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Home My WebLink About41585-Z 0 dFFOIIr00 Town of Southold 5/15/2019 P.O.Box 1179 co a 53095 Main Rd �% Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40388 Date: 5/15/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3960 Wells Rd,Peconic SCTM#: 473889 Sec/Block/Lot: 86.4-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/17/2017 pursuant to which Building Permit No. 41585 dated 5/1/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, front and rear wood decks, second floor deck, and attached two car garage with rooftop deck and outdoor staircase as applied for. The certificate is issued to Lighthouse Assets LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0014 3/27/2019 ELECTRICAL CERTIFICATE NO. 41585 11/6/17 & 3/15/19 PLUMBERS CERTIFICATION DATED 1/24/2019 N an ftftTbing&Hfiating 000 ignature �saFFoc,r, TOWN OF SOUTHOLD cOGy BUILDING DEPARTMENT Co. = , 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#: 41585 Date: 5/1/2017 Permission is hereby granted to: Skwara, Joyce 3720 Wells Rd Peconic, NY 11958 To: construct a new single family dwelling as applied for per SCHD approval At premises located at: 3960 Wells Rd, Peconic SCTM # 473889 Sec/Block/Lot# 86.-1-14.1 Pursuant to application dated 4/17/2017 and approved by the Building Inspector. To expire on 10/31/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,602.40 W DWE -NELLING $50.00 $2,652.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. ?_. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains Iess 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 Iines,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-S.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Q � Location of Property: -3 ✓ ® k/6-44,5 ZED,�i� C- Hous Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lots Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: �/ (check one) Fee Submitted:$ , f Applicant Sign re OF SO!/T�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richert(ED-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Skwara ( Mizrahi) Address: 3960 Wells Road city,Peconic st: New York zip: 11958 Building Permit#: 41585 Section: 86 Block: 1 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Buchanan Electric License No: 52350-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 4-20A Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200A, Overhead "Construction Service" Notes: Inspector Signature: Date: November 6, 2017 0-Cert Electrical Compliance FormAs Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 y® Southold,NY 11971-0959 roger.richerte-town.southold.ny.us c®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Skwara (Lighthouse Assets LLC) Address: 3960 Wells Rd City: Peconic St: New York Zip: 11958 Budding Permit#. 41585 Section- $6 Block. 1 Lot, 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric License No: 5220-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 50 Ceding Fixtures 8 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 17 Wall Fixtures 13 Smoke Detectors 3 Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures 79 CO Detectors Sub Panel A/C Blower 3 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 66 Twist Lock Exit Fixtures TVSS Other Equipment. 3-combination smoke / co detectors, 4-bath fans, 40-ARC fault circuit breakers, 1-combination GFCI/ARC fault circuit breaker, 1-range hood Notes, Inspector Signature: Date: March 15 2019 81-Cert Electrical Compliance Form As SQ�T�oI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959nD •' BUILDING DEPARTMENT TOWN OF SOUTHOLD MAR 5 2019 T. ID CERTIFICATION Date: i Building Permit No. �83- Owner: g1 �6/C 177 1 9A A A (Please print) Plumber: f4T/2�G�� /_lr/ �'�/ /4-�� -�Gr/ �/ ��v�2,�'J/ N, .v�'� z�rlr►� (Please print) � I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of SCI UI"1 CA 20_( MARIE E MA LEY ® Noe PUBLIC,STATE OF NEW YORK Registration No.01MA6367270 Cluualified in Suffolk County Commission Expires November 13,2021 Notary Public, SU ounty i �0 yp h� �O cou N O m,� TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: vn i D ® V v vrJ �s r DATE INSPECTOR 1 Aklaf sour TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] POUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL D (ROUGH [ ] ELECTRICAL (F AL) REMARKS: jrj4 A) (S DATE y INSPECTOR �o��OF SOOTyolo o60000, N �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE RICAL (FINAL) REMARKS: DATE 0 INSPECTOR ,X0 FSOU � Tyo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPIN FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r REMARKS: P&I lbffi DATE �� ✓ � INSPECTOR SO4Ulyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: d%441g,��J' DATE L! 1 INSPECTORS( ( OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rt4(,,fL- a