_ - 11._ General Site Plan and Construction Drawing for the Pro ect. t ' • 12. Dtmenslons,Material Sgeclftcations&tnstallation Details for Al Erosion&Sediment Control Practices. , = Or r - -N 13. Temporay Pjacticea that will be Converted to Permanent control Measures. _ 14. Implementation Schedule for Staging Temporary Erosion Control Practice or SMP, -• -i 3a = =L - 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion&-'-- '�' �'- Sediment Control Practices. i 0 0 i 16. Names of Potential Surface Waters of the State of New York and/or MS4 that may be - i r Imeacted byDeveloement. _iIO lei 17. �elineatisn of Storm Water Control Plan Imelementation Reseonsibilit(es for Each part of the Project gogstrgotton Site. 6� O - r 18;_AU other Existing Data that Describes Storm Water Runoff and/or Natural Drainage Swales_ 1s. Idantificailon of All Contracttir(s)/Suh-Contractor(3) Responsible for Installing,Constructing, 1 ,,' Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. I' ...&..!...4----1,'--1.!t Storm Water'Mnagerment Control Plan Checklist# 1 ; 03-12 • • :::oak-•-_ DEC "SWPPP" Preparation - Chapter 236-19 For Department Use Only; • r•• _ _ - - Storm Water Pollution Prevention--Plan PrvpertyAiidress: - - 1..6_ #1 Review Checkii5t Checklist # 2 1000M.#;- (Additional Items to be included-with Checklist# 1 when Article IIi is trrgered,) o t Sacuca 8looic Lo REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS; Does the SEPPP Adequate! Provide foto and/or Indicate the Following: YES NO N.A.t _ goes a - _n n•ica =an.ror- ow a tams =equre'_•�r__Checklist #1" n th s Packet_? ;Explanation for NO or NA.Must be Approved by 5M0 Plan Sheet _2, Does the Plan Indicate and/or Show a Description of Each Post-Construction Stormwater . _ Location (p Maria errant Practice 7 - _ -- ! _i- - 3. Does the Site Plan/Constructlon Drawing(s)Indicate and/or Show the Location&Size of _ _ Each Post_Const,-uctlon Stormwater Management Practice 7 0 0 r^� - --_•-.- _ 4 Does the Site Pian/Construction Drawing(s)Indicate and/or Show Hydrologic&Hydraulic Analysis m For All StrucWral Components of the StormwaterL.___ - _ -5. Does the Site PtaNQonstructlon Drawing(s)lfl icate and/or Provide arnenstem for t PractJOf Posse. - �� -- Development Stormwater Runoff Conditions with Pre-Development Conditions 7 0 i� =1- 6. Does the Site Plan//zonstructlon Drawing(jfndicate and/or Show All Dimensions-,Material -"- I'---- Specifications&Installation Details for Each Post-Construction Stormwater Practice 7 O Q l=] --`-- ""-'' . Does the Site� Plan/Constructlon Drawings)Indicate a Maintenance Schedule Providedtiy_ I the Constractor(s)to unsure Continuous&Effective Operation of Each Post-Construction ~ -- - --- Stormwater Management Practice? 0 0 6. Does the Site Plan/Construction Drawings)Indicate and/or Show Maintenance Easements to _ Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection C) 0 and Repair? 6. Does the Site Plan/Constrtictlon Drawing(s)indicate and/or Show Inspection and Maintenance Agreement( -that are Binding on All Subsequent Landowners 7 r 10. For All Activities meeting the Threshold In 236-19(8)(1),the SWPPP shall be Prepared&Signed _ By a Professional In the Principles end Practices of Stormwater Management&Treatment Who -` Who Shall Deoertt a that he Design Meets the Regguirements of Chapter 236. 0 0 •11. Ds the Plan Indicate and/or Identify All Potential Sources of Pollution which may affect the -••• O r Quatit of Stormwater Dlschar�es? _•__ 12,-Does the Plan Provide Documentation Supporting the Determination of Approval with Regard to Historic Places or Archeological Resources that includes the Followln 0 0 (_] -- a. Information whether the stormwater discharge or land development activities would have -' ►- an effect on a property that Is listed or eligible for listing or eligible for listing on the O O 0 State 4,r-l`lotlonm •Register of Hlatq-rip Plaoes; ___ b. The Results of Historic Resources Screening Determinations that have been Conductedi_... 0 0 =::c. Description of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed, ' •'- -'- _•' - or Eligible for Ustln ,_on the State or National Register of Historic Places;and ^i 0 0 =1 -- - d. Where Adverse Effects May Occur,Any Written Agreements In Place with rho NYS Office L of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to 0 0 0 • - - Mitigate Those Effects. 13.- A Description ofthie Soll(s)Present at the Site,Indluding an identification of the - -"' Hydraulic Still Orou __,__ 14• Identlflcatlon of M0;11171s-01 y The-deign-that are not In Conformhc ae with the -- L. Design manual,Including Reasons for the Deviation or Alternative Design and a Description 0 =I 0 - of the Egulvalen y with technical Standards. 15, A Hydrologic and Hydraulic Analysis for All Structural Components of the r Stormwater Management Control System. 0 r0 © _._____-_- 16. A Detailed Summary,with Calculations,of the Stang Criteria that was Used to Design - s_ All Post-Construction Stormwater Management Practices, 0 Q 0 - --.- - 17. An Operations and Maintenance Plan that includes Inspection and Maintenance r•---w Schedules and Action to Ensure Continuous and Effective Operation of Each i 0 0 0 ---••--•-•__- -_. Post:Construction Storm Water management Practice. Storm Water Management Control Plan Checklist#2 ; 03-12 i 4� .'�- Town of Southold - Chapter 236 - Stormwater Management 1 ,v CONTRACTOR CERTIFICATION STATEMENT Prior to the commencement of construction activity,the owner or operator must identify ALL contractor(s)and sub-contractor(s)that will be responsible for installing,constructing,repairing,replacing,inspecting and maintaining the erosion-and sediment control practices included in the SWPPP;and the contractor(s)and sub-contractor(s)that will be responsible for constructing the post-construction stormwater management • practices included in the SWPPP. The owner and/or operator shall have each of the contractors and/or sub-contractors Identify at least one person from their company that will be responsible for implementation of the SWPPP.This person shall be known as the trained contractor.The owner and/or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below beforethey commence any construction activity: i• CERTIFICATION "I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to . implement any corrective actions identified by the qualified inspector during a site inspection.I also understand • j • that the owner or operator must comply with the terms and conditions of the most current version of the New (- York State Pollutant Discharge Elimination System("SPDES")general permit for stormwater discharges from - E = construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards.Furthermore,I understand that certifying false,incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal,civil and/or administrative proceedings." rn4: Date: In.addition to providing the certification statement above,this page must also identify the specific elements of the SWPPP that each contractor and/or sub-contractor will be responsible for: Specific SWPPP Element: � �..L4, thpoyiC,A- %_r.divr A-e> • (Please Describe Here) a "-n ----------• ---- NAME and TITLE of the Trained Contractor(s) responsible for SWPPP implementation; £ (( ,� r / i2 NAME: lo`t�w� True: DM= NAME, address and telephone number • of the Contracting Firm; --�� 6V- Z1-(*` 447 lt- N_t9C3 r. Property Address and • Suffolk County Tax Map Number of the site; __1%-k_20_ u' . L7 Q(, S-C•T• 1-#: 1000 39 12- Mo(l �t-� District Section Block Lot ( i it i l � The owner and/or operator shall attach All certification statement(s)to the copy of the SWPPP that is maintained t ' at the construction site.If new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced,they must also sign the certification statement and provide the i information listed above. For projects where the Department of Environmental Conservation requests a copy of the SWPPP or inspection reports,the owner and/or operator shall submit the documents in both electronic(PDF only)and paper format within five(5)business days,unless otherwise notified by the Department. ;WPPP Certification Statement FORM: 03-12 r S SWPP 111 PROJECT: O'Reilly Residence 1420 Truman's Path East Marion, NY 11030 ATTENTION: Town of Southold ADDRESS: 53095 Main Rd Southold, NY 11971 DATE: October 15, 2012 PO Box 2364 FROM: Cy Keener Sag Harbor, NY 11963 866-898-9209 http://www.asul.us MEMO: ADDITIONAL INFORMATION AS REQUIRED BY SWPP CHECKLIST#1. 2. CONSTRUCTION PHASING PLAN- SEQUENCE OF PROPOSED ACTIVITIES: General construction phasing plan is as follows: Survey and establish clearing limit and location of project limiting fence. Establish and maintain project-limiting fence with silt fence and hay bales per plans and DEC standards. Demolish and remove existing residence. Clear trees and brush in proposed hoorrinootprint. Excavate for new me and garage. Complete concrete foundation portion of new construction. Install foundation drains and back-fill up to new structures. Construct framed portion of new residence and garage. Install new septic system and driveway per plans. Re-vegetate site. 5. BACKGROUND INFORMATION ABOUT THE SCOPE OF THE PROJECT, AND PROPOSED CHANGES TO THE SITE: Scope of project is limited to demolition of existing single-family residence with garage, and construction of a new single-family residence as described in attached plans and site p. 5 F.TEMPORARY AND PERMANENT STORM WATER RUNOFF BMP MEASURES PROPOSED: Temporary storm water runoff measures primarily consist of establishing and maintaining a project limit fence per DEC standards throughout the construction project. BMP measures primarily consist of limiting cleared area, following slope erosion control methods per BMP standards, establishing and maintaining a construction entrance, construction site waste and concrete wash out areas per EPA BMP standards. 10/19/12 1:51 PM • 4, 6. SCHEDULE AND SEQUENCE OF THE INSTALLATION OF ALL PLANNED SOIL EROSION, SEDIMENTATION &STORM WATER RUNOFF CONTROL MEASURES: The project will proceed in the following manner: Establish and maintain project limit fence before any demolition or construction begins. Minimize quantity of exposed soil throughout demolition and rough grading phases. Install and maintain BMP approved stabilization to all exposed soil throughout all construction phases. Stabilize all exposed slopes per BMP standards throughout all construction phases. Establish construction site waste and concrete wash out areas before foundation phase of construction, and maintain throughout all phases. 7. DESCRIPTION OF POLLUTION PREVENTION MEASURES THAT WILL BE IMPLEMENTED: Pollution prevention measures consist of ensuring no storm water runoff into the neighboring water per DEC and EPA BMP protocol outlined above, proper management of construction site waste, concrete wash out, and construction vehicular traffic into and out of the site per EPA BMP standards. 8. DESCRIPTION OF MINIMUM EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSTALLED FOR EACH CONSTRUCTION ACTIVITY THAT WILL RESULT IN SOIL DISTURBANCE: Pre construction: establish project limit fence per plans. Demolition: employ and maintain DEC and BMP soil stabilization to all exposed soils throughout phase. Site grading and storm water retention basin construction: employ and maintain DEC and BMP soil stabilization to all exposed soils throughout phase, including stabilization of all slopes, and establishing permanent stabilization of all slopes once grading/construction is complete in a specific area. Foundation construction: employ and maintain DEC and BMP soil stabilization to all exposed soils throughout phase. Frame construction and finish: employ and maintain DEC and BMP soil stabilization to all exposed soils throughout phase. Septic construction, site final grade and landscape construction: employ and maintain DEC and BMP soil stabilization to all exposed soils throughout phase. Install permanent stabilization as soon as is feasible. Inspect and maintain all of the above weekly (7 day maximum), as well as before and after all 1/2" rain events. Maintain record book and log of all practices and inspections. 9. DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS EXPECTED TO BE STORED ON- SITE: Construction and waste materials shall be sorted into multiple roll off containers depending on material type. Typical construction materials include wood, steel, concrete and plastic. All materials to be incorporated into the structure, and all waste materials shall be stored in accordance with EPA BMP standards, including the use of covered containers, and location of storage area • to minimize soil run-off. 10/15/12 1:47 PM 10. TEMPORARY SOIL STABILIZATION PLAN: Temporary soil stabilization techniques meeting DEC and EPA BMP standards shall be used throughout the construction process. These techniques include minimizing exposed soil, stabilizing exposed soil with mulching or hydro-seeding when necessary, protecting steep slopes and cuts, and maintaining the project limit fence. 14. IMPLEMENTATION SCHEDULE FOR STAGING TEMPORARY EROSION CONTROL PRACTICE OR BMP: Project limit fence shall be established before demolition, site grading or construction begins. Temporary soil stabilization techniques shall be used and maintained throughout the construction process. Permanent soil stabilization shall be installed as soon as possible after completion of each phase. 15: MAINTENANCE SCHEDULE TO ENSURE CONTINUOUS & EFFECTIVE OPERATION OF EROSION &SEDIMENT CONTROL PRACTICES: All erosion control practices shall be self inspected every 7 days, before each forecasted rain event, and after every 1/2" rain event. Any maintenance required shall be completed immediately after inspection. 17. DELINEATION OF STORM WATER CONTROL PLAN IMPLEMENTATION RESPONSIBILITIES FOR EACH PART OF THE PROJECT CONSTRUCTION SITE: All storm water control implementation shall be the responsibility of ASUL Inc, the general contractor overseeing the project. Any work soil stabilization completed by subcontractors shall be inspected and maintained by ASUL Inc. 19. IDENTIFICATION OF ALL CONTRACTORS RESPONSIBLE FOR INSTALLING, CONSTRUCTING, REPAIRING, REPLACING, INSPECTING AND MAINTAINING THE EROSION &SEDIMENT CONTROL PRACTICES: ASUL Inc., PO Box 2364, Sag Harbor, NY 11963 shall be the primary ' responsible party for installing, inspecting and maintaining all erosion and sediment control practices to DEC and EPA BMP standards. Responsible, certified individual is the site superintendent, Cy Keener. Mobile number: 602- 625-0002. Email: keener@asul.us 1 10/15/12 1:47 PM S0 ,� �/��® Town Hall Annex �� �® : Telephone(631)765-1802 � 54375 Main Road ; Fax(631)765-9502 P.O.Box 1179 : G ' ; Southold,NY 11971-0959 '`e> `®oe ��OOUNly,* o BUILDING DEPARTMENT TOWN OF SOUTHOLD Martin.&Elizabeth O'Reilly May 5, 2015 1420 Trumans Path, East Marion, NY 11939 During a recent review of Building Permit #37638, the following information was found: -Building permit #37638 has expired and a Certificate of Occupancy has not been issued to it. -Health Department Approval R10-11-0026 has expired as of 7/29/2014. -Trustees Wet Land Permit No. 7382 has expired. To continue with this project you must renew your Health Department Permit, Trustees Permit and Building Permit. Then submit the mentioned renewals to the Southold Town Building Department. It is unlawful to occupy or use said structure until a Certificate of Occupancy has been issued. Please contact our office with any inquiries. Thank You, Southold Town Building Department (631)765-1802 Southold Town Building Department io�gUFF�t�%.% P.O.Box 1179 Permit#: 37638 '*•':. �� 53095 Main Rd Permit Date: 11/19/2012 ;12 rI'1' Southold,New York 11971 • 0-4101 . ao` (631)765-1802 Expiration Date: 5/21/2014 .,�'-„<< Parcel ID: 31.-12-12 BUILDING PERMIT RENEWAL LETTER Dated: 5/5/2015 Applicant: O'Reilly,Martin& O'Reilly, Elizabeth Location: 1420 Trumans Path, East Marion Work Description: SINGLE FAMILY DWELLING Demolition& Construction of New Single Family Dwelling; Kitchen, Living/Dining Area,Den, 2 Bedrooms, 2 Baths, Powder Room,Deck, Shower, Garage,Porch,Mechanical Room, Cellar Entrance, as applied for. A FEE OF $1723.90 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: O'Reilly,Martin& O'Reilly, Elizabeth Address: 477 Fourth St Brooklyn,NY 11215 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. B. P. 4 37635 BUILDING PERMIT EXAMINER CHECKLIST j`Date Submitted: 1 o-(61-71c9'. Date Reviewed: 11 g- I2` CG / 22i'It.tL.. Owner:Applicant: dtz� / tu I, / / ArchitecdEntrreer: r , + • Estimated Cost: ' ®® / pp SCTM# 1000 — 31 — IQ. — IA Subdivision: Zone: R 10 Conforming? NO _ Property Address: ) 'to-0 -4-- P City: Ea-4-€4/(211101-Pre COs? . _ Building Permits (Open/Expired): BP -Z/C/O Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z I C/0 Z- , Info: BP -Z/C/O Z- ,Info: BP -Z/C/0 Z- ,Info: Single& Separate Search Required? Y of Determ'nat'on: ST0RIAM/J utAte 4,18,A �,",..Rita asF..F 4-e.`�Q� 6 O b :ed�.�i ",-7�a< .. REQ. Lot Coy. a o 0 ACT. Lot Co �r a% REQ. Lot Size: ) ACT. Lot Size: Q REQ. Front 14-01ACT. Front So/ REQ Side /S-/ ACT. Side IS/ REQ. Rear L-3 ` PROP. Rear• Oft REQ. Height 35/ ACT. Height o/S R . floTH SIDES 3-�'A C T .7._S--/ I'I i ]h n6L�y�},,oti L I 1. 1 .... './� '' , . I ,` . 1 , r ` a7.24_ DAG, -- ro 'e rt escri ion• T �,�� 4, .Zdy,'_, � ,7 %� � � , _I �n�., r Q Waterfront?TY or N? • / ' i ..pp p__ 3 i + /' 9 If yes, water body: 6) Panel# Flood Zone: N Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED ?La 1 S (+I) SIGNED, S #Lt*D Of SW:VEy OR S'ITE P1-AN_42k Suffolk County Health: Ygor N- If yes, *Bed#: 4 *Date: 7/019/II *Permit#: R10-41 - 004 Town Septic N - If no, certification requ' ed: Y or N Received: Y or N By: i��r P '� 6-7-1a. NYS DEC: PRE-DEC 9/U7s©or N - Date: '/ 77/ ,,p-a-9--i # 1'1'7-7 0-03`�7a-oaba - Notes: Southold Trustees:Oor N - Date: 7/ I�/ I'D Permit#: 73 Yal. tea: N.T Let-Notes: 61-0-(9,j I `'t_.2 " 1.m. Southold ZBA: YN Date: / / Permit#: -Notes: Southold Planning: Y o Date: `/ / Permit#: -Notes: _ Town Landmark C of A: Y o@DTE: / / *NYS CODE compliance(page 2): Y or N \ CoNTR1t7 �o LICENSt DISkFBJLIT' LIABILITY .W0l.k/RNs COMP-/ -547-/o// „PIA. Notes: , Wx a`T " -e1a_,2e . . .. Fee Structure: Calculation: , Foundation: (4 SF at I If x $ • 7v =$ 11477, 0 First Floor: ), go SF + Initial Fee: $ -00 c 0 ,111 SF + Additional Fee ( ): $ Other: 1).fr►► ' ' ' . SF g a I SFX $ ,30 =$ 9, 44:) , 30 Total: L I SF +Initial Fee: $ I ® O O 0 + Additional Fee ( ): $ C ofo FEE) $ 50. 00 A S B U i LT FEE -69- TOTAL: $ 1 )7 A 3 ®10 • NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC-DESIGN CRITERIA: Ground Snow Load:20 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: • HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: YIN VENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM-ON LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN Y/N CERTIFICATION• Y/N ENERGY CALCS:a (REscHECo ?I0 • TOTAL COMPLIENCE? 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"/-.l \•.. f . • \ N'S' \4 ') ,`/\/ /\ /•�, "'/J/` •-1, J/' g'/,\ .A \../ ! ..\\ - . \,.. / ‘„,.,, /';•„,, ,.,....• \,/.,, ..„.„..,:„. /--„,:„;,, ..,,,„.. ) / ,' ti • I \ � rl / ., \ / \'.../\;/;/.' \*>• '':'. '- -,,,./=1/ ''•N't• o, /i ., C '/ '/' r. �:1Tt".;, r <. . 1\ et.'ca.,•F4 v.,- , \� i / / ` \ //NJ\T?\', . _ j'1/ r 1 I mo r �—- ' - -1//�� '. • 1--i o G'l"--\_- _ • SITE DATA -/j'��,'//� 1 +/1 {��} SITE AREA .517 ACRES - 22 511 SQ. FT. 5 '�\-\\./ h `r--» r,. . 4 F... 6 r, a7-•- t-.J V 1 , t UI Ns-) ' r_ - t , 4 — y, a . _ . .- tit a, ••r' A f �� - �` t r'�-'. '� C --. - t , /A i G:-- -`1 f=''. -.- \,----- TAX MAP # 1000 - 31 - 12 - 12 ZONING R ;40/RESIDENTIAL t c2 .,- - N/7/P 7A~/ 1 1/ `A -t'->`( - ,/ • t'.'a, 1,,,, ,,-1 ,/;T- ✓ 1 ,'^. f-1 ' %�-,----.1- 1 ,.,` .,..1-t— :f_f-'r _.._7:_( l �� FLOOD ZONE "X & "AE -7 ' AT WETLANDS AREA y ,/-(_S r GLE J �.tF t4:T, 0/2E>rJ i C'-' G/`" �'C'•.t---- G rz n...v t.....a sr' e.- c=_o'L $-t v _, ,% I/, u•:;' " /�.,'( r_^. ‘f'k -'.=' ,'"'�""�=`' ',"'� V, f = l,\ �-- WATER SUPPLY PROPOSED - SUFFOLK COUNTY ->; -i`i "t- t '�=\yt 1 �t. �vA'" D�''4F� r- . l `,11 /1 I z> �. Cs �`<''',` `I t Y r.', I , WATER AUTHORITY t-1:--U -r-'..... -' w a --- _._.. 1 - _ ..� d.,, ---• �` �': _41. . �j- _ _ __ ;i c.:.7:--2-4 -. / L so ! if,-„+r- C. c_r.1 : •v..`''w,<_,z. v•-.,,,...4-4 c' .---- ,„/ '.. 9 ` `• ,'=: 1 ' USE \-\\ , 41 . ,l ^- 1 I t` ! r i :n.4 r,I A i-,�.� z...,_.....--.:„.....,_..›.--• ✓ .%- q 1, �t n �- r 4 t r j. ;_, -_ ._ ^L` r' . \�' ri- .-. �-. .-__- �irp.. I '. EXISTING SINGLE FAMILY DWELLING -4Q ;1• "rr,. _ t ` if ij , --- PROPOSED SINGLE FAMILY DWELLING T . t I r P ) / s N t _ 4 \�` 1� jr �, � n ( i `.c' ir. i ._ r __-1. 4, �� !'�. rt cA e' AI • ' OWNER P. O'REILLY - x f - r r \ , 43 . t }L , ., r �r ~1 ;' IG r t „/- ELIZABETH r. ,.,• t/-- r. , _ \.I y •" - l� G, v `r r ✓k_.� f �- - _. .__ ...__�`� . _1 TIN LY '\.1 'rG ,,/. „4. c� ( ^ ?` > J_ may„ ''''''"----r--...:'"t C,- 1!! 1 .:-........&.~ .3.. : ,, .:.. .__. _ `.. ._.- _ — r _ 477 4T11. STREET } ^� 1 .: : /_ , MAR J O'REIL ;� `/1' \} ! i' ( 1 t i` 1` ; ``I r:r ^r,"-4" ' ' 1: / .-p-_[9,'51'1%;..,_ c T. / i ; v - ' �� . :; -i '.'�=- <4'f \✓. i� '. ,, , � c� BROOKLYN, NY 11215 J -.. , ...,), t... , .:1, > Ci / ) '''r1 !I r`� i ;i a(/� !�"1 es gyp.- �k� ' �. V 1 •t e,.• YA , , 1 2. >1 ! 11 �t4 ` ,, , ,-,, �= �M i' ,, .-,r. ' ' I 4 /( BUILDING AREA �, \ \ Qi } d 11� !) !!..N.,,, @,1� ,� ! '1 ��.�(F G :_:.1L.>yr .. ,r 0 , ' ' \ ', ".� j 1J t ,+ ,� ,! } +( —.. 'd + ) •,., 4. R0 `� EXISTING 1' 1 1 • R �� `l 1 ��L� �T �I I } NV I"T-14'!FI 4 r.i{� Y r ! '`y ‘,7., Y s\” to be removed t r ryry ,{ 795 SQ. FT. 1 1 • / 1i "f' /I (� �1.7 sl t? yy 11 ; E' + '.1 11_,r--+ r-.'(,'+ `,.- •y E' 't !. - -\, G / G 1 • ',4`_ `' < } x _ !I ! }" '+( C1 ►v t 'Hi' ,! C, , i {�{I ; =fv 4.:r i f; r ; i� i ` PROPOSED ' � 7. til) P 31 el ( < r, 1 r�i 16r / -r'X .i/_ , , ., ; # .� new residence 2,980SQ. FT. C3 Jr/ �i t, %III 7 ( [ t1 / (z 7 Q .. il, ` 7 . /: y' .... _ _� �• , % ' i( ` y'] I t ( ^ ,-., ,,• ii t, k, !-4- >, I 1 II F7,2:''..;.r,t 1e't ,n " �'„.c-x_ L` J •,.' H 1-1 t_..,'f "> , f-,,,,,), garden; steps rshedom eck 280 156 SQ. FT. /.."� ' 4` % n �' ,J }Jr' `1 , -? y1. �' ( �izl 1. \vG_r_��1. ,. ; ly: .` r >e �Yr.' ` south steps 24SQ. FT. *1 \ ;1 ��F�: ‹.....J, 4.4,_,_-__...:...__ �} feiA�1 CD45-4° , ��i•� ! r1.- r-'� v\u..'�s I ' %' _�''` }V ://'\ -~' \-- 3 440 SQ. FT. 4t-i..,..._.: L___ ,, • ��' 1tl .., , �� i �� ..1 _. (i�, 'r E_ '' i /1 �• _11 "- I r gr: _ r ,�� ,� ', `'� •� LOT COVERAGE TOTAL -ji _;•`- ��J i X0,5 / • EXISTING 3.6% ��i _ !g: i ) ! + II ,' PROPOSED 15.3% Ili O? j. I 2 Ai...0,14 k..,.1:: I1 1'I ,`.",-",/ _ „__ _. . . ._._._ . -.. ..... . ..... ._ . . __-.- ``� LOT AREA — UPLAND 1 82 SQ. FT. / }� " 17 11 , / y�. f'.yr(�vsn I` �� �� -\F'L' +(.�TEr�2.`, Th1'1.>F 4£!-G{EJ I` Ij $ 1 J °I�t 11: . ( f,% Ertl 1' ----i----'- '� _ 14- / ice' _ t. . . y NOTE E `' z 1 " '. - ''�� '` • '" `-' 1 • THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN LOT COVERAGE UPLAND I It- Q I ,/ 1, -e; �, c.\. . �_< F'.\v, r. ✓� EXISTING 4.4 7' x, } r-4 1 FROM A SURVEY MADE BY JOHN C. EHLERS, LAND SURVEYOR, _ / 1 PROPOSED 18.9% - — -,-- i 1 /_.._ ,_._. ,_.` RIVERHEAD, NEWYORK DATED: MARCH 20, 2006 L• ‹�fi-'.?5-'4.,2-\�.1, * 2I `7. /2'F• ' ; r-t-. 12- '+; 1 C•1r1`I''t !\..I`^_l.-, r>.;_'z_r ,- r ',Y�`. :�-„,:-:'. 1' 1..t....,- ”"i. '- 4.-4,-. 1�`-`' `- t'-'i..r = ' >~ ti-.__ y,'/� tr THE EDGE OF WETLANDS WAS DETERMINED t3Y ROBERT H. FOX, TOTAL IMPERVIOUS 1_z.-1 C..- ••..i z•r z-+ ►._r ' r._ 1-_.7. z:-.,,--4 -1,--,., -1-/•.k'..r___ ��H1,t _ © SEA- "l./._c r— ".L- -let ,,r.:- f-,�,�__•.vn,•-r=�.> d'i-' T- '...I i"' L.(►-1 r. PLS, OF SEA LEVE:L MAPING, RIVEREIEAD, NEW YORK BUILDING & PAVED AREAS \LJ / DATED: MARCH E, 2008 EXISTING 795 SQ. FT. (lam, '//ry ��.•' ►�^� ,,. �/y //-, 1:-7-.."--,_:2PROPOSED 3,650 SQ. FT. • / f , (,/ f r'1 ✓ �-•./ /./ � '•' `?„' r�--.,•. 1 1•...•. '4,0"--''' .. j....+.,4 c'./ 2 ;r-.'" .•,-..7 s CAPP)141-) , TOTAL IMPERVIOUS NA E 7 LOT COVERAGE UPLAND X EXISTING 4.4% �'••,� 0 PROPOSED 20.0% • c- /-=•.I__ ?_- - I " -,-,--,...4_,-7, -.. '-- r,F`" ,- t; 1:' .r , - .- ~ /I:// - , ! �. - `a'_��"E._ / �1v�rc e-}ate �a c ,- . 1' , g. r. 7'1 "1:-Jr NO.j_-_-. 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''''''''' •:.-• ..•• :":• ''::• ,'::..:'•'N. 6 \\ E-001 LIGHTING; SWITCHING & REFLECTED CEILING PLAN gK ..:.:: ::•....,,-. .......:, :.:.....,...:„-•..•••:.....•,...,..... ., &WATER LINES NEED • \ '\, 7 \ T,ESTING BEFORE COVERING i- 1 trAilligiei--at,46:1*0-4* -: :•4i .:;Icst ,::::i-sy-r.f21---L- ":r.”-IL--4::.:-'.:!.:. ,L...-.:-,- *!','-'',...''.=.1•LI:ILLEt:E.f. :: :;.L.:±,1-• \ \ \:::. :' . :' •••••• • ;:.., .,..,' r •-•\ 8 • -_______,,-.,.• _ • .. Compliance:1"Better•Than:Code: MaximUrri.UA:505 Your LJA::497- \ 1) \ • • : , ., „ . ::.:,•.,." ,..,.., ,., .-.. 9 Th \ (-. \ • .'. '.: ::.:''.-::'••:'••••:: :•'. : •:*.,....:: \ Y e SS Better or Worse Than Index reflects howdlose M.compliance the!ioilse Is based on code trade-olf rules \ :•A 10 CON' W!TH ALL CODES OF. \ ' It DOES NOT provide an•estimate of energy use'or cost relative.to a minimum-code horhe. •\ \ ••...::,::' .,:i•:•••::: •; ".".-'-:::-•: ::: :.:-•i;... 11 \ NEW YORK STATE & TOWN CODES 1;400;;;:41,1-',''-x.'' '7 -''•!',/,Iiiiteiffittlirrt"'AP:.t!f,:ii A il4'''.I, n rii.0:ed0fif. 100.0.W11,0011111:10:KitiOVVOILVI: \\ , .\\ i• : ., :,,..r.:,:,..• .,..•:., ,'::.,,,:,•:...; •..'::.....,,,,,,'A 14 \\ PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE .I6'"'-:'''4'-'-'-'0 4i.,'f''''**".VA'sertibiji lt,' ''''''' 1114;', ii ill'":'' !:1 04'6r liglUdi tie iittilMlii6OkiiilifiOdift: '1W3'Allf \ \ :,i,Kai.,•,i:,.:'.,-,* %,•4,,,, -it*,rii:iiikoutitd-oik- -:•;,..,-'it-,41,1.V' ;:..,''•IN;•.;..• ,:,!. 40:feCtilf4' Otiqr,Af16,1Wig..ltfIltretil; I l'ilinuitPiliir: '$.14'01iTtit!. CERTIFICATE OF OCCUPANCY SOUTHOLD TOWN ZSA 11610A, :.-',',-_,: r. . .:::;:j:$71N.T.M......, ' ,..;aiiil'O'?:.ti;ii'',',','..lit;;,:.,:•'41..:PAMIIIR.VNMEIMiiii.:.!WillittiiiRMFP.219,Fig 14 ;.ftiloo,,,.ilf. \ Ceiling 1:Flat Ceiling or Scissor Truss 1830: 38.0: 120 40 \ /..11'•,..::,:...:;,.:...:.':.:•:::..:...!..,;:::*';;•,..: ..','..,....: .......:., :,:.,•,:.:..,:::...::.;::;..,:::,:;•-•:.::.:,:,..... 15 2 '. /::..,.:..-:.:::":::...',....., .,..' .." .••.--:,...', ' . ..,-. '.:',,,:...- .v, i N .•-..':::',. .'I.'.' '••:.:'''-, MARION:LAKE:::.'',::-::'.:::-:: '.:':::•:-.,.:::-..:. SOLDER USED IN WATER SOUTHOLD TOWN PLANNING BOARD \ .)t.':'::::' ''.:''.: '' ' H ' ' ".•''.''' ''::. ' . '''''•'''' '' .::::\ / . \/--- , ,, ,-„ , - -- Skylight Metal.Frame with Thermal Break Double Pane 11. 0.300 3. '\ .. .:::••••::•:::. :- ' - - ' '": :. - •. : •.• -::- ':•.: -.:'::'• '•• / SUPPLY SYSTEM CANNOT _ Sali ri,..iLD TOV,1 ,RL1EES Low-E.: • / N., \_ j. /.,:,•':: .•: - .:: . •:•.' .::..• : •'' - i- ••:::::::,:: ' -.:::::'...:' :::',:::A • N EXCEED 2/10 OF 1%LEAD. Brm Wing'Wall (13:-R):.Steel Frame,24",:o.c:. 1401 21.0 5.0 9 .N. • /. . :::.- :. ::.. . •- :::: . ' ' .::. :,, :::...;!:.:I* :; :•:: .:,:-•':i•-•.::A / ...,......N. N.Y.S.DEC Brm Wing Wall (B)::Steel.Frame;24 o.c.' 200. 21.0* 5.0 9' \ -•' - - ., -::• : :;;....:..•.:::•:::':•.:..'. '.':. : • : . :: .:: :': ' :::'1.,:.:::.• ,.- .::,..:•••:•:.P,:.:::.::-.,'-;'i(\ ..,,,:•••• - . .... , .• .: .:..••••• : :.::,. • .., ....•. :...• - --. .. .. Door 101:Glass. 55. 0 \.330 18 '\ ''...' ... : -': • .:,-...: :, •':''::'. : :: - : / \ RETAIN STORM WATER RUNOFF Brm Wing Wall.(L):Steel Frame;24" o.c. 465. 21*.0 50 24 h \ ..- ••. ., : - -, •.:-•- • • . . . ... . .. . .. .: ..../ \ PURSUANT TO CHAPTER 236 \ •-,i OF THE TOWN CODE. APPROVED AS NOTED Window 101:Wood Frame Double Pane with Low7E 25. 0300 8 ;\. \ : . , . ..• •. . .''.'.:. • y.,---• / \s 11-)9-19- 3763 8 Window 102::Wood Frame:Double PanewithLow-E: 10. 0.290 3 '`\ 0 -• :.::,:.:: ::.': --•'.:':: :' 1, ::::••••:: •'',••••''. /. Dk;TE: _ E3.P.# Window 103:Wood Frame:Double Pane with Low E 8 0.290 2 \ ...',•::•• •• •:::. : ••• •••••• / / DO NOT PROCEED • - . • / / FRAMING UTE ,SURV Door 102:Glass: 41 0.330. 14 \ . "N ' •-• • '-' : - -':••••:•'': ' '': ." ....:::::.::*::: ',' :: ...• .::..:.: ' - *.:hc/ / (. OF FOUNDATION LOCATION NOTIFY BUILDING DEPARTMENT AT Brm Wing.Wall (F) Steel F(ame, 24"o.d. 227 21.0, .5.0. 13' . . :: .•:.: -.:.:'1.:::•': -':. .'''.'':••••• / ,/. , HAS BEEN APPROVED. 765-1802 8 AM TO 4 PM FOR THE / Door 103::WobdFranie:Double Pane with:LoW-E: 21. 0.330 7 \ :: .."..::':. ' :C)..:1.. -.7 / FOLLOWING INSPECTIONS: /. Brm Wing.Wall (F-Ry Steel Frame,.24"ci.c: 27- 21.0. 5.0 2 PROJECT SITE \ •.••••• • •,.." . : •:y• \ / ,/. 1. FOUNDATION - TWO REQUIRED r Glass104: aSS.Wall N-E:Other Wall. 221 0.280 55 • : • . .. . • "':- \ .•.; .• • , .:•• 1/• / (7,-; ,/ ABBREVIAT2 IONS FOR POURED CONCRETE DooGI 26: 0.350 9: - ':' ': , : • :: :: \ : .. • ,.•:: ::. ..,..: •••• - . . ...-- ,/ . ROUGH - FRAMING & PLUMBING .... ....: -, .. . Garage Wing(F-Ly Steel Fram:e,.247 b.c:. 27: 21.0. 5.0 2i . \," * .:: :/ / ./ . 3. INSULATION \ -- Garage Wing'(F.):.Steel Frame;24"P.s.. 102 21.0 5.0. 6 \ ./ ,/ 4. FINAL - CONSTRUCTION MUST Garage Wing (R ins.Gar.):Steel.Frame;24"o.c.. 228 21.0: 5.0 13 \ / BE COMPLETE FOR C.O. Door 119:Solid: 21' 0.330 7. \ /• • A/C AIR CONDITIONING FPSC Firs2PROOF SELF CLOSING OPP OPPOSITE /. ADJ ADJUSTABLE ALL CONSTRUCTION SHALL MEET THE \ ,/' FR FIRE RATED PBO PROVIDED BY OWNER Garage Wing(B ins.:Gar):Steel Frame;24'''o:c. 126: 21.0: 50 8, '\ ./ /. AFF ABOVE FINISH FLOOR GA GAUGE PLMB PLUMBING REQUIREMENTS OF THE CODES OF NEW Garage Wing(R):.Steet.Frame,.24"a.c., 102 21.9: 5.Q 6 ' .," / ALUM ALUMINUM GALV GALVANIZED PLY WD PLYWOOD YORK STATE. NOT RESPONSIBLE FOR BLDG BUILDING GL GL/SS POL POLISHED Window 105:Wood*Frame:Double Pane with Low-E 10 0.300 3. \-/ . • ARCH ARCHITECT GC GENERAL CONTRACTOR PNL PANEL DESIGN OR CONSTRUCTION ERRORS. : ./..z Garage Wing(B):Steel Frame;24"o.c.. 234 21.0 5.0 12 BO BY OTHERS GWB GYPSUM WALL BOARID PT PAINT Window 105:Wood Frame:Double Pane,with Low-E 30: 0.300 9 CAB CABINET HM HOLLOW METAL ' RAD RADIATOR '• x 1 / Window 1.07::Wood Fr:erne:Double Pariewith.Low-E 10 0.300. 