CC DATE '�� / INSPECTOR b`�` y o i ply 0 o,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC p ON [ ] FOUNDATION 1ST ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC L (ROUGH) [ ] ELECTRICA (FINAL) 7MARKS: w � 1CLYAffe/ ►r�-� vJ Q DATE c�j' l g INSPECTOR OE SOUTyO6 * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] FPVCTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: o _ wl sqs DATE INSPECTOR p 1f i SU lo� 111,11111111111111111113 A M,; MiRrAw'"trat M Mix, Yi, IM 11]MM L MWI �� y t I I � FSO UTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. oourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [Vf FINAL W0 14'-e— [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ® dor DATE -SA G INSPECTOR VtOt,--Q4&eA) Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 Supplement to the NYSECCC(Revised August 2016) Address of Test: 3960 Wells Road, Peconic Test Date: 11/15/2018 Building Permit#: Compliance Pathway: Prescriptive Testing completed by: David Maschke RESNET Rater ID#: 2430490 Integrity Home Energy Assessments NATE ID#: 8008195 68 North Paquatuck Avenue ICC ID#: 8261207 East Moriches, NY 11940 BPI ID#: 5005793 (631) 325-4006 Building Envelope Tightness Threshold: 2015 IECC ( 53.0 ACH50) Volume Calculations: Check if: Floor Area Height Volume R1 Conditioned Basement Basement 1,589 8.0 12,712 ❑ Conditioned Crawl Space 1st 11589 10.1 16,049 Sealed Attic 2nd 1,589 9.1 14,460 3rd 0 Attic 1,589 2.6 4,062 ) -:3 Total Volume: 47,283 f Area Calculations: AF„ 1 Floor Area: k{ Ceiling Area: Wall Area: T. Total Envelope Area: 0 F.D CFM @ 50pa: 1255 CFM/ftZ: N/A Air Changes/Hour @ 50pa: 1.59 Code Compliance: PAS Duct Tightness : Post Construction Test -Total Duct Leakage System#1: 1st Floor Duct Location: Conditioned Space Exception-Duct Test Not Required Floor Area: Leakage: CFM @ 25pa: CFM/100 ftZ CFA: N/A Code Compliance: N/A System#2: 2nd Floor Duct Location: Conditioned Space Exception-Duct Test Not Required Floor Area: Leakage: CFM @ 25pa: CFM/100 ft2 CFA: Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2015 IECC as amended by the 2016 New York Supplement. The building duct and plenum system has been verified in accordance with Section R403 of the 2015 IECC as amended by the 2016 New York Supplement. The home is further certified to be in substantial compliance with Residential Chapter 4 of the 2015 IECC as amended by the 2016 New York Supplement. Signature: Date: David Maschke, Integrity/Home Energy Assessments THEA 111, Envelope Leakage Test Testing Company: Technician: Narne: Integrity Home Energy Assessments Name: David Maschke Address: 68 North Paquatuck Avenue Credentials: RFID: 2430490 East Moriches, NY 11940 Email: ihea@optonline.net Phone: (631)-325-4006 ---- Building Information: Customer Information: Project ID: Mizrahi Residence Name: Dr. Patrick Mizrahi Address: 3960 Wells Road, Peconic Address: 173 East Broadway#613 Geo-Tag Data: Latitude: New York, NY 10002 Longitude: Timestamp: Test Results: Measured Leakage: 1.59 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Mizrahi Residence Purpose of Test: 2015 NYECCC detached Measured CFM50: 1,255.3 (+/-0.9%) Effective Leakage Area: 54.8 int Building Volume: 47,283.0 ft3 Enclosure Surface Area: 0.0 ft2 Flow Coefficient (C): 69.1 (+/- 17.2%) Exponent (n): 0.741 (+/-0.045) Correlation Coefficient: 0.99946 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 68 OF Post Indoor Temp: 68 OF Pre Outdoor Temp: 35 OF Post Outdoor Temp: 35 OF Altitude: 25.0 ft Time Average Period: 10 seconds Test Date and Time: 2018-11-1510:03:45 2000-- - -- - --- - -- - ® Depressurize — 1R 700 o, 600 co 500 3 400 300 .3 00 200 100 - 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test (Page 2) Test Readings: Target(Pa), Bldg-(Pa), Adj Bldg-(Pa), Fan (Pa), Flow(cfm). Config Baseline -2.5 -60.0 -63.5 -60.6 -74.8 1,558.2 Ring A -54.0 -55.4 -52.5 -59.6 1,395.1 Ring A -48.0 -49.7 -46.9 -51.1 1,293.8 Ring A -42.0 -45.6 -42.7 -43.2 1,192.2 Ring A -36.0 -38.5 -35.6 -33.4 1,051.2 Ring A Baseline -3.3 Test Equipment: Flow Device: Model 3 Fan Pressure Gauge: DG1000 Serial #: 1047 Calibration Date: 2017-12-12 Deviations from Standard: • None Comments: Spray Vomm Loait a� PO Box 100 1011aslic, NY ii5:'-;q 6?1-7-h2-993a License V -1907`1-li GEKTIPIC RATE OP INSULATION JOB INFO -3() 0 S__ DXrE OF WSTALLAnON 46- I _ Att c KoojPinq Exl-erior Wails TYPE INCHES Imo- VALUE TYPE ,INCHES P.VALUE OPEN CELL FOAM �Y 1_ ---.