3 CL CENTERLINE HR HOUR REF REFLECTED Glass Wall sr-W:Other Wall* 241 0.280 51 CLOS CLOSET HT HEIGHT REINF REINFORCED FLOOD ZONE A Door 106:Glass: 29 t 0.350. 10. ' CLG CEILING HVAC HEATING/VENTILATION REQ'D REQUIRED COMPLY WITH CHAPTER 143 Door:107::Glass' 29 0.350. 10 COL COLUMN INSUL IN.TULATION RM ROOM FLOOD DAMAGE PREVENTION Garage Wing(BLY:Wood:Frame;.241!'o:.c. 33: •21.0 .5.0. :1 CONC CONCRETE INT INTERIOR SIM SIMILAR CONT CONTINUOUS I/0 INSTALL ONLY SNSTL STAINLESS STEEL SOUTHOLLi'TOWN CODE Flo&Brm Wiing:IAII,WOod Joitt/Truts:Over Unconditioned Spate 770. 30..0 0.0: 25 CPT CARPET JNT JCiNT SPEC SPECIFICATION FlOor 2:Slab..;06-Grade.:Heated- 160: 25.0 115 TAX MAP # 1000 - 31 - 12 -12 CT CERAMIC TILE LAV LAVATORY SPKR SPEAKER Insulation:.dePth: 2:5': DN DOVVN LTG LIGHTING SPR FOR ALL OTHER SITE DATA, SEE DR DOOR MATSPRINKLER No. Date Revision Notes Compliance MATERIAL SQ SQUARE Compliance'Statemerit The.proposed building design described here is consistent With the building plans,specifications,and.other NYSDEC FILING FOR THIS JOB DTL DETAIL . MAX MAXIMUM STD STANDARD calculations submitted withtheperrnit.applidatiOn-.:The proposed-building has been.designed to.meetthe.2010 New York•Energy Conservation DWG DRAWING MIN ' MINIMUM SIL STEEL • ---N Construction Code.requirements in•RES c/7eck.Version•4:4.3.and to comply with the,mandatory requirements listed in the RES check Inspection ELEV ELEVATION MECH MECHANICAL STR'L STRUCTURAL Checklist.. ELEC ELECTRIC MFR MANUFACTURER TEL ,TELEPHONE e.44.4.e.._, EQ EQUAL MLDG MOULDING TYP TYPICAL EXTG EXISTING MTL , METAL UON UNLESS OTHERWISE NOTED Name-Title• Signature Date F/I FURNISH& INSTALL NIC NOT IN CONTRACT VIF VERIFY IN FIELD FIN FINISH NO NUMBER w/ WITH . . • • FL FLOOR NTS NOT TO SCALE WD WOOD C•Cy...____ FO FINISH OPENING OC ON CENTER WH WHITE FP FIREPROOF OPNG OPENING • SHUTTER FASTENING SYSTEM . PLUMBING RISER DIAGRAM OCCUPANCY OR PLYWOOD "SHUTTER" ATTACHMENT ON WOOD FRAME OR USE IS UNLAWFUL MASONRY WALL • WITHOUT CERTIRCATE OF OCCUPANC:Y ; , 111 ?xn4t4uriornitor V1 II I. „In: mthhum Permanent Installed in Masonry 5/8'Expansion Bolt at 24'o.c. Minimum LI i _I 6" Minimum WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,6. ROOF BATH 4"IVENT THRU ROOF--it _ r--- J INDOOR/ OUTDOOR SHOWER ..._____LAUNDRY ____ . . MASTER BATH 4"VENT THRU ROOF--} KITCHEN POWDER ROOM ROOF Design Firm 1 10/5/12 DoB SUBMITTAL No. Date Issue Notes LOCALbrooklyn 126 13th Street#1W Brooklyn,NY 11215 t.718.832.5934 ._., Illi' A -----i-------- 15/32'• 1 -1________________ --____________________ 1.718.832.5936 r._______-r---___1__ _________ ___ I I lit Plywoodl 1 11:432:0d. _ : _-1 1 -------7-.--- Minimum 1 1 -I FASTENER SPACING(inches) ' 1 ! ' 1 ! Project Manager CAD Fan Name 1 Window II Minimum Glass II I II I FASTENER 2 feet 4 feet Panel 6 feet 1 1/2" 1 1/2" ; II 1 1/2" 11/2" 1 1/2" 2" 1 11/2" 1 1/2" 1 1/2" 1 1/2" ." 1 1/2" Meret Lenzlinger,R.A. 1113_PLANS Drawn By Reviewed By TYPE Panel span I LJ_: -----' = I I LAV I LAV I Panel span span-1=6 Panel span-/= WC ISSL DW I LAV LiWC WASHER l'--J --J ; ML JY ill mo Horizontal! • rair Horizontal -I=4 feet feet 8 feet TUB i IV 4I ti and and Vertical 1st FLR 7 SHOWER ) J SHOWER ,7 .r l, 2"Cl TYR 1st FLR Reject The Vertical I • ISHOWk.r j\ER Window I Glass 2-1/2"#6 Wood 16 16 12 9 i-J---- • • / / /11' / / O'REILLY RESIDENCE .Stiffeners Vx4" 11 >47\--6-17---E-1/4j / Window Stiffeners Window Screws / :, , 2" I P. 1420 Truman's Path • 2"TYP. 2"Cl TYP. C 'TY • Stir stii ° N 4"Cl TYP.Iti li East Marion, NY 11030 2-1/2"#8 Wood F.A.I.-I---___ 4"TYP. 4"CI TYP.ja.M.AIN 1111 -II 6' 16 16 16 12 -:-. 1 • • . Screws -- 1A _ IF/' Minimum i_7-:- Ili II CONNECT TO = 1 -1 -1 / / / C.O. Drawing Tolle MINA Continuous Vx4"Trim for Spacing APPROVED SANITARY SYSTEM ../ HOUSE TRAP " .,, 4"MAIN WASTE LINE; SLOPE 1/4"PER FOOT Seal&Sign. - - -, COVER Project ID - Wood Stud Wall . Masonry Wall BASEMENT BSMT /r.,c0AEP A/1.c.'' \ #1113 • t/4, 4- / 0 I-Piz 0 /xcN Scale Cg Na,(c,(Z = " FEDERAL EMERGENCY MANAGEMENT AGENCY . ..._...._.n.4 i., i 40 NP; <<s13 0 . .. 1/4 1-0 .t. 4 . Drawn • (I) i ..,-zw.-- .tz.. . : A-000 • , \iciliv:,,,,,,,,,026,7/ .... • , .....-- • „..0” ,/-/ / _„------ �• / j// �/ /' \ �� / j/ ! ./ ,/ _,---- j /✓/,/ ./ '/• \ ./ /- ---"-----„,/ / / ,/ /•�� j \ ./ \\ EL. ±18' ,/' i •/ \ /' (+12") / j— \•/ \ r` ,/ ..-0-. / \. /• _/ /j-/ \ , \ f� /• \ \o. /. \� j -/ /� \ -/ \. i,'- \ �� // ./ \ /0". ,/ ,..,„-0\‘`\, ', \\:, :\>.:-_-71'-'-' j ' \ / EL 16.3' /-/ '' , ,--I\ \ , \ EL t6.3 ------\,, /� \ '\' \ y• \ �_838") \ � -tel'i ` o. \ \ \ \s ---'''''''''#--"• , ,,„---- --,,, , l'-' '' N r'' \ % .*.i', '- +'` \ ` -ice, r N\\' 11 ViOlc.v\...\- `I \ . .' \\i, --- --\ \' is\' ‘'S)\.\ ; \ \ \ --— --"' 'IS ..-',A - EL 14' 10 3/4" ----' --' \ ' ,, „--\\--- \ ---'' /' \\\ ----- ---,-%---\—\--—_%_r_‘.‘Ar,:_:s_,s,_\_,\,\_,_A_._:?. 25 114) y: 7:\\.\\\\\,\,‘\\,, ._ 3 , , \\\ 07 1 / Wt * C EL 15.4' �";- \ j Thal /' '' . = \ DECK "� /- `, aE 115.4 , �NL mo • 0°°.'' /''''''': � � \�/, \ /- �,N \ EL 14'7 114'\ \ /' ,-- /. N. (28 314") \` • i \a \ f �,,�.� EL. 18.0 \ / 1 \ i � j/ \ `i, EL. 15.3' �0 /• No. Date Revision Notes o 6'j �j jj 1 ` �i \ \ .....t (20318') - ''\ - \ ,-- ..0" • ` HQ \ \61 (, ,�j / /, \�\� ,\. P0� O�I, / �\ ` y` \ �„ ' j _,,,- "--- -\\-i„-\„.., / /. CSPn FF�� ro ---- N - /• j BULKHEAD STAIRS ,\ `\`, �\ `\ j� \\\ EL 13' 1 114" \s e0 j� /- TO BASEMENT \ % ...--- - 'ks ' (-46 3/4") \ o ./ \ `, \\ EL. 13.5' r• r ( 4211) \ /. 1 �, a N ' O`\ \\ \1% / / 1 • ll ` • /' 1 10/5/12 DoB SUBMITTAL 1 /� 110TE: No. Date Issue Notes -. /• THIS D RAW I N G IS F 0 R Design Firm SCHEMATIC PURPOSES ONLY: 12613 yn I / 126 13th Street#1W Brooklyn, NY 11215 /• FOR SITE SETBACKS ETC, SEE t.718.832.5934 /• ,718.832.5936 j /.�'" D.E.C., . . & TRUSTEE FILINGS Project Manager CAD File Name I /+ UNDER SEPARATE COVER /• Meret Lenzlinger, R.A. 1113-PLANS /• (PERMIT # 1-4736-07654/000001) Drawn By Reviewed By /. ML JY I /• Project Title /' �- O'REILLY RESIDENCE /" 1420 Truman's Path L-/. East Marion, NY 11030 Drawing Title SITE PLAN Seal&Signal,r' Project ID ,`�,(�+E$® A�iC #1113 /� ��5�4cs L4N2[;/N' ',x Scale 1:200 / IQ •,''' ` n cr 4 ,!..76-4-4 '+ 1 Drawing No A-001 02 P?_� �� - .... ... ____ --- Ir DOOR SCHEDULE NO. MANUFACTURER TYPE OPERABILITY TYPE MODEL# FINISH UNIT DIMENSION ROUGH OPENING HARDWARE GLASS TYPE U VALUE MAX. U SHGC EGRESS SIZE REMARKS NO. (FROM EXT'R) 001 BILCO N/A HATCH CLASSIC STL SIDED PTED 4'-3"x 5-4"(SIZE'B') N/A KEYED N/A N/A 001 w/24"EXTENDER NO. MANUFACTURER TYPE OPERABILITYTYPE MODEL# FINISH UNIT DIMENSION ROUGH OPENING HARDWARE GLASS TYPE U VALUE MAX. U SHGC EGRESS SIZE REMARKS NO. (FROM EXT'R) 101 EAGLE A X 0 SLIDER PAT80610 XO(SP3) WHITE INTERIOR CLEAR ANODIZED EXT., 7'-11 3/4"x 6'-10" 8'-0 1/4"x 6'-101/2" SQUARE ESC. LOW-E4 0.33 0.4 0.27 SCREEN DOOR @ X 101 102 EAGLE A 0 X SLIDER PAT60610-OX(SP3) CLEAR ANODIZED EXT., 5'-11 3/4"x 6'-10" 6'-01/4"x 6'-10 1/2" SQUARE ESC. LOW-E4 0.33 0.4 0.27 SCREEN DOOR @ X 102 WHITE INTERIOR 103 EAGLE B LH-OS OUTSWING FDO-30610-L(SP1) CLEAR ANODIZED EXT., 3'-0 1/2"x 6'-9 5/16" 3'-1"x 6'-9 13/16" TUSCANY LEVER LOW-E4 0.33 0.4 0,25 103 ALUMINUM INTERIOR SQUARE ESC. CLEAR104 EAGLE B RH-IS INSWING FDI-3283-R(SP1) WHITE I ANODIZED IOR EXT., 3'-0 1/2"x 8'-3"(HT.TBD) 3'-1"x 8'-31/2" TUSCANY LEVER LOW-E4 0.33 0.4 0.25 104 WHITE INTERIOR SQUARE ESC. 105 ARM-R-LITE C OVERHEAD GARAGE DOOR ELECTRA CLEARANODIZED 10'-0"x 7'7" TBD FROSTED MOTOR OPERATED 105 ALUMINUM 106 EAGLE B LH-OS OUTSWING CUSTOM CLEAR ANODIZED EXT., 3'-0 1/2"x 9'-6"(HT.TBD) 3'-1"x 9'-61/2" TUSCANY LEVER LOW-E4 0.33 0.4 0.25 SCREEN DOOR 106 WHITE INTERIOR SQUARE ESC. 107 EAGLE B RH-OS OUTSWING CUSTOM CLEAR ANODIZED EXT, 3'-01/2"x 9'-6"(HT.TBD) 3'-1"x 9'-61/2" TUSCANY LEVER LOW-E4 0.33 0.4 0.25 SCREEN DOOR 107 WHITE INTERIOR SQUARE ESC. 108 CUSTOM D BIFOLD CL. OUTSWING CUSTOM MATCH SIDING (3)@ 1'-10"x 8'-6" N/A TBD N/A N/A N/A N/A 108 NO. MANUFACTURER TYPE It OF PANELS TYPE DOOR STYLE FINISH UNIT DIMENSION ROUGH OPENING HARDWARE FRAME TRIM LOCATION REMARKS NO. WxHxT 109 CUSTOM G (2) BI-PART INTERIOR BI-PART STAVED CORE PIED (2)@ 2'-0"x 6'-10"x 1 3/4" TBD SET 4 3/4" FLUSH w/WALL NONE-118" LINEN CLOSET 109 FLAT SLAB REVEAL 110 CUSTOM E (4) PIVOT INTERIOR PIVOT STAVED CORE PTSD (4)@ 2'-0"x 6'-10"x 1 3/4" TBD SET 1 3/4"FLUSH w/WALL NONE 1/8" MBRM CLOSET 110 FLAT SLAB REVEAL 111 CUSTOM F INTERIOR SWING STAVED CORE PTED 2'-10"x 6'-10"x 1 3/4" TBD SET 2 3/4"FLUSH w/WALL NONE 1/8" MBRM--LRM 111 FLAT SLAB REVEAL 112 CUSTOM F INTERIOR SWING STAVED CORE PTED 2'-8"x 6'-10"x 1 3/4" TBD SET 3 3/4"FLUSH w/WALL NONE 1/8" MBRM--MBATH 112 FLAT SLAB REVEAL 113 CUSTOM E (1)(1)F(1) XEDSIDE )PIVOT STAVED INTERIOR PIVOT FLAT SLAB CORE PTED (3)@ 2'-4"x 6'-10"x 1 3/4" TBD SET 1 FRAMELESS N/A BRM 1 CLOSET 113 114 CUSTOM F INTERIOR SWING STAVED CORE PTED 2'-8"x 6'-10"x 1 3/4" TBD SET 2 3/4"FLUSH w/WALL NONE 1/8" BRM 1--LRM a 114 FLAT SLAB REVEAL 115 CUSTOM F INTERIOR SWING STAVED CORE PIED 2'-8"x 6'-10"x 13/4" TBD SET 3 3/4" FLUSH w/WALL NONE 1/8" BRM 1--BATH 1 115 FLAT SLAB REVEAL 116 CUSTOM F INTERIOR SWING GLASS FROSTED 2'-4"x 6'-10"x AS REQ'D TBD GLASS HW TBD 3/4" FLUSH EXT. NONE 1/8" SHOWER 116 TILED INT. REVEAL 117 CUSTOM G (2)BI-PART INTERIOR BI-PART STAVED CORE PTED (2)@ 2'-6"x 6'-10"x 1 3/4" TBD SET 4 3/4"FLUSH w/WALL NONE 1/8" LAUNDRY CLOSET 117 FLAT SLAB REVEAL 118 CUSTOM E (3)PIVOT INTERIOR PIVOT STAVED CORE PTED (3)@ 2'-0"x 6'-10"x 1 3/4" TBD SET 1 FRAMELESS NONE-1/8" LRM COAT CLOSET 118 +(1)SIDE PANEL FLAT SLAB REVEAL I 119 CUSTOM F INTERIOR SWING STAVED CORE PTED 3'-0"x 6'-10r'x 1 3/4" TBD SET 2 3/4"FLUSH w/WALL NONE 1/8° LRM--GARAGE 45-MIN FRSC 119 FLAT SLAB REVEAL 120 CUSTOM F INTERIOR SWING STAVED CORE PTED 2'-10"x 6'-10"x 1 3/4" TBD SET 2 3/4" FLUSH w/WALL NONE 1/8" DEN--LRM 120 FLAT SLAB REVEAL — 121 CUSTOM F INTERIOR SWING STAVED CORE PTED 2'-8"x 6'10"x 1 3/4" TBD SET 4 3/4"FLUSH w/WALL NONE 1/8" DEN CLOSET 121 FLAT SLABREVEAL 122 CUSTOM F INTERIOR SWING STAVED CORE PIED 2'-8"x 6'10"x 1 3/4" TBD SET 3 3/4"FLUSH w/WALL NONE 1/8" POWDER ROOM 122 FLAT SLAB REVEAL XI 3'-2 1/2" X _ \ WIDTH VARIES/ / \ c. i' No. Date Revision Notes i N L j \ I, [ Lu I \ Lu E L I i = _i --- — c� JI . / 1 I i. l \ \ A EXTERIOR SLIDER nD \ EXT. SWING SINGLE C`� OVERHEAD GARAGE DOOR DOORS 101, 102 �) / DOORS 103, 104, 106, 107 DOOR 105 1 10/5/12 DoB SUBMITTAL WIDTH &# PANELS VARIES WIDTH VARIES WIDTH VARIES No. Date Issue Notes --- - / / - ---- - Design Firm ..§:a ..�'A Nbrooklyn \ i DOOR HARDWARE SCHEDULE 126 13th Street#1 W Brooklyn, NY 11215 / // \ / \ f.718.832.5936 4 / '\ / \ ,, / \ SET 1 (CLOSET DOOR 1): / \ /' \ / \ --HINGES: OFFSET PIVOTS 'COLONIAL'#6 IN SATIN CHROME --HARDWARE:6" EDGE PULLS 'LAMP SUGATSUNE'#SN 150/S Project Manager CAD File Name / \ / \ / \ Meret Lenzlinger, R.A. 1113_PLANS / \ / \ \ SET 2(ROOM DOOR): Drawn By Reviewed By _ \ / \ / \ --HINGES: (3)4" BALLBEARING HINGES BY BALDWIN IN SATIN CHROME ML JY / \ / \ \ / \ --HARDWARE: OMNIA#0M43 STNLS STL IPASSAGE SET Project Title _ \ / o TBD o \ O'REILLY RESIDENCE 1420 Truman's Path — � �� `O SET 3 ((BATHROOM DOOR): � \ \ / \ / i \ `D \ / II --HINGES: (3)4" BALLBEARING HINGES BY BALDWIN IN SATIN CHROME East Marion, NY 11030 \ / \ j \ / --HARDWARE: OMNIA#0M43 STNLS STL PRIVACY SET / \ / \ / SET 4(BI-PART CLOSET DOORS): \ / \ \ / --HINGES: (3)4" BALLBEARING HINGES BY BALDWIN IN SATIN CHROME Drawimg Title M % \ / M. \ M --HARDWARE:6" EDGE PULLS'LAMP SUGATSUNE'#SN 150/S DOOR SCHEDULE & ELEVATIONS \ , \ / \ / \ / \ / \ / / \ / Seal:.:: t — Project ID SDA t \ \/ \ \ \ / �?��<"-s L E RIz4/4, /A Scale #1113 �� `' 1� F� �� \ N/A ` '� Drawing No. INTERIOR PIVOT HINGED INTERIOR SWING INTERIOR BI PART `� .,, A-002 E DOORS 110, 113, 118 \ F / DOORS 111, 112, 114-16, 119-22 ( G) DOOR 109, 117 -9 '288i,g �0 WINDOW SCHEDULE NO. MANUFACTURER TYPE OPERABILITY TYPE MODEL#S FINISH UNIT DIMS (WxH) IRA. HARDWARE GLASS MAX VALUE MAX U PER SHGC EGRESS SIZE ACCESSORIES REMARKS LOCATION NO. _ (FROM EXT R) GROUP TYPE NYSECC JWmH) W 101 EAGLE A O 0 0 X AWNING CUSTOM CLEARANODIZEDHITEINTERIOR EXTERIOR, 14'-10 3/4"x 1'-8" 141-11 114"x 1'-8 1/2" LOW E4 0.35 0.35 0.31 N/A SCREEN @ X MASTER BEDROOM 101 102 EAGLE B X AWNING CUSTOM CLEARANODIZED EXTERIOR, 6'-314"x 1'-8" 6'-1 1/4"x 1'-81/2" LOW-E4 0.35 0.35 0.31 N/A SCREEN MASTER BATH 102 WHITE INTERIOR CLEAR103 EAGLE B X AWNING CUSTOM WHITE I ANODIZED IOR EXTERIOR, 5'0 3/4"x 1'8" 5'-1 1/4"x 1'-81/2" LOW-E4 0.35 0,35 0.31 N/A SCREEN BATH 1 103 WHITE INTERIOR 104 EAGLE E 0 0 0 0 FIXED CUSTOM CLEARANODIZED EXTERIOR, ±22'6"x 8'-6"(HT TBD) ±18'-9 1/2"x 8'-61/2" LOW-E4 0.35 0.35 0.3 N/A IRREGULAR WINDOW SIZES, SEE PLAN LIVING ROOM 108 WHITE INTERIOR &ELEVS CLEAR105 EAGLE 0 0 FIXED CMT 2640 WHITE I ANODIZED IOR EXTERIOR, 2'-6"x 4'-0" 2'-6 1/2"x 4'-0 1/2" LOW-E4 0.35 0.35 0.3 N/A �F/l ALUMINUM CAPPING @CORNER DEN 109 WHITE INTERIOR POST BETWEEN WDWS#109&110 106 EAGLE C X 0 CASEMENT CMP5040+CMT 2640 CLEAR ANODIZED EXTERIOR, 7'-6 3/4"x 4'0" 7'-7 1/4x 4'01/2" LOW-E4 0.35 0.35 0.3 21 3/4"x 431/4"(6.56sf) SCREEN @ X F/I ALUMINUM CAPPING @CORNER DEN 110 WHITE INTERIOR POST BETWEEN WDWS#109&110 107 EAGLE D X CASEMENT CMT 2640 CLEAR ANODIZED EXTERIOR, 2'-6"x 4'-0" 2'-6 1/2"x 4'-0 1/2" LOW-E4 0.35 0.35 0.3 N/A SCREEN F/I ALUMINUM CAPPING @CORNER DEN 110 WHITE INTERIOR POST BETWEEN WDWS#109&110 108 EAGLE E 00 0 FIXED CUSTOM CLEARANODIZED EXTERIOR, ± 19'-0"x 9'-6"(HT TBD) ±18'-9 1/2"x 8'-6 1/2" LOW-E4 0.35 0.35 0.3 N/A LIVING ROOM 111 WHITE INTERIOR 201 VELUX }{ X VENTED VCE 2270 CLEAR ANODIZED EXTERIOR, 1'-10'"x 5' 10" LoE3ARGON 0 35 0.6 N/A SCREEN CURB-MOUNTED ELECTRIC VENTED MASTER BATH 301 SKYLIGHT WHITE INTERIOR FILLED SKYLIGHT _________ _.�_ _._.__.__ No. Date Revision Notes i / ,\ l - - __ i C ' FIXED/AWNING COMBINATION (�R 1 SINGLE AWNING A WINDOW 101, 103, 104,202,207 U ! WINDOW 101, 103, 104,202,207 , FIXED/CASEMEENT COMBINATION p SINGLE CASEMENT C WINDOW 105,110 WINDOW 106, 107, 109 ii 1 10/5/12 DoB SUBMITTAL , No. Date Issue Notes Design Firm Lcf,,',;Al brooklyn 126 13th Street#1W Brooklyn, NY 11215 t.718.832.5934 f.718.832.5936 Project Manager CAD File Name Meret ILenzlinger, R.A. 1113_PLANS Drawn By Reviewed By { ML JY Project Title O'REILLY RESIDENCE 1420 Truman's Path East Marion, NY 11030 Drawing Title WINDOW SCHEDULE & ELEV'S COMBO FIXED PICTURE TALL u�, SKYLIGHT (ELECTRONICALLY VENTED) & r;o -1- Seal Project 9E, WINDOW 108,111 ) i I ) WINDOW 301 #1113 e5 -\ L ZL � ��F. I i�✓�, .„ , scale of1 F� <c `\\ N/A _ `A^ (�}`•'a::: a —1 i i Drawing No N� M — ' A-003 -T 02:02-'6 ...1'-' v,,61N ,F o .$ , - r LEGEND: NEW WALL `,\\,,-,\:\,\\-\\ NEW FOUNDATION (SEE ENGR'S DWGS FOR DIM'S) - - LINE ABOVE HIDDEN LINE BELOW _ _ _ _ _ LINE DEMARKING BUILDABLE AREA AFTER SETBACKS SMOKE/CO2 ALARMS TO BE 10" CONCR. SONATUBE FOR • HARDWIRED& INTERCONNECTED DECK SUPPORT 68'-0" / �' SECTION TAG A-XX 19'-4" 26'-2" 22'-4" / / ; 6 WINDOW TAG e • 0 0 0 0 , ,\\: XX DOOR TAG ' \ •• NOTE: K ->\\S FOR FOUNDATION PLAN, SEE \\' ' :'' STRUCTURAL DRAWING S200 1 \ \'\ I \\t\ .\\ \'\\. I''` •t.\h• r ',, '3' '•,\ '^ ti., -.,,•\t -,\.\•\\\-'t' -\ \I 4`• �`y •\. 4 \, I _ '\ \ \\' .- \'\'; • ,. \ ,\. •• . \ ' \. \ •\`+ t t\ti •\� \'-\\--N\.\•\ t\\14\. \ •••\, ,\'‘,,,,,,„\-.1 v, \ \•\_ ,, :\:\:\,\:\ .\ .`'-\ .\,_ •-. \• \„:',..s..\\,\\t•, \..\\,.\.:‘,„:‘,.,,,::.\\,\N-„, ,\\ \ti. t•. \,\ 1.\:'.... \ \ I CRAWL SPACE `\\. `' \ \ • \I \ t I \\ i ,I I \▪ 4 •~\\1 I1\\: • \\ \\: \ I `\ \‘‘`. \\ , \\\\\ YI I \ SLAB-ON-GRADE �, \Qr \, O \ I \\:;. 4\ C7 ;\\ \\. I \\, ,\\\ \\ \\ \\ No. Date Revision Notes 1 ,',`� • \,t\ \ `i \\ \.s'•\ 4 \ v\\.\ '\'.,\''\\ \\•\ +�t \ \\• , \.\.\ \\` t\,`' q , \\,. 1-:;\i \` \ \ i.-.\\\> MECHANICAL \\.' \ atiT g A ti E I \::.,. ROOM / .\\ 1 \\ _ I,\` 8 8 \I ' q q k �— oo Jt1 \\ \ \I 1 . ::\,\:„.\\ \i\ \.\„ 1\' \ '\\\` ...\\` \�\\`\-\ '\♦ \\\ .\ i\ \ '\\ \\ „ ' .`• ' ,• '\y\ \\ 53 3 1 ,_ �\; :\ \ \ •.�\'' Nt \\: \\ \ \ \ .• • \,\\4\`\\\\\ \'\`\\\ \\ \ \•\ \\\`\ \\\ \•\\ , \\, \\\ \ w\�\ \t\` \\\, \ \\\N\:::.\\:\\.\\ \\'\\\\\\\,\ \.%‘... ...\\‘.\,.\.S:\:.\\\,.1\ \1 1 l' _ / 7'-5” �, 19'-4" ; 26'-2" / 22'-4" 1" . t , I 68'-0" 1 / I o I I ' 1 10/5/12 DoB SUBMITTAL I . No. Date Issue Notes ' I Design Firm —j ?,. 'r.i,.brooklyn \ \ I------------------------------------------- .1 m. 126 13th Street#1W Brooklyn, NY 11215 � t.718.832.5934 ,� c' f.718.832.5936 Project Manager CAD File Name 1--) BASEMENT PLAN Menet Lenzlinger, R.A. 1113_PLANS Scale: 1/411= 1'-0" Drawn By Reviewed By \-- ML JY Project Title O'REILLY RESIDENCE 1420 Truman's Path East Marion, NY 11030 Drawing Tittle BASEMENT PLAN Seal&Sign•. •` Project ID ��EDI ARC, #1113 `o <. LEI ZL/N %t"'s scale cc( . fit,., _ t Drawing No. i — �, `: ` 1 A-100 r �,iiii i.g1820 '`/ ..-N.:.-- f e _ LEGEND: NEW WALL -,.:. ,\\--.\\N-....\--\•' NEW FOUNDATION(SEE \ , \ `'.. \ -° ENGR'S DWGS FOR DIMS) � /1 \'I - - LINE ABOVE HIDDEN LINE BELOW \ / LINE DEMARKING BUILDABLE AREA AFTER SETBACKS 4 \` ( SMOKE/CO2 ALARMS TO BE A-300/ \A 300 HARDWIRED& INTERCONNECTED 19'-6" 26'-0" 22'-6" / / / ai', SECTION TAG ■ ,A-XX 101) XX) WINDOW TAG 3R@±7" �., \ \ I - - -- - - - -- - - - --- - m\ 14 DN o X _r______ XX DOOR TAG EQ. EQ. / / — EXT. i' 08 / 136" '- a 7DE-cK a) , -.1-0y,, --, 0 :o.,) r 6'-7" 2' / 10.. 9" O 107) 101;' 1 MASTER BEDROOM 06 -.-,- EXT. ---3'-6"- -19'-0 3'-6" - \ FLOOR AREA:200sf GLAZING 47 34sf=23 7/° • " RESS WDW 6.56sf VENTILATION 25 79sf-13/° / ..1, -�\\ \� 13/4"x 43 5/16") EXT. SPIGOT �Q -c� 33"AFF '1-0-6\> INSULATE ALL INTERIOR �' 1st FLOOR '' CLI - 107 X108 / ( utimg '� T 121. \\ WALLS THROUGH OUT ,� H— ■(1 `� . _ DEN / \ -� 109j" 122 S FLOOR AREA 102sf , \ j COp GLAZING 24,9sf=24.4% iD o o VENTILATION:7.4sf=7.2% o0 0 CV M . 45 (Y3--�— (V M 4C � I ___ /\ // . . 0'-0" \ //'?, l\ FLOORS TO BE 12"x 36" 7 I ' 1st FLOOR 0' 37-- 1 11 \ CORK ENGINEERED RADIANT M EATA@ KITCHEN o • MASTER FLOORS THRU-OUT ��� LRWKIT/DINING ONLY— ) AREA M - BATH ,,,,,____ A \ --/ 2_7?'0 --- r l — ��� '� 0 k\12:> Ir 2\ WF - , \ SKYLIGHT ABOVE ' I �-_- STI r \ i III 1 o ; /. 2'-0"\ - - / SLOPE FLOOR TO 1 \ ><.-(' ,.-( / I / \ I I \ LIVING/DINING/KITCHEN \ l t -V/ - '' -1 , i 1 DRAIN TO EXTERIOR Cn\ .� \ FLOOR AREA"922sf /.. GLAZING 402sf=43 6% I - \ A/C VENTILATION 76 1sf=8 3% "; 1 /' BEDROOM 1 — °1 — — — — — -- — — - - — -pW —� — .- --, I C FLOOR AREA.157sf -° �" N M \ M -* ' w GLAZING 31.46sf=20% o a w- VENTILATION:15.25sf=10% 11'3I I o ,A 0,-0„ 0'-0" ; O / GARAGE - ®% 1st FLOOR ;'i 1st FLOOR ---r-- ‘, - __ I O -`-`'- 1-02i -1-- - - - - - Tr CONCR. EN \'\ �' No. Date Revision Notes t (D I DN 13'-8" 2-0" P x \ ___ � FLOOR-7 \ `� 3R 1±7' q / -' / / y / / 1 j - ' @- - � 15'-0" 2'-0" 11'-8" 1'-2 14;2'-1 1/2" t 10�'t/: 2 1 1/2"/ � EXT. SPIGOT / 38'-0" M Ill GARAGE (1-J- 11 4 / '� \ r ' i) 0c)- 11 mcc0i, M >-- . \ oM En\ C (116) s = \ LOWEST PT. OF SLOPED CEILING 119 I \,\ 115 7-- --*..)., Co - �(� M�� . , 118\ 2 0 / 1 / g 2'_7 4_ '001 N"i \ N BATH 1 / EXIT DOOR of Lc© `q 103;, - ,A. II _ -I 1 i V ii i \ n> N poo P /.z I \ ;FLOW \ W D \104? j (04) BENCH \\ O \ //\ Lill "' P�Rc�f p A/C\ I/1 \ II Y\ / \ �\ 1031 (� I _ P d 2 (1)STEP DOWN @±6" / 1 �105� 7'-6" 9" 8'-0" 5" 4'-0 5 5'-2' 9" I 22'-6"........ - - /............ 36.. /9/" 8'-7" 5" 12'-0" 9" �. 19'-6" j 26'-0" 22'-6" / / I / / ay f Nor / 4 i 3 1 10/5/12 DoB SUBMITTAL I I No. Date Issue Notes A 300 A-300 Design Firm 1.0e :,t.Brooklyn —1 126 13th Street#1 W Brooklyn, NY 11215 t.718.832.5934 f.718.832.5936 delliasx Project Manager CAD File Name Meret Lenzlinger, R.A. 1113_PLANS Drawn By Reviewed By JY 1ST FLOOR P LA N ML Proleck Title 1 i Scale: 1/4"= 1'-0" PROPOSED AREAS: O'REILLY RESIDENCE GROUND FLOOR AREA: 2,140sf 1420 Truman's Path BASEMENT AREA: 190sf East Marion, NY 11030 REAR DECK: 510sf Drawing Title _ PORCH: 83sf 1ST FLOOR PLAN Seal&Sign.:- — Project ID z-Ck .D A C';',%� #1113 \� ,0-\ L NI4//, !�/�,: Scale / �� x`44 O\\� 1/4"=1'-0" C _ ;i, n.414 ` ---i. i Drawing No * 1.{ 1 'i� N -4 �;/% A-141 028828 \-, 4/p INE\ L� 19'-6" 48'-6" / f / ti \ O L J O O-� o j �\ K201? No. Date Revision Notes O N \ 1 10/5/12 DoB SUBMITTAL No. Date Issue Notes Design Firm LC Lbrooklyn 126 13th Street#1W Brooklyn, NY 11215 t.718.832.5934 f.718.832.5936 Project Manager CAD File Name ROOF PLAN Meret Lenzlinger, R.A. 1113_PLANS C Drawn By Reviewed By J Scale: 1/4"= ML JY Project Title O'REILLY RESIDENCE 1420 Truman's Path East Marion, NY 11030 Drawing Title ROOF PLAN Seal&S o • EDI ^ � Project ID !�/�� EMZi. ,tea;•;,F #1113 Scale � gk4 W � ) PCZ 1/4"=1'-0" 'Cu` 11 Drawing No j4.4' � A-1 02 19'-6" 26-0" 22'-6" 3" CEDAR SIDING, TYP. - / / / / \N 10'-6" \ --- — -- \ TOP OF PARAPET - - N — — \ 1st FLOOR CLG BRMS I { cD I in ,, ".'9 o , bo qp ' II 3'2 1/2,. y - i 103 104 104 1105) ir 1stFLOOR� � .; 0.0., 0'-0"":7 \ , ... iw_ r__..?I i� ...-._— .:.�`. . _� _ — � —___— \ \-- - s •OR \ kCD = 68'-0" +I / 1 � (O 1 u_, r) 1 1 1 r i J I I \\�-� FOR STEPPED FOUNDATION, L J I r SEE ENGR'S DWGS. I J I I I I J_ I NORTH-EAST ELEVATION ( 1 / Scale: 1/4"= 1.-0" 22'-6" 26-0" 19'-6 1/8" / / / / TOP OF PARAPET - ,\ 1st FLOOR CLG BRMSLOwEsT PT,LRMICLG // I `I - I BALING ON INTERIOR N / i a = i ii II o i _ I i � I r COVER CORNER POST I E ALUMINUM COPING TO I , I Ea 106 I (106 !�1D7 nF-= l as= = ET' \ I i 108 ! 101 Vii' 6 P 1st FLOOR °' ___ 1 No. Date Revision Notes 1 1 1 1 —1.---_I_T -- I 4? I I I ` i I \ SOUTH-WEST ELEVATION Scale: 1/4"= 1'-0" / /31'-5" 8'-7" / 40'-0" / / \ _ — -- _ _ TOP OF PARAPET — — — — — — _ — — — — 0 1st FLOOR CLG BRMS I � II /103\ . . ..1.0(15:7:,,,2,,1 oB BMITTAL - 1 D S U bro No. aIssue Notes 00 /1—C— . '102? ` - C 9 f 126 oath Street#1W BILCO HATCH 15 // 6718,832 5934 2 f.718.832.5936 Zv --- 102', /'— k q q t O O„ c0 1 �� �/ Project Manager CAD File Name LOWEST \ —_=_- _ :_._.—.____ —... _—____ __.,._ --___ \-- --- -- --- ------------ -r- .. \ a 1st FLOOR \� �, • Y ---\ Meret Lenzlinger, R.A. 1113_PLANS POINT OF — -_, GRADE �' r \ ;----- f -1'-1 � Draws By Reviewed By BOTTOM OF FLR JOISTS +t�� \ ML JY I Project Title a ;-- ` ' I O'REILLY RESIDENCE z +1 a ,-_ 1 "' 1420 Truman's Path East Marion, NY 11030 I 1 iP \ 7 \ NORTH-WEST ELEVATION Drawing Title 4 Scale: 1/4"= 1'-0" EXTERIOR ELEVATIONS FOOTINGS TO BE 3'-6" /wI 1 001, FOR STEPPED FOUNDATION, MIN. BELOW GRADE ' — — + _1._ ------- ----- - - 8 2 �.._� SEE ENGR'S DWGS. I Ir-. ---- MECH.RM FLOOR c ; Seal 1Project ID 1 2: iSTELEVATION #1113 3 ) Sc '-0° G \ scale 1/4"=1'-0" Drawing No. ,�, ,.x QA-200 i.. A288 -4' _• 04.' i 1 I _ , I ` 1 k — — — TOP OF PARAPET P'8'-9"8'-9 I1st FLOOR CLG BRMS i , i ___,, _ ____ , . .... ..,..,, , , I /`� i . , / % / , ..,, , , \ { \ / \ / \, \ _—J / I \ . N \ I \ \ { 2" RECESSED BASEBD / \ j \ / /— THROUGHOUT \ / II \ / I I \ . f —i P 1st FLOOR -1'-11/2" 'BOTTOM OF FLR.JOISTS L 1 t 1 1 I I L — I 1 1 L 1 I I SECTION LOOKING NORTH-EAST L 1 1 Scale: 1/4"= 1'0" L___ 1 _ 8'-2" 1 L———— ' MECH RM FLOOR IL „r,, , . , _ 1---- , ., ,, , , ,,,„,,, „ , , _ ,, , , , \, ____, . „ , ., , , . , , ,, /, , , , . . ,N, ., , , , „, , /.„. , , \ , . , , , ., . 1,' . i . ,, , , „ / L__ „, ., , , „, . , ,, , , ./ „ ' ,, .,., .„ ,. i, , , , , „, . , . ,, i____ ___ ,, ,, , . , , / \ J . ( No. Date Revision Notes ('-- \ SECTION LOOKING SOUTH-WEST K _ Scale: 1/4”= 1'-0" _ / 31'-5" / fV � \ 31/2"x 91/4"LVL 31/2"x 9114"LVL --rte t �_ \ j 1 10/5/12 DoB SUBMITTAL - \ s� I \ '\ / j / / � , 0 \ / N . Date Issue Notes / / N \ / Design Firm \ o .; .brooklyn 1 -6 .� / 126 13th Street#1W :C iym "' w-n, �,i >,— --- ,` / Brooklyn, NY 11215 C /'� ice- j \ /, f.718.832.5936 / \ \ 1 _ . \ / Project Manager CAD File Name '1 / \ I I Merest Lenzlin er, R.A. 1113 PLANS 9 _ Drawn By Reviewed By ML JY Project Title O'REILLY RESIDENCE _ _ _ 1420 Truman's Path East Marion, NY 11030 L- J SECTION LOOKING SOUTH-EAST Drawing Title 4 � Scale: 1/4"= 1'-0" BUILDING SECTIONS SECTION LOOKING NORTH-WEST C,4 ; Scale: 1/4"= 1'-0" Li Seal& ltreihlfe Project ID #1113 1cE4 \\ Scale tr . , ,"A I Drawing No. 0288 ' AO// / A-300 ELECTRICAL LEGEND : _e_ DUPLEX OUTLET: DECORA(WH)UON 41) QUAD OUTLET: DECORA(WH) SPECIAL PURPOSE_JD DICATEDDD) OUTLET /1 VERIFY REQ'MNTS W/MFR'S SPECS. / I \, t SWITCH : LUTRON DIVA PRESET ROCKER DIMMER / (D); REGULAR DIVA SWITCH OTHERWISE / / STD SWITCH-TO-DOOR N -' GM GROUND-FAULT INTERRUPTED WP WATER PROOF/WET LOCATION CARBONMONOXIDE/SMOKE DETECTOR; INSTALL VIP AS PER NOTES ON SHEET A000 (}�`j RECD FIXTURE 4" RECESSED w/WH MTL TRIM HALO OR SIM. —0 WALL MOUNTED�IGHT PBO 0 SURFACE MOUNTED CEILING LIGHT: PBO _ 6 �2,/ .- ' 0,- O SURFACE MOUNTED PENDANT LIGHT P90 1 -1-- 1 T 1 ---' TELEPHONE/DATA CABLE JACK 0 _4— —E GABLE TELEVISION_JACK_-RUN w/COAXIAL CABLE T— y P SUITABLE FOR LOCAL CABLE S'RCE ,\ /, I • 1 C N PBO FA Baa. w— --- - - _ _ 9 _ - _ - I I I �wP WP GFI 1 __ ------- LINEAR FIXTURE: UNDEROR ABOVE CABINET FLAT CLG ___ CL I --- --'� --1+1-I�t ._ , I -` ��,� FIXTURE PBO w0- - - -- - - ' - O 0' c , w 3p3 �`I i `` `` — SIDING ON ENTIRE ' ' FLA9T CLG ri; S;I' % CEILING AS SHOWN REF ( ,, II 8,9, ' i ,.„_, rL, % O , GFI i \ / ,, X0� + -– -- - _...4.-R-)) (R) . - � r lR)r 1 ,,_ `12 }W --c)----,- rviP / 11) O / r i / , 1 . 4GFFLAT CLG ,..—i . GFI d / \ ' S1 q 1 ' ii ' EQ. / A/C ', '� I I 4-� -- - DW 1`I RAN'GE .,:-\\ - 44) - — --e4- - ' 0! �‘,row 1 —;— 111 1i 1' I IQ ,, OFLATCLG i GFI GFI + Or r r„ + I + No. Date Revision Notes 1 , I ,, / - R) r --- r r I IN C5 I / FLAT CLG S v/ i PANTRY ; p (� LOW PT. C81-9” 7:700 W TT — — ' �\ 3 `' 8 3 /11 �`� 1 - — 3 ` w — — — ` '14)---------_ ,�� ter— ` (j � r'''''- 0 „ W Q . �. r 1 r ` WP �} , r INCL. 3 ' GFI - y 1 1 ,r (f) - - (j) }} r' �INP __ WP 1 _ rl"A/C 1` `'3/WP 4 ' 1ST FLOOR ELECTRICAL, SWITCHING & REFLECTED CEILING PLAN Scale: 1/4"= 1'0" 1 10/5/12 DoB SUBMITTAL No. Date Issue Notes Design Firn '...* ',..w,'. ;..brooklyn 126 13th Street#1W Brooklyn, NY 11215 t.718.832.5934 f.718.832.5936 Project Manager CAD File Name Menet Lenzlinger, R.A. 1113_PLANS Drawn By Reviewed By ML JY Project Title O'REILLY RESIDENCE 1420 Truman's Path East Marion, NY 11030 DrawinQTELECTRICAL, SWITCHING & REFLECTED CEILING PLAN Seal&Si - Project ID �,��ED Rt?CX, \ #1113 ��� I_Ef12C� /%.\ I\ Scale • CI �i� A ` 1 ." ° •"i Drawing No ,__k_._)_ * 1,I E_-100 GENERAL STRUCTURAL NOTES 0 10. VERTICAL WALL REINFORCEMENT: 3. ALL SILL PLATES SHALL BE PRESSURED TREATED FOR PROTECTION AGAINST DETERIORATION. INSTRUCTIONS AT INDICATED LOCATIONS. VERIFY SERVICE REQUIREMENTS OF EACH PIECE OF EQUIPMENT BEFORE 0"'w A.DESIGN CRITERIA: a. WALL REFER TO PLAN/DETAIL 4. ALL TIMBER(WOOD/LUMBER)SHALL BE PROPERLY GRADED AND STAMPED IN ACCORDANCE TO THE WCLIB GRADING INSTALLATION. -- b. ENDS,CORNERS,AND INTERSECTIONS(1)#4 RULES AGENCY AND PURSUANT OF THAT SET FORTH BY THE AMERICAN LUMBER STANDARDS COMMITTEE. 8. COORDINATE WITH ALL TRADES THE NEED FOR SLEEVES, BLOCK OUTS,STRUCTURAL SUPPORTS,OR OTHER PRESET ,� 5. THE MAXI MUM MOISTURE CONTENT FOR ALL LUMBER SHALL NOT EXCEED 19%. ALL WOOD AND WOOD PRODUCTS ACCESSORIES. IT IS THE INTENT OF THESE DRAWINGS TO DEFINE A COMPLETE AND FINISHED JOB. 1. BUILDING CODE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE TO THE NEW YORK BUILDING CODE WITH 11.HORIZONTAL WALL REINFORCEMENT: SHALL BE PROTECTED FROM WEATHER DURING STORAGE AND CONSTRUCTION. 9. ANY DISCREPANCY OR OMISSION WHICH WOULD NORMALLY BE REQUIRED TO COMPLETE THE WORK,OR IS REQUIRED a ORDINANCE/AMENDMENTS BY THE TOWN OF EAST MARION,NEW YORK. a. ROOF LEVEL (2)#4 CONTINUOUS 6. DO NOT NOTCH OR CUT HOLES INTO BEAMS,STUDS OR JOISTS. BY ORDINANCE,SHALL BE PROVIDED AND FINISHED AS IF SPECIFICALLY NOTED AT NO ADDITIONAL COST. THIS - 2. STRUCTURAL LOADS b. FLOOR LEVEL (2)#4 CONTINUOUS 7. ALL WALL SHEATHING(PLYWOOD)SHALL BE APA APPROVED SPAN RATING OF 32/16 FOR AN EXTERIOR EXPOSURE AND DOCUMENT DOES NOT DEFINE OR SEPARATE AREAS OF RESPONSIBILITY BETWEEN THE GENERAL CONTRACTOR, N SATISFY THE REQUIREMENTS OF"NER 108"AND"PRODUCT STANDARD PSI-07".ALL SHEATHING SHALL BE STAMPED SUB-CONTRACTOR,AND/OR THE OWNER. co rte-. N a. DEAD: ROOF=17 psf 12.GROUTING OF INSULATED CONCRETE FORMS: AND 1/2"THICK. FASTEN THE WALL SHEATHING TO THE SUPPORTING FRAMING WITH 8d NAILS AT 6"O.C.AT EDGES AND 10. IT IS THE RESPONSIBILITY OF THESE PARTIES TO COORDINATE THEIR RESPECTIVE PORTIONS OF THE WORK WITH THE N `i• BOUNDARIES AND 8d NAILS AT 12"O.C.AT SUPPORTS. OTHER,TO AVOID DUPLICATIONS,SCHEDULING PROBLEMS,AND OMISSIONS. PROVIDE ADEQUATE CONCEALED a' FLOOR=24 psf CD a. ALL CELLS SHALL BE GROUTED SOLID. 8. ALL FLAT ROOF SHEATHING(PLYWOOD)SHALL BE APA APPROVED SPAN RATING OF 32/16 FOR AN EXTERIOR BLOCKING AND ANCHORING FOR CEILING AND WALL MOUNTED EQUIPMENT,ACCESSORIES,CABINETS,ANDCD b. LIVE: ROOF=20 psf b. PROPERLY CLEAN SPACES AND CELLS RECEIVING GROUT SO THAT THEY ARE FREE OF DRIED EXCESS EXPOSURE AND SATISFY THE REQUIREMENTS OF"NER 108"AND"PRODUCT STANDARD PSI-07". ALL SHEATHING SHALL COUNTERS. N co=40 psf CONCRETE, RUBBISH,AND DEBRIS.. BE STAMPED AND 5/8"THICK. FASTEN THE ROOF SHEATHING TO THE SUPPORTING FRAMING WITH 10d NAILS AT 6"O.C. 11. BIDDING CONTRACTORS MAY VISIT THE PROJECT AND DEVELOP THEIR OWN CONCLUSIONS AS TO THE NATURE OF THE N cc) c. PLACE THE GROUT SO THAT THE I.C.F.WILL NOT BE DAMAGED. CONTROL THE GROUT TO ENSURE THE AT EDGES AND BOUNDARIES AND 10d NAILS AT 12"O.C.AT SUPPORTS. PROVIDE H-CLIPS BETWEEN INTERMEDIATE WORK. ALL WORK IS TO BE PERFORMED TO THE CODE BY LICENSED CONTRACTORS PERFORMING WORK IN THEIR -,ix; en c. SNOW: GROUND Pg=20 psf CORRECT FLUIDITY FOR INSTALLATION. THE GROUT SHALL BE PLACED TO AVOID SEGREGATION OF THE SUPPORTS. SPECIFIC TRADES ONLY. ALL AND ANY ALTERATIONS TO THIS DOCUMENT SHALL BE APPROVED BY THE ENGINEER 0 M N AGGREGATE. 