> _ OPEN CELL FOAM _ __ ------ CLOSED __CLOSED CELL FOAM ------ ------ CLOSED CELL FOAM ___ FIBERGLASS --- ______ FIBEKOLASS CELLULOSE ------ ____,__ CELLULOSE Cellar Ceiling Grawl space TYPE. INCHES R-VALUE TYPE INCHES R-VALUE OPEN CELL FOAM OPEN CELL FOAM __ ----- CL05ED CELL FOAM ----- CLOSED CELL FOAM FIBEROLASSl�_�lFIBEKOLASS -_- ARC�yi �Gj EDO R�(/ CELLULOSE _ CELLULOSE �� ' .' ► , C C'�►1 g FLEE CAULKED 7-0 CODE �� PATE OF NSTALLATION FIRE BLOCKED TO CODE DATE OF WSTALLATION ----------- �\ 032951% �4 AIR SEAL SUBSTATE TO CODE DATE OF WSrALLAnON OF NE�� I. �kutv-�0, _ Y`po-k- ___ __ ______ ____certiPy iha-t the residence re-Perenced above was insulated as per si3necl proposal by budder/homeowner, aid •the insl-allaiion was conducted 'n conformance to applicable cocles and standards and relations. i�- �u�r3-to�IZEr7 sl_N_�__�___ APR 1 0 2019 G ATU E �. " T REScheck Software Version 4.6.4 Compliance Certificate Project Mizrahi Residence Energy Code: 2015 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction 'e LF] - - Conditioned Floor Area: 3,178 ft2 D Glazing Area 30% Climate Zone: 4 (5572 HDD) Permit Date: APR 1 0 2019 " Permit Number: Construction Site: Owner/Agent:''• _'T. Designer/Contractor: 3960 Wells Road •`: : i � ,•T,� Wilfredo Rivera Peconic, NY Wilfredo Rivera,Architect 6 Wagon Wheel Court Smithtown, NY 11787 516-458-1129 rivera.architect@gmail.com Compliance: . Compliance: 10.6%Better Than Code Maximum UA: 681 Your UA 609 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value 1.1-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 757 49.0 0.0 0.026 20 Ceiling 2: Cathedral Ceiling 119 49.0 0.0 0.022 3 Ceiling 3: Cathedral Ceiling 712 38.0 0.0 0.027 19 Wall 1: Wood Frame, 16" o.c. 3,749 21.0 0.0 0.057 147 Window 1: Wood Frame:Double Pane with Low-E 776 0.290 225 SHGC: 0.29 Door 1: Solid 36 0.390 14 Door 2: Glass 354 0.300 106 SHGC: 0.21 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,588 19.0 0.0 0.047 75 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has be i eet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements liste ection Checklist. w /17 Name-Title Signatu a Date (�( Project Title: Mizrahi Residence A 03295` Report date: 04/06/17 Data filename: C:\Users\Fred\Documents\Freddy's Documents\FRED R 16101- Pagel of 0 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC.rck s REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ""$�C�' t1;; ,; •r'jr „� ;,�„>v;� ,.z.. �,; �, r;>�a;;a;.znsti ,:�,3.,�;,� i,��"„ ;'�' r'Y :�„ ,.%�?' �",_ F ,Yid �.%;^.;>.F'✓,.:'::..,•,�,;;'u^:';�•:',. ::�% "' ,i,/".:ds/," .r�.x,-�.. ,Y•1;<3' [` ';z's`silr s,.. , v ,,,iJ.- ,f'•,r.,.iu`:;, .i f,., h, �., .,✓y .�^l';,,.�','/,,..,<G,,:S%%�;L - ,�,,..-�' .,,y �7 RE >,,;�,k �.f,.<. ..,..a;>, ';1 . b>..v,n. ✓,, ,upi,:2 ,H;l., xl%.,h�.,w'E.',,y'`�'F'/^'', {:d r��S,�.�',l?;';;3`>' P .,,�,.. ;3C6m�rt nts/ASSum too S- "?�'. /�,#1y L/s rfY',,, ,r,�, s",'%:u c�^fz,.:m , �Y sir i•„k„z.. ..fr i..> :e��. .,. ->a �.t:r:x%=,�r e�'Ncz^,":,,>,,,'4f.;;r;c�?'.�'v., x,-. ,:L'•':.�, 103.1, Construction g ndi ��;. ,< ,; '>y "ln:, li a❑Com p es , ion demonstrate , ' ,� . „yv; % ' , �. �- _!�� ' � Ni.�:•� ''�'❑Does Not gy a com liance for the �� - � � �'� � �;�F�-'• buildin envelo �,. M y" � '" - y'-9 ❑Not Observable� envelope represented on �. '' '', '•.-r❑NotApplicable construction documents. 103.1, `Construction drawings and y'"N�� °��' i �`%�,,;'. %>•_y''hn''y . ❑Complies ry103.2, documentation demonstrate ey > ❑Does Not 403.7 energy code compliance for Systems '' - ❑Not Observable[PR3]' lighting and mechanicals stems. .,Z S ste ng multi Ie F ❑Not Applicable , dwelling units must demonstrate �; compliance with the IECC Commercial Provisions. 0 'tzHeating and cooling equipment is Heating: Heating: ❑Complies '403;2 y sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads calculated per ACCA Cooling: Cooling: Manual or other methods g' 9� ❑Not Observable , ] Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 1--2:,,,1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 04/06/17 Data filename: C:\Users\Fred\Documents\Freddy's Documents\FRED RIVERA, ARCHITECT\16101- Page 2 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC.rck g 16S 60✓6 Sn A protective covering is installed to rzSaa ElComplies protect exposed exterior insulation T]Does Not and extends a minimum of 6 in. below J,grade. DNot Observable :E]Not Applicable and ice-melting system controls ElComplies [F012,7 g installed. E]Does Not .E]Not Observable E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mizrah! Residence Report date: 04/06/17 Data filename: C:\Users\Fred\Documents\Freddy's Documents\FRED RIVERA, ARCHITECT\16101- Page 3 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC.rck / Report04 402.3.4 Not table for values, E]Not Observable E]Not Applicable 402.1.1, Glazing U-factor(area-weighted U_ U_ E]Complies See the Envelope Assemblies 402.3.1, 'average). 'E]Does Not table for values. 