9. ALL 3/4"SHEATHING SHALL BE APA APPROVED STRUCTURAL 1 WITH A SPAN RATING OF 48/24 FOR AN EXTERIOR PRIOR TO ANY CHANGES BEING PERFORMED. ,� hi "• d. WIND: BASIC WIND SPEED FASTEST THREE SECOND MILE V3S=120 mph d. GROUTING OF WALL SECTIONS(LINTELS, CELLS, ETC.)SHALL BE COMPLETED IN A CONTINUOUS MANNER EXPOSURE AND SATISFY THE REQUIREMENTS OF"NER 108"AND"PRODUCT STANDARD PSI-83".ALL SHEATHING SHALL 12. THE CONTRACTOR OR SUB-CONTRACTOR SHALL BE RESPOSIBLE FOR ALL UNAPPROVED MODIFICATIONS. vn ` IMPORTANCE FACTOR Iw= 11.00 WITH NO POUR STOPPAGES IN EXCESS OF ONE HOUR. BE STAMPED. FASTEN THE ROOF SHEATHING TO THE SUPPORTING FRAMING WITH 6g x 2 1/2"SCREWS AT 6"O.C.AT 13. ANY FEES INCURRED FOR PROPOSED DESIGN CHANGES SHALL BE PAID BY THE CONTRACTOR/SUB-CONTRACTOR. r o. EXPOSURE D e. PROVIDE A HORIZONTAL CONSTRUCTION JOINT BETWEEN GROUT POURS. STOP AT WYTHES OF THE EDGES AND BOUNDARIES AND 6g x 2 1/2"AT 12"O.C.AT SUPPORTS. 14. THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY REVIEWING SPECIFICATIONS ALONG WITH THESE GENERAL ANALYSIS METHOD:SIMPLIFIED SAME ELEVATION AT A DISTANCE OF 1 1/2 INCHES BELOW THE NEXT MORTAR JOINT(EXCEPT AT THE TOP 10. THE LONG DIMENSION OF THE ROOF, FLOOR,AND WALL SHEATHING SHALL BE PLACED PERPENDICULAR TO THE STRUCTURAL NOTES. WALLS). SUPPORING FRAMING. e. SEISMIC: IMPORTANCE FACTOR IE= 1.00 f. GROUT SHALL BE CONSOLIDATED BY THE USE OF MECHANICAL VIBRATION TO PROPERLY CONSOLIDATE 11. SCREW MARK AND DIAMETER ARE AS FOLLOWS: N. SPECIAL STRUCTURAL INSPECTION: THE GROUT DURING PLACEMENT AND BEFORE LOSS OF PLASTICITY.RECONSOLIDATE GROUT WITH a. 6g..(0.138"0-SHANK)MINIMUM 2"LONG, U.N.O. OCCUPANCY CATEGORY=11 SITE CLASS D MECHANICAL VIBRATION TO MINIMIZE VOIDS DUE TO WATER LOSS. b. 7g. (0.151"0-SHANK)MINIMUM 2 1/2"LONG,U.N.O. 1. IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE,THE OWNER WILL PROVIDE QUALIFIED PERSONNEL } SHORT PERIOD SPECTRAL RESPONSE SDS=0.346 g. PROVIDE CLEAN-OUTS AT THE BOTTOM COURSE WHERE GROUT POURS EXCEED 60 INCHES AND AT 12.LAG SCREWS SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM A307,LOW-CARBON STEEL EXTERNALLY AND TO PERFORM THE FOLLOWING SPECIAL INSPECTIONS AND REPORT THE FINDINGS TO THE ENGINEER. THIS DOES NOT SPECTRAL RESPONSE 1 SECOND PERIOD SD1 =0.109 EVERY VERTICAL BAR LOCATION. CLEAN-OUTS SHALL NOT EXCEED 24 INCHES ON CENTER IN SOLID INTERNALLY THREADED STANDARD FASTENERS. PROVIDE LEAD HOLES FOR ALL LAG SCREWS EQUAL TO 1/8"LESS THE RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH THE DESIGN SEISMIC DESIGN CATEGORY B GROUTED WALLS. DIAMETER OF THE SPECIFIED SCREW. DRAWINGS. BASIC SEISMIC FORCE RESISTING SYSTEM: h. USE CONTINUOUS FULL-HEIGHT REINFORCING FOR THE HEIGHT OF THE GROUT POUR PLUS ANY 13. ALL LUMBER CONNECTORS SHALL BE BY"SIMPSON STRONG TIE". INSTALL ALL STEEL WOOD CONNECTORS(HANGERS, ORDINARY STEEL MOMENT FRAME WALLS R=3.5 REQUIRED LAP ABOVE. PROPERLY SECURE REINFORCEMENT FROM MOVEMENT DURING THE GROUTING CLIPS,TIES,ETC.)IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. a. COMPACTION TO 95%. SEISMIC RESPONSE COEFFICIENT,Cs=0.099 WHICH SHALL NOT EXCEED 60 INCHES APART. 14. WOOD NAILING SCHEDULE: b. CONCRETE CONSTRUCTION. c. WOOD CONSTRUCTION. B. FOUNDATION PREPARATION: 13. PROVIDE REINFORCING DOWELS FROM THE FOUNDATION SYSTEM TO MATCH THE VERTICAL WALL REINFORCING SIZE a. JOIST TO SILL OR GIRDER,TOENAIL 3-8d d. STEEL CONSTRUCTION. �� AND SPACING. ALL DOWELS SHALL HAVE STANDARD 900 HOOKS AND EXTENDED TO THE BOTTOM MAT OF THE b. BRIDGING TO JOIST,TOENAIL EACH END 2-8d e. EPDXY INSERTS INTO CONCRETE. 1. REMOVE ALL DEBRIS AND ORGANIC MATERIAL FROM THE FOUNDATION AREA. THE CONTRACTOR SHALL IMMEDIATELY FOOTING. REFER TO THE PLANS AND DETAILS FOR THE NECESSARY LAP LENGTH. c. 1x6 SUBFLOOR OR LESS TO EACH JOIST,FACE NAIL 2-8d f. EXPANSION BOLTS INTO CONCRETE. INFORM THE ARCHITECT/ENGINEER IF ANY EXISTING SUB-GRADE STRUCTURES ARE FOUND DURING EXCAVATION. 14. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL DOOR AND WINDOW OPENINGS. d. WIIDER THAN 1x6 SUBFLOOR TO EACH JOIST,FACE NAIL 3-8d 2. ALL FOUNDATIONS SHALL HAVE FORMED SIDES. IF THE CONTRACTOR ELECTS TO USE EARTH FORMED SIDES,ONE 15. THE I.C.F.CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY WALL BRACING AND LINTEL SHORING. ALL e. 2x SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d 2. SPECIAL STRUCTURAL INSPECTIONS SHALL BE PERFORMED BY QUALIFIED PERSONS FAMILIER WITH THE PROJECT. INCH SHALL BE ADDED TO EACH EARTH FORMED SIDE TO PROVIDE ADEQUATE COVER OVER THE REINFORCING AT THE LINTELS SHALL BE SHORED NO LESS THAN 7 DAYS OR UNTIL THE I.C.F. HAS REACHED ITS REQUIRED STRENGTH. f. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"O.C. 3. THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR 24 HOURS IN ADVANCE OF ALL REQUIRED INSPECTIONS. CONTRACTOR'S EXPENSE. g. SOLE PLATE TO JOIST OR BLOCKING,AT BRACED WALL PANELS,3-16d AT 16" Cv o 3. FOUNDATION REINFORCING SHALL BE SUPPORTED FROM ABOVE OR WITH 3"CONCRETE BLOCKS AT 4'-0"ON CENTER F. STEEL: h. TOP PLATE TO STUD, END NAIL 2-16d CD a • -3 MAXIMUM WHILE DEPOSITING CONCRETE IN FORMS. I. 2x4 STUD TO SOLE PLATE TOENAIL 4-8d or END NAIL 2-16d CD 8 - 2 (MAXIMUM) ABBREVIATIONS 4. MOISTURE CONTENT IN FOOTING EXCAVATIONS SHALL BE MAINTAINED UNTIL FOOTING IS PLACED. FOOTINGS SHALL 1. ALL STRUCTURAL STEEL SHALL BE DESIGNED,DETAILED, FABRICATED,AND ERECTED IN ACCORDANCE WITH THE AISC j. 2x6 STUD TO SOLE PLATE TOENAIL 6-8d or END NAIL 3-16d y.. BE POURED AS SOON AS PRACTICAL AFTER EXCAVATIONS ARE COMPLETED. 360-05,"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". ALL STEEL FABRICATION SHALL BE PERFORMED BY A k. DOUBLE STUDS, FACE NAIL 16d AT 24"O.C. � o ¢ % 0 5. ALL FINAL GRADES AND FINISHED EXTERIOR SLAB WORK SHALL SLOPE DOWNWARD FROM THE STRUCTURE AND ITS LICENSED FACILITY. I. DOUBLED TOP PLATES, FACE NAIL 16d AT 16"O.C. A.B. ANCHOR BOLT LAT. LATERAL - FOUNDATIONS SYSTEM. WATER SHALL NOT BE PERMITTED TO POND WITHIN 10'-0"OF THE FOUNDATION SYSTEM. 2. ALL STEEL FABRICATED ITEMS SHALL SATISFY THE FOLLOWING ASTM SPECIFICATIONS: m. DOUBLE TOP PLATES, LAP SPLICE 8-16d A.B.C. AGGREGATE BASE COURSE L.G.S. LIGHT GAUGE STEEL STUD .3 a> c o 6. THE DESIGN BEARING PRESSURE(NET)IS 1500 psf FOR FOUNDATIONS BEARING ON UNDISTURBED FIRM SOIL WITHOUT n. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOENAIL 3-8d A.F.F. ABOVE FINISHED FLOOR L.L.H. LONG LEG HORIZONTAL 2 - ANY OBSERVED OR KNOWN SOIL CONDITIONS. UNLESS NOTED OTHERWISE,THE FOUNDATION SHALL BE PLACED NO MEMBER ASTM Fy(ksi) o. RIM JOIST TO TOP PLATE,TOENAIL 8d AT 6"O.C. ALT. ALTERNATE L.L.V. LONG LEG VERTICAL ` a' a a L .. _C "0 - LESS THAN 3'-0"BELOW FINISHED GRADE. STRUCTURAL TUBING(HSS) A500(GRADE B) 46 p. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d ARCH. ARCHITECTURAL LONG. LONGITUDINAL 3 is o STEEL PIPE A53(TYPE E, GR.B) 35 q. CONTINUOUS HEADER,2 PIECES 16d AT 16"O.C.ALONG 2 EDGES B.N. BOUNDARY NAILING MAX. MAXIMUM 0 C.STEEL REINFORCEMENT FOR CONCRETE: ROLLED W SHAPES A992 50 r. CEILING JOISTS TO PLATE,TOENAIL 3-8d BOT. BOTTOM MECH. MECHANICAL _ cc v a3 .9' PLATES/OTHER ROLLED SHAPES A36 36 s. CONTINUOUS HEADER TO STUD,TOENAIL 4-8d C.I.P. CAST IN PLACE MIN. MINIMUM E o � o 1. ALL STEEL REINFORCEMENT FOR CONCRETE AND MASONRY SHALL SATISFY THE REQUIREMENTS OF THE CODE. CONNECTION BOLTS A325 92 t. CEILING JOISTS, LAPS OVER PARTITIONS,FACE NAIL 3-16d C.J. SAW CUT CONTROL JOINT MISC. MISCELLANEOUS y 2. ALL REINFORCEMENT FROM SIZES#4 TO #18 SHALL SATISFY THE REQUIREMENTS OF ASTM A615 GRADE 60. NUTS A563 N/A u. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d COL. COLUMN O.C. ON CENTER "' c. " = - REINFORCEMENT SIZE#3 SHALL SATISFY'THE REQUIREMENTS OF ASTM A615 GRADE 40. WASHERS A436 N/A v. RAFTER TO PLATE,TOENAIL 4-8d CONC. CONCRETE OPP. OPPOSITE T- c o c o 3. ALL REINFORCEMENT THAT IS REQUIRED TO BE WELDED SHALL SATISFY THE REQUIREMENTS OF ASTM A706 GRADE 60 ANCHOR AND THROUGH BOLTS A307 36 w. lx(BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d CONT. CONTINUOUS P.A.F. POWDER ACTUATED T N o E '�' g AND BE WELDED WITH E90XX ELECTRODES. WELDING OF REINFORCING OTHER THAN SPECIFIED IS NOT PERMITTED. THREADED RODS A36 36 x. 1x8 SHEATHING OR LESS TO EACH BEARING,FACE NAIL 3-8d C.S. COUNTER SUNK FASTENER _ 2E III 4. ALL REINFORCEMENT SHALL BE PROPERLY STAMPED AND PRODUCED BY A CERTIFIED MILL IN THE UNITED STATES. y. WIIDER THAN 1x8 SHEATHING TO EACH BEARING,FACE NAIL 3-8d DIA./0 DIAMETER PL. PLATE CV .7.3 �' E o EA. EACH PREFAB. PREFABRICATED 5. ALL BENDS IN STEEL REINFORCEMENT SHALL BE COLD AND COMPLETED IN SHOP. FIELD BENDING OF 3. ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF A.W.S.D1.1 USING E70XX ELECTRODES. z. BUIILT-UP CORNER STUDS 16d AT 24"O.C. ..= o = (3' L- REINFORCEMENT IS NOT PERMITTED. 4. BOLT HOLES SHALL BE PUNCHED OR DRILLED AND NOT BE GREATER THAN 1/16"IN DIAMETER THAN THE SPECIFIED aa. BUIILT-UP GIRDERS AND BEAMS 20d AT 32"O.C.AT TOP AND BOTTOM AND STAGGERED E.B. EPDXY TREADED INSERT REINF. REINFORCEMENT CD o � - o 6. ALL REINFORCING SHALL BE CONTINUOUS,UNLESS NOTED OTHERWISE IN THESE CONSTRUCTION DOCUMENTS. BOLT. ALL HOLES SHALL HAVE SMOOTH SURFACES. FIELD CUTTING OF HOLES IS NOT PERMITTED. bb. BUIILT-UP GIRDERS AND BEAMS 2-20d AT EACH ENDS&SPLICE EMBED. EMBEDMENT REQ'D REQUIRED "Q c = CD-= CONTINUOUS BARS SHALL LAP IN ACCORDANCE WITH THAT SHOWN IN THE DETAILS. 5. ALL HEADED STUDS SHALL CONFORM TO AND BE INSTALLED TO THE LATEST STANDARD OF ASTM A-108. cc. 2x PLANKS 16d AT EACH BEARING E.N. EDGE NAILING SIM. SIMILAR 7. PROVIDE CORNER BARS IN OUTSIDE FACE OF ALL GRADE BEAMS AND WALLS EQUAL IN SIZE AND SPACING TO MAIN 6. ALL SHOP OR FIELD WELDING OF STRUCTURAL STEEL,STEEL REINFORCEMENT,AND LIGHT GAUGE STEEL SHALL BE dd. INTERIOR PANELING 1/4"-4d,3/8"-6d E.S. EACH SIDE S.O.G. SLAB-ON-GRADE 0 a-o o N HORIZONTAL REINFORCING. EXTEND INSIDE FACE REINFORCING OF ALL GRADE BEAMS AND WALLS TO OUTSIDE FACE COMPLETED BY AN A.W.S.CERTIFIED WELDER. 15.USE ONLY(COMMON WIRE NAILS. C.) a' a AND BEND TO A STANDARD 90°HOOK. 7. PROTECTIVE COATINGS DAMAGED DURING THE TRANSPORT, ERECTION AND FIELD WELDING PROCESSES SHALL BE E.W. EACH WAY SPECS. SPECIFICATIONS Cr, N °-' a 8. WELDED WIRE FABRIC(W.W.F.)SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185. WELDED WIRE FABRIC MUST RESTORED IN THE FIELD TO EQUAL THE SHOP APPLIED COATING. K. WOOD I-JOISTS: F.F. FINISHED FLOOR SQ. SQUARE © z HAVE END LAPS AND EDGE LAPS OF ONE FULL MESH OF NOT LESS THAN 12"AND SHALL BE HELD IN PLACE BY WIRING 8. THE STRUCTURAL STEEL FABRICATOR SHALL SUPPLY SHOP DRAWINGS OF ALL STEEL WORK FOR THE F.G. FINISHED GRADE STD. STANDARD ALL LAPS SECURELY TOGETHER. WELDED WIRE FABRIC SHALL BE PLACED IN FLAT SHEETS AND BE ACCURATELY ARCHITECT'S/ENGINEER'S REVIEW AND APPROVAL PRIOR TO FABRICATION. 1. THE WOOID I-JOISTS USED FOR THIS PROJECT SHALL BE PROVIDED BY"REDBUILT/ILEVEL"OF NEW YORK. FTG. FOOTING STL. STEEL POSITIONED AT MID-SLAB DEPTH. ROLLED WELDED WIRE FABRIC IS NOT PERMITTED. 2. THE JOISTS SHALL BE DESIGNED FOR THE RELEVANT LOADS DESCRIBED IN THE DESIGN CRITERIA,THE PLANS,AND F.N. FIELD NAILING t THICKNESS(INCHES) 9. ENSURE THAT ALL REINFORCING BARS,ANCHOR BOLTS,AND OTHER EMBEDMENTS ARE PROPERLY SECURED AT THE G.LIGHT GAUGE STEEL: DETAILS.'THE JOIST PROVIDER SHALL ACCESS LOCALIZED IMPACTS FROM FIRE PROTECTIONS LINES,MECHANICAL F.S. FAR SIDE T.O.B. TOP OF BEAM CORRECT POSITION PRIOR TO THE PLACEMENT OF CONCRETE. FIELD BENDING OF REINFORCEMENT CAST IN UNITS,ANID SIMILAR. G.S. GRIND SMOOTH U.N.O. UNLESS NOTED OTHERWISE CONCRETE OR MASONRY IS NOT PERMITTED. 1. ALL STRUCTURAL LIGHT GAUGE STEEL JOISTS,STUDS,AND TRACK SHALL BE SPECIFIED DESIGNED,DETAILED, 3. AS REQUIIRED,THE JOIST PROVIDER SHALL PROVIDE DOUBLE JOISTS BENEATH MECHANICAL EQUIPMENT UNLESS G.S.N. GENERAL STRUCTURAL NOTES VERT. VERTICAL 10. MINIMUM CONCRETE COVER OVER REINFORCEMENT(IN ACCORDANCE TO TABLE 1907.7.1 OF THE CODE): FABRICATED,AND ERECTED IN ACCORDANCE WITH THE AISI (2007),"DESIGN OF COLD-FORMED STEEL STRUCTURES". CALCULATIONS SHOW THAT SINGLE JOISTS ARE ADEQUATE TO SUSTAIN THE REQUIRED DESIGN LOADS. H.S. HEADED STUD W/ WITH Di a. CAST PERMANENTLY AGAINST EARTH 3" THE DESIGN OF ALL SECTION SHALL BE BASED ON THE CROSS-SECTIONAL PROPERTIES PURSUANT OF THAT STATED 4. EACH JOIST SHALL BE MANUFACTURED AND TESTED IN ACCORDANCE TO THE STANDARDS SET FORTH IN THE HORIZ. HORIZONTAL W.T.S. WELDABLE THREADED STUD C) b. EXPOSED TO EARTH OR WEATHER#6 AND LARGER 2" IN ICC-ES REPORT 2054. INTERNATIONAL CODE COUNCIL REPORT NO.ESR-2994/1153 AND ASTM D5055-97. THE FLANGE MEMBERS,WEB K.J. KEYED CONTROL JOINT E c. EXPOSED TO EARTH OR WEATHER#5 AND SMALLER 1 1/2" 2. STUDS,TRACK,AND CONNECTIONS(STRAPS,CLIPS, ETC.)SHALL BE MANUFACTURED FROM STEEL MEETING THE MEMBERS AND ADHESIVES SHALL CONFORM TO THE PROVISIONS OF THESE DOCUMENTS. d. CONCRETE NOT EXPOSED TO WEATHER OR EARTH 1" REQUIREMENTS OF ASTM A653 RESPECTIVE OF THE FOLLOWING GRADES 5. THE WOOD I-JOISTS SHALL BE DESIGNED TO SATISFY THE LOADS AND DIMENSIONS INDICATED ON THE PLANS AND/OR 111 (#11 BAR AND SMALLER) a. 18 GAUGE AND THINNER GRADE 33(33 ksi) DETAILS. 1.1 e. SLABS,WALLS,AND JOISTS 1" b. 16 GAUGE AND THICKER GRADE 50(50 ksi) 6. THE JOIST PROVIDER SHALL DESIGN AND PROVIDE ALL JOIST HANGERS AND SIMILAR CONNECTIONS. la f. BEAMS AND COLUMNS 1 1/2" 3. JOISTS,STUDS,TRACKS,AND HAT CHANNEL SECTIONS NOTED ON THE PLANS AND/OR DETAILS SHALL BE UPON SSMA 7. AN APPROVED THIRD-PARTY INSPECTION AGENCY SHALL SUPERVISE THE ASSEMBLY OF THE JOISTS. EACH JOIST y PRODUCT IDENTIFICATION. SHALL BE.IDENTIFIED BY A STAMP INDICATING THE JOIST SERIES, RELATED CODE REPORT,MANUFACTURER'S NAME, Lial D.CONCRETE: PLANT NUMBER,AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. EACH JOIST SHALL HAVE A DEPTH AND FLANGE SSMA PRODUCT IDENTIFICATION WIDTH TOLERANCE OF 1/16"+/-. CC 1. ALL CONCRETE WORK SHALL SATISFY THE REQUIREMENTS A.C.I."SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR STYLE: 8. THE TOTAL LOAD DEFLECTION TO SPAN RATIO OF EACH JOIST SHALL NOT EXCEED 1 TO 240. THE TOTAL LIVE LOAD o� BUILDINGS"AND THE CODE. S=STUD OR JOIST SECTIONS MATERIAL THICKNESS: DEFLECTIION TO SPAN RATIO OF EACH JOIST SHALL NOT EXCEED 1 TO 360. THE JOIST PROVIDER SHALL CAMBER THE mill fi 2. REQUIRED CONCRETE STRENGTHS:MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS: T=TRACK SECTIONS 1 IN MILS.1 MIL.=1/1000" JOISTS AS NECESSARY TO SATISFY THESE REQUIREMENTS. a. FOUNDATIONS ft=3000 psi 9. THE WOOD I-JOISTS SHALL BE PROTECTED FROM THE WEATHER PRIOR AND DURING INSTALLATION. THEY SHALL BE MI E (DESIGN BASED ON Pc=2500 psi) HANDLED WITH CARE SO THEY ARE NOT 362S162-54 PLANS AND ANY JOIST DRAWINGS AND INSTALLATION SUGGESTIONS.GED. THE JOISTS ARE TTEMPORARYCONSTRUCTION LOADSO BE INSTALLED IN ACCORDANCE (THATTH E o g b. INTERIOR SLABS-ON-GRADE Pc=3000 psiO N N c. CONCRETE WALLS ft=2500 psi 1 L CAUSE STRESSES BEYOND DESIGN LIMITS ARE NOT PERMITTED. SAFETY BRACING SHALL BE PROVIDED BY THE v (USE NO GREATER THAN 3/8"AGGREGATE) MEMBER DEPTH: FLANGE WIDTH: INSTALLEIR TO ENSURE JOISTS REMAIN STRAIGHT AND PLUMB UNTIL THE ROOF FRAMING IS COMPLETED. T ., d. EXTERIOR FLATWORK ft=4500 psi 3 5/8"=362 x 1/1000" 1 5/8"=1.625"=162 x 1/1000" 10. PRIOR TOI THE COMPLETION OF THE JOIST INSTALLATION,THE CONTRACTOR SHALL PROVIDE AN OPPORTUNITY FOR THE JOIST PROVIDER TO REVIEW THE INSTALLATION. THE AIR ENTRAINMENT FOR ANY EXTERIOR/WALL MIX SHALL NOT BE LESS THAN 7 PERCENT. 11. THE PRODUCTS DELIVERED SHALL BE FREE FROM MANUFACTURING ERRORS OR DEFECTS IN WORKMANSHIP AND 4. ALL SCREWS SHALL MEETTHE REQUIREMENTS OF AISI SPECIFICATION E4 FOR SCREW CONNECTIONS. SCREWS SHALL MATERIAL. ANY DAMAGED OR DEFECTED JOISTS SHALL NOT BE USED. 3. ALL CONCRETE SHALL USE PORTLAND CIEMENT THAT CONFORMS TO ASTM C150 TYPE II. CONFORM TO SAE J78 AND HAVE A PHILLIPS DRIVE WAFER HEAD. SCREWS SHALL HAVE SUFFICIENT THREADED LENGTH 4. AGGREGATE FOR REGULAR WEIGHT CONCRETE SHALL SATISFY THE REQUIREMENTS ASTM C33. THAT A MINIMUM OF FOUR(4)FULL THREADS COMPLETELY PENETRATE EACH LAYER OF THE CONNECTED PARTS. L. PRE-ENGINEEIRED WOOD PRODUCTS(STRUCTURAL COMPOSITE LUMBER): 5. FLY ASH MAY ONLY BE USED UP TO 20 PERCENT OF THE TOTAL CEMENT CONTENT OF FOUNDATIONS.FLYASH MAY SCREWS SHALL NOT BE SPACED CLOSER THAN 4 DIAMETERS APART. SCREW MARK AND DIAMETER ARE AS FOLLOWS: NOT BE USED IN SLABS.ALL FLY ASH SHALL CONFORM TO ASTM C618,CLASS F AND SHALL NOT BE MORE THAN 20%OF a. #6(0.138"0-SHANK) 1. ALL LAMINIATED VENEER LUMBER(LVL),TIMBERSTRAND LAMINATED STRAND LUMBER(LSL)AND/OR PARALLEL STRAND cr) To- r O_ CEMENT BY WEIGHT OF THE CEMENTITIOUS CONTENT. b. #8(0.164"0-SHANK) LUMBER(IPSL)SHALL BE DESIGNED AND MANUFACTURED TO THE STANDARDS SET FORTH IN THE ICC ES REPORT NO. CU CV 0 v- 6. ADDITIVES INCLUSIVE OF CHLORIDE ARE NOT PERMITTED TO BE ADDED TO THE CONCRETE. C. #10(0.191"0-SHANK) ESR-2993//1387. 7. THE CONCRETE MIX DESIGN SHALL SATISIFY THE REQUIREMENTS OF ACI 301 AND SHALL BE SUBMITTED TO THE 5. ALL LOW VELOCITY FASTENERS(LVF)SHALL BE HILT!0.145"0 X-DNI SERIES PER ICC EVALUATION REPORT ESR 1663. IN 2. MATERIALS SHALL COMPLY WITH THE CORRECT ICC ES REPORT. O ARCHITECT FOR THE ENGINEER'S REVIEW. THE RELATED COMPRESSIVE STRENGTH TEST REPORTS SHALL BE NORMAL WEIGHT CONCRETE, PROVIDE 1 1/4"EMBEDMENT WITH A MINIMUM 3"EDGE DISTANCE AND MAXIMUM 24"O.C. 3. ADHESIVES SHALL BE OF THE WATERPROOF TYPE CONFORMING TO THE REQUIREMENTS OF ASTM D-2559. SUBMITTED TO THE BUILDING OFFICIAL AND THE ENGINEER. SPACING. 4. LVL,LSL AND/OR PSL SHALL BE MANUFACTURED BY REDBUILT IN A PLANT LISTED IN THE REPORTS REFERRED TO 0 8. THE SLUMP SHALL NOT EXCEED THAT STATED IN THE REVIEWED MIX DESIGN. ABOVE AND UNDER THE SUPERVISION OF AN APPROVED THIRD-PARTY INSPECTION AGENCY. IT SHALL BE 9. CONCRETE PLACED IN HOT WEATHER SHALL BE IN ACCORDANCE TO ACI 305. CONCRETE PLACED IN COLD WEATHER H.WALL SHEATHING AND ENCLOSURE: MANUFACTURED FROM STRANDS OF WOOD FIBER IN A CONTINUOUS PROCESS,WITH ALL STRANDS ORIENTED TO THE o SHALL MEET THE REQUIREMENT OF ACI 306. LENGTH OF THE MEMBER AND THEN FED INTO A PRESS IN THE DESIRED LAY-UP PATTERN. ALL MEMBERS ARE TO BE C 10. DO NOT RETEMPER CONCRETE AFTER THE INITIAL SET. 1. REFER TO THE ARCHITECT FOR ALL INTERIOR SHEATHING REQUIREMENTS. FREE OF FINGER JOINTS,SCARF JOINTS,OR MECHANICAL CONNECTIONS IN FULL-LENGTH MEMBERS. N 11. FORMING AND EMBEDMENTS SHALL MEET THE FOLLOWING:ALL EXPOSED EDGES OF CONCRETE SHALL BE 2. GYPSUM BOARD USE FOR THIS PROJECT SHALL BE IN CONFORMANCE TO THE CODE AND THE SPECIFICATION 5. LVL,LSL AND/OR PSL SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES .O CHAMFERED 3/4"INSIDE FORMS OR TOOLED TO 3/4"RADIUS ON SLABS UNLESS OTHERWISE NOTED. RECOMMENDATIONS OF GYPSUM ASSOCIATION PUBLICATIONS GA216 AND GA600. EVALUATION REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER,DATE OF FABRICATION,AND THEL 5' 12. SLABS-ON-GRADE SHALL HAVE CONSTRUCTION JOINTS AND CONTROL JOINTS(SAWED JOINTS)LOCATED AS SHOWN 3. ALL GYPSUM BOARD(STANDARD, FIRE RATED, MOISTURE RESISTANT,EXTERIOR CEILING)SHALL BE 5THE THICKNESS INDEPENDENT INSPECTION AGENCY'S LOGO. a ON THE DRAWINGS. THE CONTRACTOR SHALL LOCATE SLAB JOINTS ON SHOP DRAWINGS. NOTE BY THE ARCHITECT AND IN COMPLIANCE TO THE LATEST OF ANSI/ASTM C36 AND ASTM C1396. 6. LVL,LSL AND/OR PSL, IF STORED PRIOR TO INSTALLATION,SHALL BE PROTECTED FROM THE WEATHER. IT SHALL BE m a) C Y 13. ANY NECESSARY VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED WITHIN THE CENTER ONE-THIRD OF THE SPAN. 4. FASTEN ALL SHEATING TO THE SUPPORTING STUDS AND/OR PLATES WITH#6 x 1 1/4"LONG SCREWS(TYPE S OR W). ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS,AND ANY RED BUILT DRAWINGS AND INSTALLATION ❑ C ALL JOINTS SHALL BE THOROUGHLY CLEANED AND PURPOSELY ROUGHENED TO 1/4"PRIOR TO PLACING ADJACENT 5. WOOD BASED WALL SHEATHING ATTACHED TO EXTERIOR STEEL STUD WALLS SHALL BE CDX-EXTERIOR GRADE,APA SUGGESTIONS. TEMPORARY CONSTRUCTION LOADS THAT CAUSE STRESSES BEYOND DESIGN LIMITS ARE NOT id 23 co 4) CONCRETE. APPROVED SPAN RATING OF 32/16 FOR AN EXTERIOR EXPOSURE AND SATISFY THE REQUIREMENTS OF"NER 108"AND PERMITTED. SAFETY BRACING IS TO BE PROVIDED BY THE INSTALLER TO KEEP THE TIMBERSTRAND®LSL STRAIGHT Il LU 0 U 14. EXPOSED CONCRETE SHALL BE PROPERLY CURED IN ACCORDANCE TO THE PROCEEDURES SET FORTH IN ACI 301. "PRODUCT STANDARD PSI-07".ALL SHEATHING SHALL BE STAMPED AND 5/8"THICK. FASTEN THE SHEATHING TO THE AND PLUMB AS REQUIRED,AND TO ENSURE ADEQUATE LATERAL SUPPORT FOR THE INDIVIDUAL TIMBERSTRAND LSL THE CONTRACTOR SHALL SUBMIT THE CURING PROCEEDURE TO THE ARCHITECT IN ADVANCE OF THE PLACEMENT OF SUPPORTING FRAMING WITH#8 x 1 1/2"LONG FLAT HEAD SCREWS AT 6"O.C.AT EDGES AND BOUNDARIES AND#8 x 1 MEMBERS AND THE ENTIRE SYSTEM UNTIL THE SHEATHING MATERIAL IS APPLIED. THE EXPOSED CONCRETE. SEALENTS THAT MAY INTERFERE WITH FLOORING ADHESIVES ARE NOT PERMITTED. 1/2"LONG FLAT HEAD SCREWS AT 8"O.C.AT OTHER SUPPORTS. THE MINIMUM HEAD DIAMETER SHALL BE 0.292"°. 7. ALL LVL,LSL AND/OR PSL SHALL BE PROVEN BY TESTING AND EVALUATION IN ACCORDANCE WITH THE PROVISIONS OF 15. NO ALUMINUM SHALL BE EMBEDDED IN CONCRETE. CONDUITS AND PIPING EMBEDDED IN CONCRETE SHALL BE ASTM D-5456. SPACED A MINIMUM OF FOUR DIAMETERS APART AND THE OUTSIDE DIAMETER SHALL BE LESS THAN 30 PERCENT OF I. SPECIAL CONNECTORS AND MATERIALS: 8. THE PRODUCTS DELIVERED SHALL BE FREE FROM MANUFACTURING ERRORS OR DEFECTS IN WORKMANSHIP AND THE MEMBER THICKNESS PLACED BETWEEN LAYERS OF REINFORCING. MATERIAL. THE PRODUCTS,WHEN CORRECTLY INSTALLED AND MAINTAINED,SHALL PERFORM AS DESIGNED FOR THE Revision 16. THE CONTRACTOR SHALL DESIGN AND SUPPLY ALL NECESSARY BRACING,SHORING AND FORMWORK FOR THIS 1. NON-SHRINK GROUT USED FOR BASE PLATES SHALL BE NON-METALLIC AND SATISIFY THE REQUIREMENTS OF ASTM NORMAL AND EXPECTED LIFE OF THE BUILDING. PROJECT. C827,ASTM C1090 AND ASTM C1107. THE MINIMUM 72 HOUR STRENGTH SHALL BE 5000 PSI. ofESSIQN 17. REFER TO THE ARCHITECTURAL DRAWINGS FOR CAST MOULDS, GROOVES,ORNAMENTS, ETC.,TO BE PLACED IN 2. ANY EPDXY ANCHORS INSTALLED IN CONCRETE SHALL CONFORM TO AND BE INSTALLED PER ICC REPORT ESR-2678 M.GENERAL CONSTRUCTION: Q� 9 AND BE HILTI"HIT HYI50 MAX ADHESIVE ANCHOR". REFER TO PLANS/DETAILS FOR ALL SIZES AND EMBEDMENTS. J E°pOR: EXPOSED CONCRETE SURFACES. �' j k,, 3. ANY EXPANSION ANCHORS INSTALLED IN CONCRETE SHALL CONFORM TO AND BE INSTALLED PER ICC EVALUATION 1. ALL DESIGN, DRAWINGS,AND DETAILS REPRESENT COMPLETE WORK IN PLACE. 2 Ar ; E. INSULATED CONCRETE FORMS(I.C.F.): REPORT#ESR-1917 AND BE HILTI"KWIKBOLT TZ". REFER TO PLANS/DETAILS FOR ALL SIZES AND EMBEDMENTS. 2. THE CONTRACTOR,ARCHITECT,AND/OR OWNER ARE RESPONSIBLE FOR SUBMITTING FOR AND ATTAINING ANY i rn 4. WOOD ADHESIVE(GLUE)USED FOR WOOD TO WOOD APPLICATIONS SHALL BE"PL400 HEAVY DUTY CONSTRUCTION REQUIRED PERMITS AS WELL AS ANY FEES ASSOCIATED WITH SUCH PERMITS. STRUKTUR STUDIO, LLC IS NOT 1. ALL I.C.F.CONSTRUCTION SHALL SATISFY THE REQUIREMENTS OF THIS CODE AND THE REQUIREMENTS OF ACI 318 ADHESIVE"AND SHALL APPLIED AS A 3/8"0 CONTINUOUS BEAD. RESPONSIBLE FOR THE ATTAINMENT OF PERMITS. kil"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE WITH COMMENTARY",ACI 347R"GUIDE TO FORMWORK 5. CRACK INJECTION SYSTEM:CRACKS SHALL BE FILLED WITH THE COMBINED SYSTEM OF SIKADUR 35, HI-MOD LV WITH 3. THE CONTRACTOR AND/OR RELATED SUB-CONTRACTORS MAY MAKE A REQUEST FOR INFORMATION(RFI)IF IT IS '� r, FOR CONCRETE", 49 AND ACI 301 "STRUCTURAL CONCRETE FOR BUILDINGS". SIKADUR 31 ENCAPSULANT. ALL CRACK INJECTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE TO SIKA PERCEIVED THAT A PLAN, DETAIL, NOTE,AND/OR COMPONENT REQUIRES ADDITIONAL INFORMATION TO CONSTRUCT. i No. 0 • 2. ALL I.C.F.USED FOR THIS PROJECT SHALL BE SUPPLIED BY LOGIX INSULATED CONCRETE FORMS AND BE APPROVED SPECIFICATIONS AND SATISFY THE REQUIREMENTS OF ASTM C-881. AN RFI SHALL BE SUBMITTED THROUGH THE APPROPRIATE MANAGEMENT CHAIN-OF-COMMAND AND AUTHORITY FOR 4 `lOQ` PER International Code Council Evaluation Report No.6133. 6. STRONG TIE. REFER TO PLANS/DETAILS FOR ALL SIZES AND EMBEDMENTS. THE PROJECT ONLY. OF HO 3. REFER TO THE ARCHITECTURAL DRAWINGS(ELEVATIONS,PLANS,SECTIONS, ETC.)FOR FACE AND JOINT PROFILE 7. CHIPPED-OFF AND/OR SPALLED AREAS SHALL BE PATCHED WITH SIKATOP 123 PLUS(HAND APPLIED). 4. THE ENGINEER SHALL HAVE NO CONTROL OR CHANGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTIONS REQUIREMENTS. MEANS, METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN 4. REFER TO ARCHITECTURAL DRAWINGS(DETAILS, SPECIFICATIONS, ETC.)FOR ALL REQUIRED INSERTS FOR WINDOW J. WOOD: CONNECTION WITH THE WORK,FOR THE ACTS OR OMISSIONS BY THE CONTRACTOR,SUBCONTRACTOR,OR ANY AND DOOR JAMB ATTACHMENTS. OTHER PERSON PERFORMING ANY OTHER PORTION OF THE WORK OR THE FAILURE OF ANY OF THEM TO CARRY OUT 5. CONCRETE(GROUT)SHALL HAVE A 3/8"(MAXIMUM)AGGREGATE AND THE USE OF FLY ASH IS PERMITTED UP TO 20 1. ALL WOOD FRAMING SHALL BE CONSTRUCTED TO AND SATISFY THE REQUIREMENTS OF THE CODE. THE WORIK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS,OR INSTRUCTIONS OF THE OWNER OR OWNER'S PERCENT OF CEMENT CONTENT. 2. ALL TIMBER FRAMING SHOWN ON PLANS AND DETAILS SHALL BE COMPOSED OF THE FOLLOWING SPECIES AND AGENT. 6. REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF ASTM A615 GRADE 60 FOR#4 BARS AND LARGER(REFER TO GRADES: 5. WHEN A MATERIAL SYSTEM IS NOTED,ALL PARTS AND MATERIALS REQUIRED TO COMPLETE THE SYSTEM SHALL BE CONCRETE)AND ASTM A615 GRADE 40 FOR#3 BARS. FURNISHED AND INSTALLED PERSUANT OF THE MANUFACTURER'S INSTRUCTIONS. 7. ALL CELLS SHALL BE FILLED WITH CONCRETE. APPLICATION SPECIES/GRADE 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS IN FIELD AND NOTIFY ENGINEER IF3260 8. PROVIDE A DOWEL CAST INTERGAL WITH THE SUPPORTING FOUNDATION OF EACH VERTICAL REINFORCING BAR. ALL MISCELLANEOUS/BLOCKING DOUGLAS FIR LARCH#1 DISCREPANCY OCCURS PRIOR TO COMMENCEMENT OF RELATED WORK. WORK SHALL BE DONE IN ACCORDANCE CISUIT NORTH HAYDEN ROADS1 DE ANDORDINANCES. T R U KT U R SUITE 108 ■®� REINFORCEMENT SHALL BE VERTICALLY CENTERED IN THE WALL UNLESS NOTED OTHERWISE. WITH ALL APPLICABLE CODES 9. ALL I.C.F.SHALL BE LAID IN RUNNING BOND AND BE CONSTRUCTED TO ACT AS AN UNIFIED ELEMENT. 7. THE CONTRACTOR SHALL INSTALL OWNER SUPPLIED EQUIPMENT IN ACCORDANCE TO MANUFACTURER'S _m. SCOTTSDALE, AZ 85251 _ _ GENERAL STRUCTURAL PH. 480-425-2250 NOTES S FX. 480-425-2225 L_ /\' PIPE THROUGH CONCRETE STEM WALL LAP - REFERFOOTING - ti L STEM WALL SIMPSON HUS26-2TFTO L @ EACH END BAR SIZE BEND DIA. "D" (INSIDE OF BAR) SCHED. ON S2.00 TOP OF FTG. PIPE MAY BE \ (2) 2x6 _ #3 THRU#5 4 BAR f �1 PLACED ON O I�■ ■�N #6 THRU #8 6 BAR 0 1'-0" TOP OF FTG. o MASONRY WALL z Z (TYP.) QQ \ O M z 9 J �'-pn V •ap N lir a 12 BAR 0 FOR#6,#7,#8 / FOR PIPES IN THIS AREA a a •N N 0 0 0 LOWER FOOTING SO a ,_, a w a' �- F- 6 BAR 0 FOR#3,#4,#5 MIN. w ce X X OR 4" MIN. PIPES PASS THROUGH / �� a �/ SLEEVES 2" o z y w w ;11* STEM WALL r\\ \ \ LARGER THAN / / E, w r, �// N O.D. OF PIPES \\ \ c • o th cn D STD. 90° \ LI \/\ " \/\\ r t ? 0 6d �1R 4 DI HOOK / � \//� PIPES 3-0 OR MORE /\� o a 6 o MIN. M iN- FOOTING REINF. - \\ \ COMPACT, BACKFILL OVER o M■ 1� oo trAR0 \ REFER TO PLAN '// N PIPE TO AS \\ ' 2 2x6 ,� \/ /DETAILS r \ RECOMMENDED IN THE \� ` , \ O ' (4) 16d PER 135° HOOK N. PIPES 3'-O" OR LESS BELOW ��\�a /�� GEOTECHINICAL REPORT \\ `' OR USE STEPPED i/ DOUBLE 2x6 FOOTING PROVIDE SLEEVE& // 90° HOOK NOTE:ALL REINFORCING SHALL BE COLD BENT, U.N.O. 3"CLR. / CONCRETE AS SHOWN. FOOTING BELOW PIPE. ,,,/,\ � ``�� \ +. EQ. EQ. 9. TYPICAL OPENING IN THE ROOF STANDARD HOOKS FOR STIRRUPS ' / / / AND TIE REINFORCING \ D+1'-6" (\ I .01 N.T.S. 2 'Y"MIN. 2"Y"MIN. 1 TYPICAL PIPES AT FOUNDATIONS ASDL / / / SHEATHING - REFER TO BAR SIZE BEND DIA. "D" (INSIDE OF BAR) \/\__— S1 .01 N.T.S. G.S.N. #3 THRU#5 6 BAR 0 1 FOUNDATION o #9, #10, #11, 8 BAR O r-4 TYPICAL STEPPED FOOTING SYSTEM J rA .n4 #14 AND#18 10 BAR 0 _ 51 .01 a, N.T.S. � J °_ `� a" c Q U 3 0 CI3 .... .' :AR 0 DETAILING SAWCUT CONTROL JOINT �.Millgillig,•,-.7... ..-.7,--z.�_•. ' ) DIM. /�..O..�..�..�..�..�..� 3 a o 1 1/2" DEEP NO FURTHER CUTTING \` "C.J." PER BEYOND BOTTOM 111 �•���-��\���-��-������ CD .- �_ JOIST- REFER TO ,, L a, 3 PLAN/SCHED. 1__/1 *\\1_/�� CONCRETE PLAN VAPOR BARRIER- K OF FOUNDATION _. 3 o N a, -- 3 D SLAB-ON-GRADE REFER TO G.S.N. // o ,, -. c< gia, 92 D 12 BAR!?1 \/\/ .- ta s. �, \ FINISHED /\/ E z 5" FLOOR k. Ca ..,-- CONT. LINE OF SIMPSON 90° HOOK \/\\ c y U N �,� c .., w TB42 OR TB36 BRIDGING 4 BAR 0 IZ MRN \ COMEINEWARNINEINS ImP \ 2" OF COMPACTED SAND MAX. SLOPE """""/\/ T . ccNOTE:ALL REINFORCING SHALL BE BENT COLD- 1111 \ 3 ,- o E �°o 180° HOOK TYPICAL �� illt. 11”111 It. - o • • • • • • • • 6"OF GRAVEL PER \ " - �10 JOIST BRIDGING w4__ *•_.4.-4�� '- 1�'��4...~-�-4 ` �, \ GEOTECH. REPORT 2 / / / / / o o ,01 N.T.S. STANDARD HOOKS FOR PRIMARY REINFORCING /\/././ //.// //\/././//.//./../../..//.//.//.//\//./ / / / / / /\/ / / /i /i /i /i / - a N \ \ \ \ \ o � � 7 � g PREPARED / / \ \/\/\/\ PREPARED SUB-BASE OR © 4 72 4 Z LAP-SEE PLAN SUBGRADE /\/\/\/\/ / UNDISTURBED /2_4MAX 1/5 LAP BUT NOT TYPICAL S.O.G. AND CONTROL (CUT) JOINT • MORE THAN 6" / -, )' c\SO ,,/ N.T.s. (2 \ TYPICAL SLOPED EXCAVATIONS NEAR FOUNDATIONSWIRE TIESlAi \1 .0'y (TEMPORARY/CONSTRUCTION CONDITION ONLY) N.T.S. BOLT SIZE EMBEDMENT lel SPLICE DETAILS 1/2" 4" a 5/8" 5" W6 MIN. FOR COLUMN, 12 MIN. FOR BEAMS 3/4" 6" �, LAP / OUTSIDE CORNER BARS / LAP / CC 7/8" 6" SAME SIZE & NO.AS o 1 HORIZ. REINF. M 0 Z 1/2" MIN GROUT ALL " BAR OFFSET AROUND BOLTS IN \ Ml E 1 BAR 0 (1"MIN.) MINIMUM MASONRY CAREFULLY 'r EMBEDMENT / S S S BAR CLEARANCE CHIPPED HOLE (BOLT 0 0 `r r W 11 +1/2 t) 30ANCHOR BOLT(A.B.)- %- 7 \ 6.BENDING OF REINFORCEMENT '�- '� NO GREASE � _ o ,to, N.T.S. \ 30 OR // TYP. FACE OF 2" MIN K.J. CU o rn v MASONRY \ \ ccuu cu U O r TYP. HORIZ. RCINf \ o FLOOR SHEATHING \ c -REFER TO G.S.N./PLANc 6 \ TYPICAL BOLT (EMBEDMENT '�-- --'V-• CORNERS INTERSECTIONS a) BLOCKING/ N.T.S. 5 T BRIDGING AS / TONGUE AND .01 / ri.- TYPICAL CORNER REINFORCING & CONSTRUCTION JOINTS a , NOTED IN PLANS • STAGGEREND GROOVE EDGES - AT FOUNDATION N.T.S. 4_, a°'i c .° AND DETAILS - S1 '0�1 / 0 •a, co w o vJOINTSCONT. 1/4"0 BEAD OF \ \ GLUE OVER ALL \ \\ FRAMING -REFER TO Revision \ \ ,,,G.S.N. \` •\ c514gpEESSlpN4 ,,,,,Eis.....,0D701 4, 1. SUPPORTING i �` •� �,. po ,t0qk14.c WALL/BEAM \ \\ I _ 9 ,, 'i FLOOR JOISTS 1wo PROVIDE 1/8" I. REFER TO PLAN 9TF0 N '�o¢� GAP AT ALL EDGE AND END JOINTS / 8TYPICAL FLOOR SHEATHING FASTENER 3260 NORTH HAYDEN ROAD 1.01) .01 LAYOUT N.T.S. T R U KT U R SUITE 108 S 1 .0 1 LE, AZ 85251 SCOTTSDA TYPICAL FOUNDATION PH. 480-425-2250 S � ��„'� ' FX. 480-425-2225 DETAILS L I 0 0 x- �c co 0 IBCIBC o- . VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD REFERENCE VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD REFERENCE N Pi p, N 18. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING 1. MATERIAL VERIFICATION OF STRUCTURAL STEEL: N N - SHAL BE VERIFIED TO ENSURE COMPLIANCE: a. MANUFACTURERS' CERTIFIED MILL TEST REPORTS - X ASTM A6 OR ASTM A568 a. PROPORTIONS OF SITE-PREPARED MORTAR. X FILLET WELDS < 5/16 " - X AWS D1.1 - b. CONSTRUCTION OF MORTAR JOINTS. X ACI 530/ASCE 51 TMS 402 1704.5.1 2. SINGLE-PASScri . C. LOCATION OF REINFORCEMENT,CONNECTORS X 3. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE _ `l 2 AND ANCHORAGES. WITH APPROVED CONSTRUCTION DOCUMENTS: N M C c0 19. THE INSPECTION PROGRAM SHALL VERIFY: a. DETAILS SUCH AS BRACING AND STIFFENING. - X a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. X b. MEMBER LOCATION X b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION - X DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL X € MEMBERS, FRAMES OR OTHER CONSTRUCTION. 1704.5.1 4. MATERIAL VERIFICATION OFHIGH-STRENGTH BOLTS, NUTS r i. ACI 530/ASCE 5/TMS 402 AND WASHERS: APPLICALBLE ASTM MATERIAL 1 c. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. X a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM . { d. WELDING OF REINFORCEMENT BARS. X STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION - X SPECIFICATIONS;AISC 360, SECTION . e. PROTECTION OF MASONRY DURING COLS WEATHER X DOCUMENTS. A3.3 i (TEMPRATURE BELOW 40° F) OR HOT WEATHER b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. - X - im________„,,(TEMPRATURE ABOVE 90° F).cc Lii o `�N ►- - 20. PRIOR TO GROUTING THE FOLLOWING SHALL BE5. INSPECTION OFHIGH-STRENGTH BOLTING a. BEARING-TYPE CONNECTIONS. X AISC 360, SECTION M2.5 1704.3.3 m z VERIFIED TO ENSURE COMPLIANCE: a. GROUT SPACE IS CLEAN. X b. SLIP CRITICAL CONNECTIONS. X - b. PLACEMENT OF REINFORCEMENT AND CONNECTORS MATERIAL VERIFICATION STRUCTURAL STEEL: 2 AND PRESTRESSING TENDONS AND ANCHORAGES. X ACI 530/ASCE 5/TMS 402 1704.5.1 w a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM - X ASTM A 6 OR ASTM A 568 J c. PROPORTION OF SITE-PREPARED GROUT AND w e U J 9' GROUT FOR BONDED TENDONS. X n STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION N 1708.4 °� ) ¢ 30 92 � � o ?, -2 PRESTRESSINGDOCUMENTS. o 8 d. CONSTRUCTION OF MORTAR JOINTS. X b. MANUFACTURER'S CERTIFIED MILL TEST REPORT. - X ASTM A 6 OR ASTM A 568 3 2 21. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE 7. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: % -_ . COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT X ACI 530/ASCE 5/TMS 402 1704.5.1 N - PROVISIONS. a. IDENTIFICATION MARKINGS TO CONFORM TO AWS - _ = 3 -c 3 � o SPECIFICATION IN THE APPROVED CONSTRUCTION X ASIC 360, SECTION A3.5 0c, c ; co 22. PREPARATION OF ANY REQUIREMENT GROUT SPECIMENS, DOCUMENTS. E ` a MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. X ACI 530/ASCE 5/TMS 402 1704.5.1 b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. X - - - - ` °' C 8 d U Cl) CV O y CO ._E 23. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF G U 8. INSPECTION OF WELDING: T o y �' THE CONSTRUCTION DOCUMENTS AND THE APPROVED X ACI 530/ASCE 51 TMS 402 - - - o Cl) o 2 a. STRUCTURAL STEEL: c� �, o SUBMITTALS SHALL BE VERIFIED. 1. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X - c o ' 24. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATEX _ 2. MULTIPLE FILLET WELDS. X AWS D1.1 1704.3.1 v) •o o TO ACHIEVE THE DESIGN BEARING CAPACITY. 3. SINGLE-PASS FILLET WELDS > 5/16" X - �>+ ._ Q 25. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH 4. SINGLE-PASS FILLET WELDS < 5/16" - X v sii o a� tea = AND HAVE REACHED PROPER MATERIAL. X 5. FLOOR AND ROOF DECK WELDS. - X AWS D1.3 - 0 Z z 26. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED X - - 9. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE X = FILL MATERIALS. WITH APPROVED CONSTRUCTION DOCUMENTS: ~ 27. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT a. DETAILS SUCH AS BRACING AND STIFFENING. - X - 1704.3.2 W THICKNESSES DURING PLACEMENT AND COMPACTION X - - b. MEMBER LOCATIONS. - X CD C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. - X OF CONTROLLED FILL. ill 28. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE 10. INSPECTION OF REINFORCING STEEL, INCLUDING _ 0 SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED X - - X ACI 318: 3.5, 7.1-7.7 1913.4 I PROPERLY. PRESTRESSING TENDONS,AND PLACEMENT. la ' 29. WOOD CONSTRUCTION: 11. INSPECTION OF REINFORCING STEELWELDING IN - AWS D1.4 CI_ o a. VERIFY NAILING. X - - ACCORDANCE TABLE 1704.3, ITEM 5b. X H O NIA - - ACI 318:3.5.2 b. VERIFY GENERAL MEMBER SIZE. X 12. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO w c. VERIFY BOLTS AND SCREW LOCATIONS. X - - AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE X - - 1911.5 0 5 ' 30. ADHERED VENEER: _ - LOADS HAVE BEEN INCREASED. ..1 L a a. VERIFY ADHESIVE STRENGTH. X 1904.2.2, J ccs - re o w 13. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: CH.4, 5.2-5.4 o ww F- 1913.2, 1913.3 O W w b. VERIFY TIES. X Li, cc iU o 31. EPDXY INSERTS: 14. AT TIME FRESH CONCRETE IS SAMPLED TO FABRICATE o Z 5 > ' Z ASTMC172 ~ �. a. VERIFY CLEAN HOLES AT CORRECT DEPTH. X o SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND o C-) X - ASTM C31 1913.10 w b. VERIFY CORRECT APPLICATION. X - - AIR CONTENT TESTS,AND DETERMINE THE TEMPRATURE OF W ACI 318: 5.6, 5.8 THE CONCRETE. 15. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT X - ACI 318: 5.9, 5.10 1913.6, FOR PROPER APPLICATION TECHNIQUES. 1913.7, 1913.8 16. INSPECTION FOR MAINTENANCE OF SPECIFIED N co a -o 1704.1 GENERAL. WHERE APPLICATION IS MADE FOR CONSTRUCTION AS DESCRIBED IN THIS SECTION, THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CURING TEMPERATURE AND TECHNIQUES. - X ACI 318: 5.11-5.13 1913.9o = CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED N N UNDER SECTION 1704.THE SPECIAL INSPECTOR SHALL BE QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR 17. INSPECT FORMWORK FOR SHAPE, LOCATION AND X ACI 318: 6.1.1 0 INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. 0 SECTION 109. NOTICE : IN ACCORDANCE TO THE CODE CONTINUED NEXT COLUMN a 106.3.4.1 GENERAL. cY) WHEN IT IS REQUIRED THAT DOCUMENTS BE PREPARED BY A REGISTERED DESIGN PROFESSIONAL, THE BUILDING OFFICIAL SHALL .o BE AUTHORIZED TO REQUIRE THE OWNER TO ENGAGE AND DESIGNATE ON THE BUILDING PERMIT APPLICATION A REGISTEREDC- Jo id L T DESIGN PROFESSIONAL WHO SHALL ACT AS THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. IF THE o c Y Cco IRCUMSTANCES REQUIRE, THE OWNER SHALL DESIGNATE A SUBSTITUTE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE o Q, wCHARGE WHO SHALL PERFORM THE DUTIES REQUIRED OF THE ORIGINAL REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE a. w t.. U CHARGE. THE BUILDING OFFICIAL SHALL BE NOTIFIED IN WRITING BY THE OWNER IF THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE IS CHANGED OR IS UNABLE TO CONTINUE TO PERFORM THE DUTIES.THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE Revision BUILDING. 1704.1.2 REPORT REQUIREMENT. �a Q40fESS 04,,4 SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS .�� JEoDo�; . , TO THE BUILDING OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL prn INDICATE THAT WORK INSPECTED WAS DONE IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES '.` ,`► ) SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT �0 "R CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED N0. 04a*�'� �. Is DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK.A FINAL REPORT 9rEOF NOS DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK. 11704.1 .1 STATEMENT OF SPECIAL INSPECTIONS 3260 NORTH HAYDEN ROAD S 1 .102 5, TRUISTUR SUITE 108 S1 .02 ;d. SCOTTSDALE, AZ 85251 STATEMENT OF PH. 480-425-2250 SPECIAL INSPECTIONS ,� FX. 480-425-2225 L T • 0 0 GENERAL FOUNDATION PLAN NOTES AND LEGEND X 0 L T.O.C. i#'-#" TOP OF CONCRETE ELEVATION o 0 N Lc, _N r -S DENOTES STEPPED FOOTING-REFER TO 4/S1.01 N c., N Q7 O G GD 1. REFER TO SHEETS S1.00 FOR THE GENERAL STRUCTURAL `" co -6 M NOTES,ABBREVIATIONS,AND INFORMATION FOR ALL iv' MATERIALS. 1= R, 2. REFER TO SHEET S1.02 FOR TYPICAL FOUNDATION ti o V> DETAILS. 3. REFER TO SHEETS S2.01 FOR SPECIFIC FOUNDATION DETAILS. 4. VERIFY ALL DIMENSIONS,SECTIONS,AND DETAILS WITH ARCHITECTURAL DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR SLABS, SLOPES, RAISES,AND RECESSES NOT INDICATED ON THESE 1 PLANS. 6. COORDINATE ALL INSERTS AND/OR ALL OPENINGS IN FOUNDATIONS AND SLABS WITH ADJACENT MECHANICAL AND PLUMBING DRAWINGS.THE CONTRACTOR SHALL ALSO COORDINATE WITH ALL TRADES. 7. CONTRACTOR TO ADD COURSING AS NECESSARY TO SATISFY A S L FOUNDATION REQUIREMENTS I- - - - 8. REFER TO ARCH. FOR WATER PROOFING AND FLASHING. i k , ' , 1 i „ 1 , Ii I „ -,ix',." , I II J ) I ) i I _ _ U o ° I I I J .3 2'-0"x10" THK. FTG. "- CD 0 a W/ (3) #4 CONT. - TYP. '� X I - I CD CD � CD E, CD -_".- 1 _ T.O.F. - = Cr)_ C1.1 O Q o 94'-4" U If, o O U T.O.F. 2 _� I I _ I NOTE: ALL ICF WALLS ARE - o " " " n r h a 3 ccs - - = 95-4 96-4 97-4 11 3/4 THICK - TYPICAL N o -1A- C v = a, Mt - I I I • _ el\_ T.O.F. CONCRETE LAP SPLICE SCHEDULEo - I I - L (n (n V) - I - - 11 a s N O -,= I SCRUM S.O.G. ON =-, ; T T • T- ; ° I _ ° _ I 97 4 ,-- =o c o C.) i , .,. , °� , i i i y , � , 1 , , , , i i , r , 4 , i S , i i , i i i ,i „ , k s , s i , . ,- CONCRETE fc(PSI) r o N a, sv, _ COMPACTED EARTH - �. d I I - CD " rt t r ,_r , r i i`, t , I BAR SIZE _ '� z _ _ _ _ _ 2'-0"x10" THK. FTG. c� - _ - I -15 1 1 1- cf) 1 U) (n (n W/ (3) #4 CONT. - TYP.-- I r 2500 _ I T.O.F. 94'-4" #3 _ 18" -� � _ R, o -1 °_ 2_ o m cd =.. 7,,, ..--- .. -,..,- Q . .. . -= 9 I -_ _..-: ,a _ #4 24" O o 0 a c T.O.F. I ' I . _ S2.01 I -4,- _ - I #5 30" U L z 94'-4" I _ I #6 36" Q .2 g .2 o _ O ° T.O.F. 93'-4" I - S1--,-•r- S 03 S �- S/ I -_N , _ T.O.F. -� Cr T.O.S. - . 1/ NOTES: 93'-4" �S- I 1- a 95'-0" I - ,S I . - S -° ti-1 S u- O S I- S T.O.F. 92-4" 1. VALUES APPLY TO ALL BARS WITH MIN.CONCRETE T.O.F. ' - - .- I COVER OF 2d AND MIN.CENTER-TO-CENTER SPACING OF 4d. 92'-4" I° �- I = v I -. r I - ,� I• 2. FOR BARS WITH COVER BETWEEN d AND 2d, MULTIPLY W SH_" --IS I- O SH. . ,=-1S T.O.F. 91 -4 I (.� T.O.F. �°-_ - I p coo 1 I _ ; _ I -. - I VALUES BY 1.4. 91'-4" S _:'`�5 52.01 S - °�-I S 5" THICK CONC. SLAB W/#3 @ 16" O.C. I °- 3. FOR BARS WITH CENTER-TO-CENTER SPACING III CI T.O.F. �- - I N N -- I EA. WAY CENTERED IN SLAB OVER I �� I BETWEEN 3d AND 4d, MULTIPLY VALUES BY 1.4. ,� I°-' _ l = �` 10 MIL. VAPOR BARRIER ON 4" OF 4. FOR BARS WITH NOT MEETING ABOVE REQUIREMENTS, iii 90-4 1-, 77- i+ - _ I MULTIPLY BY 2.0. Ili L__ _ - - - COMPACTED A.B.C. ON PREPARED I =" - I J ° SUBGRADE I " _ 2.01 �- - - I T.O.F. I = I IE J - o T.O.F. _ .= I� I I 90-4 COMPACTED °_ I 2 LAP SPLICE ,J N Z 91'-4" I T.O.F. EARTH I _° -00 1 = 1'-0" Lli n T.O.F. AlX - - �� 92-4 - �.--- ' I 91'-4" 92'-4" 93'-4" 94'-4" 95'-4" 96'-4" 97'-4" -`-,(.I..I �, 17---1,\ � J.�- I 4 b co f�. - ° �2.01� �1C.J. / I ,- 1 I - . -; A __, _____ _____L _ _L_ 14_4___,J__4___L_ Li \ il____ ,_ _ 1_ I _ _ S2.01 ir _., _ ii a, a) u) u) a, a) a) -..., I, , T.O.S. I T T 11 ; Ur; I 91'-1" I L`' a °: - n� .. I I J`.• T.O.F. S2.01 ' 1 1 I I - 1_ 1 1 1 1 1 1 1 - ° I, I T.O.F. CLI CO - i i + - J --1 / 97 4 fi V- O 4-3 T 1 ,I s ‘-- ._ 4•• _L I ° °. .' CU CV - r rti ;ti r tit3 al 0' 8" le.. -. ....-- - -\ _As. \ 0 (n (n iv ~ T.O.F. I m 90'-4" 2, 8 4-2S2.010 2.01ED __2_..0:y �~. p o ii 0 . 1141tly.66a I i 1FOUNDATION PLAN Revision 52.00 1/4" = 1'-0" r Q�tiFESSlpNq h,,,, „so / R. a '_ _: r,-P ' Ar 4.0. a9e"A 3260 NORTH HAYDEN ROAD : § ; T R U KT U R SUITE 108 2.00 rn.............. SCOTTSDALE,AZ 85251 t. FOUNDATION PLAN 5w030PH. 480-425-2250 FX. 480-425-2225 L #3Zx24" @ 24"O.C. ® FINISH - REFER TO ARCH'L CONT. 4x8 PL.W/3/4"O FLOOR SHEATHING - A.B., CS. @ 32"O.C. COLUMN -REFER TO - REFER TO PLAN/G.S.N. I.C.F.WALL-REFER + ' + + + + + ' +�+ ' •+ • + •' •+ • + °� PLAN 1/4 � 1 TO PLAN 1718" /: S.O.G. - REFER +++++++++++++++++++++++ t + ttt + + t 09 TO PLAN (2)#4 CONT. BASE PLATE- REFER 52.02 • ' TO PLANS ABOVE (2)#4 CONT. I I #4V @ 12"O.C. t+ + +++#4H @ 16"O.C.++++ ++++++++4 + + + + + + + • • S.O.G. - REFER TO L.G.S. WALLS WHERE +t+t+t+i WATER PROOF}+++ s M • ' I FINISH GRADE- REFER [ PLAN I I I OCCURS- REFER TO PLAN LAP SPLICE-REFERf-++++++ + + + + + �, ��� ire _ I f STIFFENER TO ARCH ,,/ + + MEMBRANE- + TO SCHED. BACKFILL PEA ASREQ'DI i . + + + + + + + + + + j Ift i 11- T-7: , SHEATHING- REFER GRAVEL-REFER TO �' ,) TO G.S.N. (2)#4 CONT. + + + + + + + + + + ARCH./CIVIL - Hi II HAI /• I I �� + + + + + + + Nom_ • • / +t ' +.` fid! +++ 'y" ++ ++++ n! A.B.C. I ILII, II / #-L,04'/..•.• 2 #4 CONT. IN 17/8 + + X4'0 + + + + 71100 II r : • 5f_ _ _ _ _ _A _A ( ) I III S.O.G. -REFER N ./ PoJOIST- REFER i �j�- "�, + + + + + + + + MCC) �,COMPACTED I Vil- f-- SOLID GROUT TOP PLAN r „ N -I I Ii' - •SOGREFER WATERSTOP SMPSON HANGER- 00#4V@12"OC. It; TOP PLAN _ S1.01 + - I.C.F. ALL �,..-,......,1.."4.: + + ++++++▪+ + + + REFER TO PLAN I.C.F. STEM • ' + + + I.C.F. STEM WALL- F.G. - REFER TO / REFER TO PLAN ��'�' �' '�' '�' kkkll ARCH. - 04 #4 Z REINF. 24"O.C. / - �+.�lO�;▪ + + + + REFER TO PLAN I @ .;_'.1_.;_.1_.k .•• F.G. - REFER ,� ` +++++ 4" PERFORATED G.S.N. ® � �����:.�.. •' •' TO CIVIL A.B.C. t + DRAIN PIPE-REFER IIIA .1-I I, IIS —II H.2-0": - �p - EXTEND& • • • TO ARCH/CIVIL® IIT —• :' •- I 1 ff + ® A.B.C.. J� _ ALTERNATE :.=.�+ UL 4.4 4® / _ — � HOOK _ ,ITT, , r • --_ • Wk. w� Await wall I"11 1 7: • • \ •�a 00 BOT. OF FTG. �� j• REFER TO G.S.N.9-1 - 3 CLR. / / / REFER TO PLAN FOR 6 3" CLR. EXTEND&ALTERNATE SIZE AND REINF. vs o _J • _� SECTION VERT.DOWEL TO HOOK • o J ....... —� / "I \ SECTION MATCH WALL REINF. \ o ¢ o S2.O 1 N.T.S. -REFIER TO G.S.N. BOTTOM OF FTG. L o f / 3"CLR. - , , \ REFER TO G.S.N. S2.O / N.T.S. 3 c REFER TO PLAN °N / / 3" CLR. / °' 2 .- N FINISH -REFER 0., a CD - 9 SECTION / FOR SIZE & REINF./ r� \ / REFER TO PLAN FOR / TO ARCH'L 2 ` 3 WI -0• 3 'CB 52.01 N.T.S. rN - SIZEAND REINF. 1 c 15 c 8 SECTION jS2.02\ I I a • COLUMN -REFER �, S2e,O1 N.T.S. o o TO PLAN - OCCURS L.G.S REFER TO PLAN III I o = . E u. I _N _j JAMB BEYOND o N is o, ti o 0'-7x0'-11"x1/2" BASE PLATE SHEATHING- REFER TO I I 52 �, (2)#4 CONT. o �; 10R RSEAMTAPE APPLIEDb60016" a + U a POLYGL{ARD650LTLIQUDADHESIVE, ALL INSIDE RSEAMAND OUTSIDLIEDTO RS �_ W/ 2 x (2)#4 CONT. GUJFQRMA 5EALftIVT 4R SHl42TAC POLYGUARD 650 MASTIC #5(A706) o - o _i s50oRPRaTEDV+AME BRANS APPIJEDTOALLTOP PAN S.O.G. - REFER TO G.S.N. I I •� o TERMINATIONS. 6 S.O.G.- REFER TO Q N �, S2.01 EXTERIOR DRIVE- 5 0 c o o � POLYGUARD TERMINATION C7A) PLATE @CORNER REFER TO ARCH. 24"HORIZ.LEG F.G./S.O.G. GRADE- III PLAN S1.01 V y yBAR FASTENED @ 8"O.0 a� Qa� NMINMUM of 212" ' :: ! `1N.T.S. REFER TO ARCH t= zOVERLAPON SIDE LAPS I �t _1 t I' AND 6"ON END LAPS • Ii" `:� r `� \ /ii q:'r POLYGUARD FLOW 15 P co dam/ _= PROTECTION/DRAJNAGE BOARD pl_POLYGUARD 650 OR � . '° ?'.t (OPTIONALAS REQUIR®) QQ, P:����:��:��ien . ' �• �' �• �• �' � -il'- � '- .