402.3.6, 'E]Not Observable 402.5 E]Not Applicable Elcomp 303.1.3 U-factors of fenestration product lies '"DDoes Not with the NFRC test procedure or ,taken from the default table. E]Not Observable E]Not App licable 402.4.1.1 Air barrier and thermal barrier ElComplies [FR2311 installed per manufacturer s []Not Observable ONot Applicable 402.4.3 Fenestration that is not site built [FR2011 is listed and labeled as meeting E]Does Not E]Not Observable or has infiltration rates per NFRC !400 that do not exceed code E]Not Applicable recessed lighting fixtures inish sealed at housing/interi orfi DDoes Not and labeled to indicate:52.0 cfm leakage at 75 Pa. E]Not Observable ONot Applicable 403.2.1 'Supply and return ducts in attics ElComplies [FR12]1 insulated >= R-8 where duct is E]Does Not >= 3 inches in diameter and >= �E]Not Observable R-6 where <3 inches.Supply and return ducts in other portions of E]Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.33.5,-!Building cavities are not used as LiComplies :ducts or plenums. E]Does Not BME]Not Observable 1,1TINot Applicable HVAC piping conveying fluids R- R- ElComplies above 105 QF or chilled fluids E]Does Not IF are insulated to"2:11 below 55 L 3. E]Not Observable 'E]Not Applicable OComplies 403.4.1 Protection of insulation on HVAC pU '" [FR2411 piping. E]Does Not ...'.E]Not Observable Hot water pipes are insulated to R- R E]Does Not E:]Not Observable E]Not Applicable '463'%�V,, Automatic or gravity dampers are plies Com installed on all outdoor air intakes and exhausts. 1ENot Observable tlNot Applicable 1 High Impact (Tier 1) Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: Mizrahl Residence Data filename:� nnPage of y K4|ZRAH|-RE5|DENCE\RESCHECK\M|ZRAH| ' PE[DN|[.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 04/06/17 Data filename: C:\Users\Fred\Documents\Freddy's Documents\FRED RIVERA, ARCHITECT\16101- Page 5 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC.rck 402.1.1, iCeiling insulation R-value. R- R- EComplies See the Envelope Assemblies 402.2.1, El Wood F-1 Wood E]Does Not table for values. 402.2.2, 0 Steel E] Steel E]Not Observable 402.2.6 [Fill' 0Not Applicable 303.1.1.1,'Ceiling insulation installed per ElComplies 303.2 manufacturer's instructions. []Does Not [F1211 Blown insulation marked every -",E]Not Observable 300 T]Not Applicable Ven ted attics with air permeable 'VU1M' % .'ElComplies insulation include baffle adjacent E]Does Not 'to soffit and eave vents t at E]Not Observable __7 extends over insulation. MME]Not Applicable 402.2.4 Attic access hatch and door R- R- 'ElComplies [F1311 insulation �tll-value of the :E]Does Not adjacent assembly. E]Not Observable 'E]Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 :E]Complies [FI1711 ach in Climate Zones 1-2, and 'E]Does Not <=3 ach in Climate Zones 3-8. E]Not Observable ;E]Not Applicable rx 6-2'-"4:'�-�l--'-e','Wood-burning fireplaces have ElComplies E]Does Not tight fitting flue dampers and xy outdoor air for combustion. 10 GAE]Not Observable EINot Applicable 403.2.3 'Duct tightness test result of<=4 cfm/100 cfm/100 'ElComplies <=3 cfm/100 ft2 without air E]Not Observable handier @ 25 Pa.For rough-in tests,verification may need to UNot Applicable 'occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 E]Complies [F127]1 'determine air leakage with ft2 ft2 E]Does Not either: Rough-in test:Total E]Not Observable leakage measured with a pressure differential of 0.1 inch E]Not Applicable w.g. across the system including the manufacturer's air handier enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air ,handler enclosure. 403.3.2.1 ;Air handler leakage designated omplies (F12411 by manufacturer at<=2%of E]Does Not design air flow. MW LJNot Observable El NotApplicable ',-,',,`installed for control of primary UP & IM heat!ng and cooling syst—.1 and V 1W -.5,15-M-EINot Observable initially set by manufacturer to E]Not Applicable Heat pump thermostat installed ElComplies on heat pumps. JE]Does Not 1�,E]Not Observable E]Not Applicable 1 High Impact (Tier 1) J` ,,2-,,l Medium Impact(Tier 2) 3-1 Low impact(Tier 3) Project Title: MizrahiRes|dence Report date: 04/06/17 Data filename: C:\Users\Fned\Documents\Freddy`sOocunnents\FREOR|VERA. ARCHITEC7l10101' Page 7of 9 M|ZRAH|-RES|DENCE\RES[HECK\K0|ZRAH| ' PECON|C.rck Circulating service hot water Elcomplies [FI-141 have automatic or ':E]Does Not accessible manual controls. []Not Observable E]Not Applicable All mechanical ventilation system -- `40complies fans not part of tested and listed 4 11712z ME S "�'3 HVAC equipment meet ell—acy flow limits. P E]Not Applicable 4M2�%'��,'�t..-,Hot water boilers supplying heat f, Elcomplies through one-or two-pipe heating systems have outdoor setback control to lower boiler water Wn-I "i"UNot Observable 31�_,.17vi!�temperature based on outdoor icable Heated water circulation systems 'TAMM,`,, ElComplies 2 have a circulation pump.The "M.3"ElDoes Not system return pipe is a dedicated i Ireturn pipe or a cold water supply E]Not Observable pipe. Gravity and thermos- E]Not Applicable �',;'�'-'Jsyphon circulation systems are not present.Controls for c ulating hot water system irc ps start the pump with signal for hot water demand within the �Nj occupancy.Controls automatically turn off the pump op when water is in circulation lo is at set-point temperature and VA ?no demand for hot watei ElComplies Electric heat trace systems M mply with IEEE 515.1 or UL E]Does Not Controls automatically IN 14. adjust the energy input to the E]Not Applicable heat tracing to maintain the desired water temperature in the ter distribution systems that ElComplies have recirculation pumps that K I.E]Does Not pump water from a heated water NifE]Not Observable supply pipe back to the heated M ON water source through a cold E]Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls A that manage operation of the pump and limit the tempe. of the water entering the cold I KE wa er piping to 104L Drain water heat recovery units ElComplies tested in accordance with CSA Potable water-side E]Not Observable loss of drain water heat �"E]Not Applicable recovery units < 3 psi for individual units connected to one or two showers. Potable water- 41, MUM, A We pressure loss of drain wate I&I heat recovery units < 2 psi for WE individual units connected to three or more showers. WIN 404.1 75%of lamps in permanent 2,10 2,1 01-1 DComplies E]Does Not [F1611 fixtures or 75%of permanent W fixtures have high efficacy lamps. [:]Not Observable Does not apply to low-voltage "t WMFI', !VE]Not Applicable I High Impact (Tier 1) L;�]medium impact(Tier 2) 1,3 1 Low Impact(Tier 3) Project Title: K4izrahiResidence Report date: 04/06/17 Data filename: [:\Users\Fred\Documents\Freddy'sOocunnents\FREOR|VERA. ARCH[TECT\IhlOI' Page 8of A M|ZRAH|'RES|OENCE\RE5CHECKlK4|ZRAH| ' PECO0|C.rck / �V M 511Q,�:,illik ft Fifia I 0 onr LibW ssurnpitio'A"i"J", sp _-M 71 Fuel gas lighting systems have 5 Elcomplies no continuous pilot light. 1, ElDoes Not LJI'Jot Observable M E]Not Applicable x �iElcom 41,011.K,---1-Compliance ❑certificate posted. plies "-- F 11 LJDoes Not A `E]Not Observable ,?.,.`/1LJNot Applicable 303:3• " :Manufacturer W,V manuals for Uk.", ElComplies m e c h a n i ieating cal and water ElDoes Not systemsh ave been provided, ONot Observable E]Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: Mizrahi Residence Report date: 04/06/17 Data filename: C:\Users\Fred\Documents\Freddy's Documents;\FRED RIVERA, ARCHITECT\16101- Page 9 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC.rck 2015 IECC Energy Efficiency Certificate ,Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 0.29 Door 0.30 0.21 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments PRODUCT DATA s`. F TM u e , O' '° �%e YI_as4n .-�ulxns9u Description Physical Properties Basement Blanket'Fiberglas'"insulation is recommended for new construction and retrofit basement applications 1, Perforated rely 48' 600, 3 5, 601as a means to help reduce heat loss, or gain,through the basement wall area. 11 Urfaced 48' 600' 3 5' 50' 15 Perforated Poly 48' "-80" 4?o' 40' Features 19 Perforated Poi} 48", 360" 5.5' 30' • Available in R-values 11, 13, 15 and 19 to meet basement energy code requirements • Easy to install Technical Data ■ �. _" ;. ;. s_�== ti'��;��.."�r�"�' Attractive white facet provides a durable finish.. ;MZ -E;� s>;t ■ Facing is perforated for proper moisture management nlrnensions a — 3 5'x 48"x 60'nomu a+ • Low Flame Spread Rating of 25 to meet all model building code provisions Insulation Certification ASTM C 665 Perforated Far,ng Application PSK Type+i,Class A,Catc,go,y 2 ICC Model Banld.ng Co:e NIA All Types Owens Corning` Basement Blanket" Fiberglas"insulation is Ccns'ruct on Classirication perforated to allow water vapor movement and drying to the Thermal Resistance' ASTM C 518 R-11,R 73,R-16.R-19 interior or exterior of the insulation. For below grade walls,a Surface B-rrning Characteristics ASTM 1 E 84' vapor retarder is not recommended. Flame spread Index <25 Smnkc:Developed Index <50 For areas with expansive soils,consult a soil expert or civil FResistance ASTM C 1338 Passed engineer for advice on proper drainage and design of the ` foundation. Ovate,Vapor Tiansmiss,on ASTM F 96' Pol'oraitod Fac�n9 Gioafor than 5 corn•,, Moisture Sorptror ASTM C 1106 <0.05'1',by t'olLrre Installation 1 R-values differ Find out why in the seller's fact sheet on R-values Higher R-value means Basement Blanket-Fiberglas"Insulation is designed to greater insulating power cover the interior basement wall area from the sill plate to 2 This product nas been tested in accordance