-5,,,_ 5- ..5._ - . . PROTECTED WALL MEMBRANE :z;e;: '1 , 3.4 . �' �' . • I I / I • • r q _iiiiii ;°t POLYGLIARD TOTAL FLOW /1 ill ° 4 • c '' . 1 - PERIMR TOTAL FL • • A.B.C. ✓, • � � 71\€':n`� �-P (OPTIONALASREQUIRED} �,� I.C.F. STEM -REFER .'.' A.B.C. :� . . POLYGUARD 653 MASTIC °'' ' ° • " ,‘"444r041.:4':: � \ TO PLAN r. I.C.F. STEM in 12 APPLIED TO ALL SEAMS ' • ." . q `• 12"FROM CORNERS q9 ' — �✓ #4H@16"O.C. �:..,...'.- 71 1 • • (2 MIN.) POLYGUARD'T"CONNECTOR - Srn"MI NI MUM FAKE FILLET OR CANT END(OPTI ONALAS REQUIRED) , !/; MADE WTH POLYGUARDLA% COLUMN -REFER J - \ TO PLAN k �- ...• :.•• SECTION © PROTECTED WALL VERTICAL WALL APPLICATION 52.011 cc?, _�_ - d3 K- C)POLYGUARD PRODUCTS,INC.2008 ___\___\ BOT. OF FTG. = (NOT TO SCALE) 0'-7x0'-11"x1/2" BASE PLATEiiii #4 Z REINF. @ 24"O.C. Itfygllard PTaduct�,Inc 7B PLATE AT WALL W/(2)#5(A706)x 16" REFER TO G.S.N. C og PO Box 756 -Ennis,1X 75119 \ �, Phone 2145155444 Fax 972-875-90pollI„,,,ducrei 11eHanxen{roVdedched•eo•.anaqfa•ka..,a.oaa, r�,�.,s02.01N.T.S. / 3" CLR. OrW =l in*imaipinndwrral t6uredunmeratdemJbro6xobeittd.Ns*radi&whits. S / REFER TO PLAN FOR Web Ste-no tpolwuardproduct�tom ,,,„ ,r<„,d ,,awon IIinauthamentasthoy vobaalvd11410,eur. / / / =aMilran•�d„APtr` WINDOW SYSTEM - SIZE AND REINF. X 3"CLR. EXTERIOR SUN DECK- REFER TO ARCH. 5- SECTION REFER TO PLAN REFER TO ARCH. (2)#4 CONT. FOR SIZE & REINF. 52.01 N.T.S. 2 SECTION NCO 0) 10 WALL SEAL S.O.G. - REFER TO N.T.S. o S2.01 N.T.S. r ir PLAN S2.O�I/ U N e • • #4@24" O.C. oIL 7..• 0 ,-• •. S.O.G. - REFER / 16" / � ", ,- TO PLAN / (1) #4 CONT. TOP ci F.G./S.O.G. GRADE- 8� BOTTOM4-3 . N REFER TO ARCH #3 @ 16"O.C. o EA. WAY F.G./S.O.G. GRADE - /N. A.B.C. J • . _ _ .n ... . #3 NOSING BAR W/4" EPDXY REFER TO ARCH ' a I.C.F. STEMco co 11. .11-1-11-1 �I 0 'ilk.4:.76.1i. .7 L, 0, , ., ❑ 15 1-111111. EMBEDMENT EA. END =11, 11 •. : ��•I�I�;I�,I�.I�1� 4-, a a, cu —L11111 • -. /...: c A.B.C. /w-1 =II1 - S.O.G. • CDCOMPACTED dP,EARTH AM8" Revision -REFER '-.. L-- STD. HOOK r#4 CONT. fio ARCH —, • #4 Z REINF. @ 24"O.C. 3 SECTION 52,01 N.T.S. X / 3" CLR. -7•.—:•.-761.—:•.-74s.-74....74), REFER TO PLAN :: :: :: :: ::, �8 / FOR SIZE &REINF./ 11 SECTION SECTION 5 .01 N.T.S. 2 52.01 N.T.S. Q4p�tisStpN� ted, . , '� .#= J =am �� " ,� 3260 NORTH HAYDIEN ROAD d T R U KT U R SUITE 108 52.01 p fid• o•ot4 41F OF NE`N I' ' SCOTTSDALE, AZ 85251 FOUNDATION DETAILS S 70040 PH. 480.425.2250 FX. 480-425-2225 I T 0 -,::::9-1:'<- FLOOR JOIST HANGER SCHEDULE GENERAL FOUNDATION PLAN NOTES AND LEGEND SIZE HANGERS x TOP FLANGE FACE MOUNT 1. REFER TO SHEETS S1.00 FOR THE GENERAL STRUCTURAL o NOTES,ABBREVIATIONS,AND INFORMATION FOR ALL a 11 7/8"TJI 230 SIMPSON LBV2.37/11.88 - MATERIALS. - 2. REFER TO SHEET S1.01 FOR TYPICAL FOUNDATION o �o DETAILS. SIMPSON LBV2.1/11.88 - 3. REFER TO SHEETS S2.01 FOR SPECIFIC FOUNDATION DETAILS. N - 4. VERIFY ALL DIMENSIONS,SECTIONS,AND DETAILS WITH -N 9 1/2"TJI 210 - - ARCHITECTURAL DRAWINGS.THE CONTRACTOR IS cu RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY co 2x10 SIMPSON JB210 - DISCREPANCIES BETWEEN ARCHITECTURAL AND L"-_ a „ cA STRUCTURAL DRAWINGS. g co 5. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR SLABS, = N co SLOPES, RAISES,AND RECESSES NOT INDICATED ON THESE v E PLANS. 6. COORDINATE ALL INSERTS AND/OR ALL OPENINGS IN FOUNDATIONS AND SLABS WITH ADJACENT MECHANICAL AND PLUMBING DRAWINGS.THE CONTRACTOR SHALL ALSO COORDINATE WITH ALL TRADES. 7. CONTRACTOR TO ADD COURSING AS NECESSARY TO SATISFY , FOUNDATION REQUIREMENTS 8. REFER TO ARCH. FOR WATER PROOFING AND FLASHING. '. S2.01 HSS5x5x3/8 S3.01 HSS5x5x3/8 SUL .-811c L r \ fl-..-7---1 . ms Lj o a -. O O J ccs UX J = 7.-ti 6 CO lib C Cr) Q1 L L7 CD O 2 �' S2.01 2.01 /2 \ o S3.01 I O HSS5x5x3/8 S2.01� HSS6x6x3/8 �t /--\ o 3/4" FLOOR SHEATHING $ 3 - REFER TO G.S.N. fHSS5xSx3I8 S2.01 o U �� _ � � � .� d U /8 J o S1.01 I I T- I-- - - - T O to m v) c ( IJ _. LAI N tea, � �E -g o I \ \ I IV i - tJ _ C. }� U _ c O 5. HSS5x5x3/8 \ II- I (' I I V I 2- L o c Q Iv 1 V ► 6 F.F. ' S2.01 0 ili;i m \ .2.0y 100'-0" a _ L' U_ 9 \ I 1- cp Loma, io T ..- - S2.0,-- - C.J. t.......... .... i S2.01 i 3 SLOPE DOWN - \ 2. 9 0 @ 1/8"/FT / 10 I- -ii -i ClW S1.01 I U U n@ MID. 4 la GARAGE S.O.G. S2.01/ 5" THICK CONC. SLAB W/#3 @ 18" O.C. AT-0'-7" Ng W C.J. EA. WAY CENTERED IN SLAB OVER C.J. CC PROVIDE (2) 2x4 BLOCKING @ 48" COMPACTED A.B.C. N PREPARED . L 7 +--------- 4----15 MIL. VAPOR BARRIER ON 4" OF ---- - - f o A O.C. W/SIMPSON SUBGRADE A Z2 EA. END \ 1 g =._ 4 ' S3.o� S3.01 I 9 0 S201 ---- r-� - T- 7 I I . ySIM r 3 \ I d 4 < u'I L -� - t 52.01 I S2.01 -. ' I 7 cu co _o -� IIII ,� o -- - - LJ L \ ll f-J 7 C1 1 - -1� S2.01 CU CU 23 T- r- 1 - 1 8� • I T T cu o C\ F.F. L S2.01 2.01 I I O 7\- HSS5x5x3/8 100'-0" 1 \ HSS5x5x3/8 6 i 2 \ 5 HSS6x6x3/8 c 3.0� \2'01 HSS5x5x3/8 82,01/ \S2.O L CL n 45 N o r_cu ..c: tekik ❑ N C : c 0 1 FOUNDATION/FLOOR FRAMING PLAN 4.1Ja w ❑ U 53,00 1/4" = 1'-O" Revision isonsslo4,4 y�4 a000R. 4 * /At, ,.... (t ,l, fith ei. r. ,,,,,k, , ' 4o. 049' .ss A. 41.e OF tietisti 3260 NORTH HAYDEN ROAD gi T R U KT U R SUITE 108 S3.00 SCOTTSDALE,AZ 85251 FLOOR FRAMING PLAN s c )( )1)( ) ` PH. 480-425-2250 FX. 480-425-2225 L . I 7 0 0 co 00 L.G.S. WALL - REFER TO PLAN ..- 5 5 (2)#6x21/2" 3x8 CONT. PRESSURE WALL SHEATHING - GALV. SCREWS @ o TREATED TOP PL W/ REFER TO 16" O.C. NN cd 5/" 0 A.B. @ 24" O.C. G.S.N./PLAN CONT. BOT. TRACK N (6" EMBED.) CONT. 3x10 PL. W/ ,,, 1 3/4" 0 A.B., CS. @ ` M FLOOR V _ SHEATHING - S3.02 V 32" O.C. c (2) #41 CONT. AT TOP REFER TO PLAN (2) #4 CONT. N � � d PROVIDE SIMPSON CS18x46" STRAP @ 48" O.C. r , i/- 41.0 XI IXI 0"-. � I $0 iINN 0 00 • . a •.• I/1 't 1 ' ....••• ... • . :A. lir . Dig D9 + ii $0.rA_ I.C.F. REINF. - ,_. 0111F.!:. 1 JOIST - REFER /1Z1 FINISH GRADE - . . TO PLAN REFER TO0: : : LZJ ASU REFER TO ARCH. 1/S2.01 NM TAPERED ICF - •.'� I—� .T rl TfT�� =1 TOP FORM I.C.F. WALL JOIST - REFER�,;, :.TTf tf� 1TTii REFER TO PLAN / ' TO PLAN G.S.N. �. U d • J U 2x4 BLKG. 14,,, #4 VERT. 24" O.C. _ • II @ 48" O.C. W/ WATERPROOF ® @ FINISH GRADE SIMPSON Z2 EA. END - = N REFER TO ARCH. ''' ¢ 3 MEMBRANE - �,� PLACE AT FIRST (2) BAYS _ REFER TO ARCH. tiii '` 3 = o I.C.F. WALL - =11... ..T_ _ �I-� IIV��—��— Amit ,.—.. CI CD a REFER TO PLAN / „� k MN G.S.N. - - — — 3 41114 \ n 3 ccs co cn o v -t3is .c WATERPROOF E 5 G CCS ° N 8- 3) 3 MEMBRANE - \ z " SECTION o y REFER TO ARCH. o S3.01 N.T.S. T . �, o § o z o .0 C O L.G.S. WALL - •" N T REFER TO 1/S1.20 cm s a, - - WALL SHEATHING •L _ `" o, o � - REFER TO (2) #6 x 2 1/2" GALV. SECTION '' " Q o g -B . G.S.N./FLAN SCREWS @ 16" O.C. V a 2 (1.- .0�I/ N.T.S. y = Nva CONT. BOT. TRACK 4 � 4zP CONT. 3x10 PL. W/ 3/4" L.G.S. WALL - S31.02 b 0 A.B., CS. @ 32" O.C. REFER TO 1/S1.20 WALL SHEATHING R TO 2 #6 x 2 1/2" GALV. /- SIMPSON LSTA21 @ 48" O.C. G.S.N./PLAN SCREWS @ 16" O.C. V 1 (2) #4 CONT. CONT. BOT. TRACK la 1 CONT. 3x10 PL. W/3/4" S3.02 O A.B., CS. @ 32" O.C. ili Q IC RI SIMPSON LSTA21 @ 48" O.C. O :. STIFFENER (2) #4 CONT. ..1 o r/ N AS REQ'D J Z ] 1 � i - •5 _ o M I.C.F. WALL - g �.-I O r W REFER TO PLAN / :A - — G.S.N. \ JOIST REFER �..r. . . TO PLAN •: • : �� � STIFFENER 1 SIMPSON MIT3514 -. AS REQ'D \\ HANGER •• 7• - ] N CO co a I.C.F. REINF. - I.C.F. WALL - o 0 REFER TO N N 1/S2.01 REFER TO PLAN / % - +, N._ G.S.N. JOIST REFER o TO PLAN o S SIMPSON MIT3514 ci 4 SECTION : : HANGER 4-3 FINISH GRADE - U S3.01 N.T.S. REFER TO ARCH. I.C.F. REINF. - o REFER TO .. a .. 5' :\ 1/S2.01 m a ami u i��u II • I�u�u a—.■ .. 2 3 v I_l1 I. .Ih�C�iil=.7�=7f. o �, co cl) a w O U tilliM w r , ., Revision WATERPROOF og _, MEMBRANEkktp -- . - REFER TO ARCH. LS4\11 .. ,N I2SECTION /;3';) N.T.S. 4, v•es)D;;14, .,,,,.. ii,:iiet,,,,„, .*1 A ';:, , ,, rft =i ,ti-ikfir , ,,A dfro. D49546 44'OF NEW y0 3260 NORTH HAYDEN ROAD , -g T R U KT U R SUITE 108 53.01 SCOTTSDALE, AZ 85251 FRAMING DETAILS Ls lottij 0 40 PH. 480-425-2250 FX. 480-425-2225 I v O O .n 00 p _ 600S162-33 @ ROOF SHEATHING x S3� 9, 10 24"O.C. o STEEL SUPER STRUCTURE 600T250-43 ,,I S3.01 FRAMING - REFER TO PLAN N O M cCo SLOTTED I REFER TO i DEFLECTION -- y _T� • ARCH 4 0 �_� ,r ; ; K L N ARCH M M , Ilb L.G.S.WALL FRAMING EACH r a SIDE w/#10 SCREWS @ 16"O.C. COLUMN -REFER OR LVL @ 16"O.C. 01 -owl/ TO PLAN r9 / 4\ DEFLECTION TRACK ASSEMBLY COLUMN CONN. - � METALSTIDTOC Ilik abi3.02 N.T.S. 3.02 DOUBLE DEFLECTION TRACK N.T.S. S3.02 S3.02 4 iS ' L 06.0. 2 #8 MIN. CLIP TRACK FLANGE AT S3.02 �� A. LAP JOINT .� �' FLOOR SHEATHING - — 4.4* REFER TO PLAN �/r�,,s TRACK 600T150-43� CONT. 5/8" GAP `�y� _o U TRACK WI(2)# 8 INTO • _En N O -J CO JkE:3, SLIP TRACK @116"O.C. 0 REFER TO NI 1° lt F Q 3 0 L. U o a o PLAN LEs ' ,T, _o CD voi o - • o - STUD --- , moo = �►CI 5 TYPICAL SLIP TRACK WALL SHEATHING- _ �I N.T.S. REFER TO G.S.N. c S3.02 1" 1 E, TYPICAL WALL ELEVATION E `� N � o NID S3.02/ i � _N.T.S. r_4110110 (4)#8 SCREWS o E c'SHEATHING- • o R, O J REFER TO ARCH. 4"STUB vO o cu 600T162-33 STUD @ -� _ o N TOP TRACK �� L � _- y •400110,11/024 O.C. x fl. N .G _ = Q �\ k 0 � o V_ oo STUD /. + $ v 10� y N HEADER + � 600T150-33 x 6"STUD @ � � � Z TYPICAL WALL FRAMING @ CORNERS TRACKS N.T.S. + S3.0y 1" LAP + �. DOUBLE JAMB la TYPICAL TRACK SPLICE ikiwi 600T150-33 x 6"STUD v S3.02 N.T.S. Ii 4"STUB 111,1 600T125-27 Ou SILL 1� 11H 11 0 1/8 2-12 INFILL STUD O_ mill a 600T150-33600T150-33 TRIMMER /) 1 (2) LVF @ JAMB- W ii/4°,10111 '4. 14 1: MN STUD { FEN. .i ® T L S2.01 S2.01 600T150-27 TRACK (JOINT) DOUBLE STUD-REFER TO #8 SCREWS @ II 41 i 1 /2 ELEVATION 16" O.C. TYPICAL WINDOW CONTINUOUS TRACK S3.O2 N.T.S. CV CD 11 1111 o SECTION CLIP FLANGES AT EA. STUD (2)#8 N N S3.02 N.T.S. t y SCREW ATTACHMENT O o 600S162-33 @ I i 4"STUB a 17 TYPICAL BACKING CLIPPED TRACK 16" O.C. S3.02 N.T.S. ( I� cp TRACKS .IHEADER ' MATCHING TRACK PIECE a ❑ c Y o •'m co r JOIST II, a w ❑ t.) 4I JAMB • SCREW "414‘‘ #8 SCREW12"O.C. ATTACHMENT CLIPPED END W/#8 °� @ 2" O.C. (2)#8 @ 16"O.C. (TRACK TO STUD) RevisionIIIII (MIN. 2) (STUD TO STUD 0110//' , 41 I0 .m%1 (2) LVF @ JAMB- JOISTREFER TO G.S.N. 600T150-33 TRACK of ESSIpNq i o wpoR: , • TRACK 3 TYPICAL DOOR _�`' / ,,, STUD (ALIGNED 4f t Ayr; WITH JOIST N.T.S. S3.0�,f+ `4 - ABOVE 1 j 8 ) \ t Na TYPICAL JOIST FRAMING (WHERE OCCURS) ,� I' "9� OF NESS S3.O2 N.T.S. 3260- @ �'R U KT U R SUITE ORTH f 08 HAYDEN ROAD 3.02 SCOTTSDALE, AZ 85251 WALL FRAMING PH. 480.425.2250 S ' � � [�' DETAILS F'X. 480-425-2225 L_ -4- c=. 0 co co cM GENERAL ROOF PLAN NOTES AND LEGEND m a 1. REFER TO SHEET S1.00 FOR THE GENERAL STRUCTURAL NOTES,ABBREVIATIONS,AND INFORMATION FOR ALL MATERIALS. N 2. REFER TO SHEETS S3.02 FOR TYPICAL WALL AND FRAMING •= v DETAILS. N N 3. REFER TO SHEETS S4.01 FOR SPECIFIC WALL AND ROOF `1 FRAMING DETAILS. ` 4. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS, SECTIONS,AND co I DETAILS WITH ARCHITECTURAL DRAWINGS. THE CONTRACTOR IS "' -= - RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY g M N DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL ; o "' DRAWINGS. T a 5. COORDINATE ALL INSERTS AND/OR ALL OPENINGS IN THE ROOF DIAPHRAGM WITH ADJACENT MECHANICAL AND PLUMBING DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES. 6. DO NOT ATTACH ANY EQUIPMENT OR SUSPENSIONS FROM THE I }' ROOF DECK. 7. REFER TO ARCH. FOR WATER PROOFING AND FLASHING. i "^ • ASI ,' 3 S4.01 W 12X22 U g 47,- a, J PROVIDE 2x4 FLATo . 4.01 BLOCKING 48" O.C. CD J � . NI22 CD / @ iv v ¢ 0 FOR EXTENTS SHOWN PROVIDE 2x4 FLAT 5 ,a BLOCKING @ 48" O.C. ' N FOR EXTENTS SHOWN �' _�• �' X o � 1 / r .a IA.HSS8x6x5/16 W 226 REFERTOARCH. FOR SLOPE ' 9- . o \4.01 I 1 o � o ¢ 5/8" ROOF SHEATHING7- 1 +1 S4.0/ ! IU Ua- REFERTO G.S.N. / F Q c9E C o N S4.01 co") N a 5/8" THICK ROOF ~ l SHEATHING�' 9 1/2" TJI210 @24" O.C. - REFER TO G.S.N. I5� 17=g- _ , / rr-r-. \ S4.0: � � � � 9 iiii 19,91 /)7 S Li wN d= IVln Vao- T.O.S. /�7 i 110'-6" �' ;1- i4.0', 111cDW12x26N CC 0 co CNJ M cco X \S4.C' /8� �-� o CV �' 8 Co j ...4.0'y 4.01 _ - o T.O.S. CC ►= y (77 110'-2" 0 c4 w T.O.S. 110'-2" 11 7/8" TJ 1210 @ 24" O.C. t:) � 1 r S4.01 id 1 9� 1 \ I S2.01 O Es:4.0y ..,__ i al.... N rn NI \.1 6 v , I I Ci 4-3 a- • C -� W12x22 5 W12x22 1 5.. W12x22 -41 a �4 ' / o 3 4.01/ 5/8" THICK ROOF 4.01/ / 4 0- .4.0� 4.01 / SHEATHING �10 / 3 4.0') OPP. - REFER TO G.S.N. 4.01 CD C S4.0� ❑ o a' L 10 \ a w ❑ U I S1.o1 /@ 5-0 �� 1 rl ROOF FRAMING PLAN Revision ey 4' , 'If itAf r 0. 049 94 .7z1..zfrit,,z,ft: NE`s y04 I � umPollowommow 3260 NORTH HAYDEN ROAD T R U KT U R SUITE 108 S4.00 . .. - . SCOTTSDAL-E,AZ 85251 ROOF FRAMING CJ' ?ID 0'f� t PH. 480-425-2250 , FX. 480-425-2225 i I F 7 1 BEAM - REFER c. TO PLAN I CONT. L2x2x0.054" W/#8 600S137-33 @ 24" @ 8" O.C. INTO x = j © TRACK W/6GA. x m.o ch \ O.C. W/ 600T150-33 TOP 1" @ 6" O.C. INTO 1 SHEATHING - —p, \ TMP' TO PLAN & BOT. - PONY JOIST N�— SIMPSON LSTA24 SHEATHING - 5/16 > WALL PARAPET a' N @ 40" O.C. REFER TO PLANI �� yI I//REFER 7WLLO3 ;/ThX(BEAM REFER TO O SHEATHING - Po- ARCH. I 0 I / REFER TO PLAN - . / 1/8" CAP PL. \ ti N vc; _� 1/4 r I ,Of I 9 3/16� 2 LVF 8" O.C. ' Z\__ T E Q c ) @ JOIST - REFER i=I= BEAM - REFER fi I12 '\ TO PLAN I I ROOF DECK - TO PLAN NOT SHOWN F C-3) JOIST - REFERBEAM TO BEAM CONNEC�"IONSIMPSON HANGER - 2 I OR I IN.T.S. ICLARITY TO PLAN 4.O1 REFER TO PLAN S4.01 BEAM REFER SHEATHING -� I I SIMPSON HANGER- ( 2 I ^ I REFER TO G.S.N. TO PLAN �/`� I I REFER TO PLAN S3.01 ASUL gD 41 _____ s2.o2SECTION SECTION SECTION 54. N.T.S. 54.0'1 N.T.S. 54.01 N.T.S. BEAM - REFER - TO PLAN - © ° rg _ E °'c U Q 3 0 JOISTREFER TO PLAN SHEATHING - TOP OF COL. TO MATCH o = L � TOIPOFPARAPET HEIGHT 1/8" CAP PL. 4- '8 � oS N JOIST - REFER REFER TO PLAN TO PLAN ® SHEATHING - 3/64 ,1 1/2 TMP' STEEL FABRICATOR AND L REFER TO PLAN CARPENTER TO COORDINATE a .3 ta o y TAs I; 'X TOP o & 7 EXACT HANGER SIZE AND a- `A I 3/64 3 BOT 5/16 (1x2x3/16x0-8 (BEAMDLOCATION z '��� CCV' (D y U a- U ftl% , i 75 T o y m go c 'kV!WIMIMIM"i'l •N >_. JOIST - REFER 13/16 N •o o2. PROVIDE (4) 6GA. x 2oSCREWS @ 2" O.C. TO PLANI � ' 111 ,,IF, v� �' o il jr SIMPSON HANGER - .Ly c =12S12543 12 c 2 ce 48" O.C. FLOOR/ S4.01 REFER TO PLAN S3.01 I U 2 64" O.C. @ ROOF BEAM - REFER BEAM AT OPPOSITE y = y o BEAM - REFER TO PLAN I SIDE OF COLUMN TO PLAN / I HANGER - 13 STRAP DETAIL COLUMN - ROOF DECK - REFER TO PLAN JOIST - REFER REFER TO PLAN NOT SHOWN FOR TO PLAN S4.01 N.T.S. ( 9SECTION 4N.T.S. CLARITY ig � 5 SECTION 2 N.T.S. HANGER ON BEAM 54.011 La 5 Ci9 - S4.01 N.T.S. DS4.01 TOP OF COL. 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TO PLAN SECTION REFER TO G.S.N. a S4.011 N.T.S. � � L F- 1 ❑ c it w T o S3.02 ° c s o_ w ❑ U B B , ROOF DECK - a K , NOT SHOWN FOR —_— gi CLARITY PROVIDE Revision Q�oF USW/4 ir MIN. 1" COPE yam . \ i ....._ ,/ ? rji \ \ _-BEAM SIZE T B K''' 2" ( NOT LESS THAN kik!if W6 - W10 3/16 3/16t! �: BEAM WIDTH) _,,,A3 4'o. 04964 4- „ 3" ( NOT LESS THAN 3/16/ SECTION -rear N '&o W12 - W18 1/4 BEAM WIDTH) 1/4 54.01 N.T.S. BEAM - REFER TO PLAN 11 TYPICAL WEB STIFFENER L3x3x1/4 54.01 N.T.S. 3260 NORTH HAYDEN ROAD 7 SECTION T R U KT U R SUITE 'I08 S4.O1 N.T.S. SCOTTSDALE, AZ 85251 54.01 � ' FRAMING DETAILS s ?mottoPH. 480-42s-22so L FX. 480-425-2225 1