with ASTM E 84 This standard is used solely to measure and describe the properties of products in response to heat and flame under controlled just above the basement floor. Basement Blanket-can be condit,ons These numerical ratings are not intended to reflect hazards presented by this or any installed vertically with framing boards attached horizontally other material under actual fire conditions at the sill area and just above the floor.Vertical installation 3 Based on Desiccant method can also be done using vertical framing boards for the sides of each roll. Basement Blanket'can also be installed horizontally with framing boards at the sill area, near the middle of the wall and just above the floor. Fasteners—Basement Blanket" Fiberglas" Insulation facing contains reinforcement yarns to improve the finish durability and to Increase staple holding power. Staples should be applied over reinforcement yarns without breaking them. Staples should be applied three inches on center. Application Consideration—New foundation walls contain large quantities of water.Insulating the interior of the basement wall should be scheduled late in the completion of the home. This will allow maximum foundation drying time prior to installing Basement Blanket" Fiberglas"Insulation. Fiberglass and Mold: Notes As manufactured,fiberglass insulation Is resistant to For more information call 1-800-GET-PINK or visit our mold growth. However, mold growth can occur on Web site at www.owenscorning.com building materials,including insulation,when it becomes contaminated with organic material and when water is present.To avoid mold growth, remove any water that has accumulated and correct or repair the source of water as soon as possible.Insulation that has become wet should be inspected for evidence of residual moisture and contamination,any contaminated product should be promptly removed and replaced. Certifications and Sustainable Features• '.��• � "_ >� .�; - • q,lfi Certified by SCS Global Services to contain a minimum of _^1 i.� •�•w,�r , y (% ��,�, 55%recycled glass content,37%pre-consumer and 18% post-consumer • GREENGUARD Certified products are certified to L. GREENGUARD standard finto s or low chemical emissions Into indoor air during product usage.For more information, visit ul.com/gg OWENS CORNING INSULATING SYSTEMS,LLC ' Disclaimer of Liability ONE OWENS CORNING PARKWAY Technical information contained herein is furnished without charge or obligation and is given and FA• TOLEDO,OHIO,USA 43659 accepted at recipient's sole risk Because conditions of use may vary and are beyond our control, • 1-800-GET-PINK` Owens Corning makes no representation about,and is not responsible or liable for the accuracy www.owenscorning.com or reliability of data associated with particular uses of any product described herein. pub No 16040-M Printed in U S A May 2017 SCS Global Services provides independent verification of recycled content in building THE PINK PANTHER`&c 1964-2017 Metro-Goldwyn-Mayer Studios Inc materials and verifies recycled content claims made by manufacturers For more information, All Rights Reserved.The color PINK is a registered trademark of Owens Corning visit www SCSglobalservices com V 2017 Owens Corning All Rights Reserved �(,C2015 IECC Energy j Efficiency Certificate Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 35.00 Ductwork (unconditioned spaces): 0•• s • Window 0.29 0.29 Door 0.30 0.21 ¢ Heating System: Cooling System: Water Heater: Name: Date: Comments REScheck Software Version 4.6.5 AV- Compliance Certificate Project Mizrahi Residence Energy Code: 2015 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,178 ft2 Glazing Area 30% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3960 Wells Road Wilfredo Rivera Peconic, NY Wilfredo Rivera,Architect 6 Wagon Wheel Court Smithtown, NY 11787 516-458-1129 rivera.architect@gmaii.com 0 ! • .t O K d Compliance. 15.1%Better Than Code Maximum ILIA, 680 Your UA- 577 Maximum SHGC, 0.40 Your SHGC- 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Assembly Gross Area Cavity Conto� or 11.11-Factor UA' Perimeter Ue Ceiling 2• Cathedral Ceiling 1,588 35.0 0.0 0.030 48 Wall 1:Wood Frame, 16" o c. 3,749 27.0 0.0 0.051 132 Window 1. Wood Frame.Double Pane with Low-E 776 0.290 225 SHGC: 0.29 Door 1 Solid 36 0.390 14 Door 2. Glass 354 0 300 106 SHGC: 0.21 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,588 30.0 0.0 0.033 52 Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications, a er calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC req ' e ents in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature DAte - Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA, ARCHITECT\16101- Page 1 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck REScheck Software Version 4.6.5 Inspection Checklist LVJ Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided, Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions .6,Reg. 103.1,W Construction drawings and " 8"❑Complies — 103.2 documentation demonstrate r 'i= `• "❑Does Not [PR1]1 energy code compliance for the 3 building envelope.Thermal a ' ,'a4 _ y❑Not Observable =❑Not Applicable envelope represented on PP construction documents. 4• 103.1, Construction drawings and ?❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ` ° [PR3]1 lighting and mechanical systems. ;❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate • . compliance with the IECC `Commercial Provisions. 3.02.1, Heating and cooling equipment is Heating: Heating: ❑Complies 40.7' `sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not (PR2]z on loads calculated per ACCA Cooling: Cooling; *{; ;Manual]or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 2 Med um Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA, ARCHITECT\16101- Page 2 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck Section` # Foundation Inspection Complies? Comments/Assumptions &;Req.ID - 303.2.1. A protective covering is installed to ❑Complies [F011-I?. protect exposed exterior insulation ❑Does Not ,,,and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 ;Snow-and ice-melting system controls ❑Complies [F01212i 'installed. ❑Does Not . 3 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) A 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA, ARCHITECT\16101- Page 3 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck Section Plans VerifiedField Verified # Framing/Rbugh-In Inspection Value Value Complies? Comments/Assumptions I & Req.ID 402.1.1, Door U-factor. U- _ U- ❑Complies _ See the Envelope Assemblies- 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products +' ❑Complies [FR4]1 are determined in accordance „ ' ❑Does Not with the`9` taken from Fthetdef dest efault tablee or (,Yk'" ",_*;_ (5 z.:? ❑Not Observable "z Y= ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier .y, ,❑Complies T [FR23]1 'installed per manufacturer'sDoes Not instructions. 3 ❑Not Observable ❑Not Applicable --- ----------- - 402.4.3 Fenestration that is not site built = ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC _ - ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5." ;IC-rated recessed lighting fixtures '❑Complies [FR16]2 'sealed at housing/interior finish :�'. r ❑Does Not Wand labeled to indicate s2.0 cfm s leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics "" ❑Complies [FR12]1 insulated >= R-8 where duct is ;❑Does Not t¢ >= 3 inches in diameter and>= R-6 where < 3 inches. Supply and" s. [-]Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ` for< 3 inches in diameter. I 403.3.5 Building cavities are not used as .` _ ❑Complies [FR15]3 , =ducts or plenums. :❑Does Not ❑Not Observable ❑Not Applicable 403.4' HVAC piping conveying fluids R- R- ❑Complies [FR17]2` "'above 105 °F or chilled fluids ❑Does Not below 55°F are insulated to >_R- -3 ❑Not Observable ❑Not Applicable-- -- - v- ------ 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not -:❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not 14 ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. • ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 1,Medium Impact(Tier 2) 3 Low Impact(Tier 3) I Project Title: Mizrahi Residence Report date: 03/27/19 Data filename' C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA, ARCHITECT\16101- Page 4 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 J Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA, ARCHITECT\16101- Page 5 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck Section Plans Verified Field Verified Req ' 'Insulation Inspection Value ,Value Complies? Comments/Assumptions 303.1 All installed insulation is labeled T.r' �Dcomplies 01413F, or the installed R-values []Does Not Ag, provided. —E]Not Observable E]Not Applicable 402.1.1, Floor insulation R-value. R- R- ElComplies See the Envelope Assemblies 402.2.6 EJ Wood 7 Wood ODoes Not table for values. [IN1]1 E] Steel E] Steel []Not Observable E]Not Applicable 303.2, Floor insulation installed per -Elcomplies 402-2.7 manufacturer's instructions and "ElDoes Not [IN2]1 in substantial contact with the - underside of the subfloor, or floor E]Not Observable framing cavity insulation is in .=,01\lot Applicable contact with the top side of or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- Ocomplies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood F1 Wood ODoes Not table for values. 402.2.6 wall insulation on the wall mass E] Mass E]Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). E] Steel ❑ Steel E]Not Applicable 303.2 Wall insulation is installed per ''0complies [lN4]1 manufacturer's instructions. E]Does Not Observable TINot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 21 Medium Impact(Tier 2) 3 wt(Tier impac 3) Project Title: Mizrahi Residence Report date. 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA, ARCH ITECT\16 101- Page 6 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck Section", - ,• , ' Plans Verified Field Verified # Final Inspection Provisions ; Complies? ' Comments%Assumptions & Rec].ID LL' Value Value - - - ---- - - - - -- ^--- - - — - -- -- - -- 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑ [FI1]1 Not Applicable ' ❑Com lies 303.1.1.1, Ceiling insulation installed per p 303.2 manufacturer's instructions. ``~" =_ " ) ]Does Not [FI2]1 Blown insulation marked every :: ❑Not Observable 300 ft2. `' ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [F]22]2 insulation include baffle adjacent „ , ❑Does Not to soffit and eave vents that :extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies — [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 402.4.2 Wood-burning fireplaces have ❑Complies [Fl B]2- tight fitting flue dampers and ❑Does Not outdoor air for combustion. y_ ❑Not Observable ❑Not Applicable — — 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test-Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1,, !Programmable thermostats ❑Complies [FI9]2 installed for control of primary .❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. V ^p- ^ '❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI7.0]2 on heat pumps. ❑Does Not :❑Not Observable ❑Not Applicable __J 1 High Impact(Tier 1) 2]Medium Impact Tier 2) 3 Low Impact(Tier 3) 1 id ( - - - - -� -- -- Project Title. Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA, ARCHITECT\16101- Page 7 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck Section Plans'Verified Field Verified ' # Final'lrispection Provisions Complies? Comments/Assumptions ( Value - Value` - - 403.5:1 Circulating service hot water ^` ❑Complies [FI11]z systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable - :z';❑Not Applicable .40MA All mechanical ventilations stem =-4%❑Complies �J [0125jz –fans not part of tested and listed =:'„t,,.,,' ,N` ❑Does Not HVAC equipment meet efficacy ❑Not Observable ;and airflow limits. r ^-f,' £ r' ';"3'. �;... ❑Not Applicable ,403.2' •Hot water boilers supplying heat ^ ❑Complies [02612 through one-or two-pipe heating ;" ❑Does Not ” systems have outdoor setback _ control to lower boiler water '❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5:1.1 :Heated water circulation systems ""'`' w `'` " —� -- '„. -. �❑Complies [F128]� ; ,I have a circulation pump.The - ,, '' 4" ' 1,. E]Does Not system return pipe is a dedicated '' ' ;R. syy E]Not Observable return pipe or a cold water supply` w pipe. Gravity and thermos- ,' `' ,❑Not Applicable syphon circulation systems are •not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls ; automatically turn off the pump ,when water is in circulation loop 'is at set-point temperature and no demand for hot water exists. 403.5:1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintainthe �❑Not Applicable desired water temperature in the piping. 403,5.2'• Water distribution systems that " :❑Complies (F130]2 `have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water ;system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1001F 403.5.4 Drain water heat recovery units ❑Complies [Fl31]2 tested in accordance with CSA �❑Does Not B55.1. Potable water-side pressure loss of drain water heat [:]Not Observable recovery units< 3 psi for -❑Not Applicable individual units connected to one or two showers. Potable water- side ater side pressure loss of drain water heat recovery units < 2 psi for individual units connected to 'three or more showers. 404.1 75%of lamps in permanent ❑Complies [F16]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage lighting. ❑Not Applicable 1:High Impact(Tier 1) J 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA, ARCHITECT\16101- Page 8 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck 404.1.1 Fuel gas lighting systems have [F123]3 no continuous pilot light. ODoes Not Not Applicable Compliance certificate posted. 712 LJ[Does Not le 'E]Not Applicable 303.3 Manufacturer manuals for �UE]Complies mechanical and water heating 1ODoes Not systems have been provided. E]Not Applicable Additional Comments/Assumptions: F1 --' - -- ----- '[- --- ---- PO Dox IOLA Ma-Mic, NY 1645,1) G?f-7-1 -9WG ^dry + 1 Liceme.V 4`)874-1a �^ GF_-R 1 (PICA E O4INSULA 1 (ON JOB INFO: _a..L1 o � 1�__ DATE OF WSTALLKnON= `� S A-I-'ric KooPhig Wafts TYPE INC1-F-5 K-VALUE TYPE WCKES K VALUE SI � OPEN CELL FOAM -___ _35 _ OPEN CELL FOAM ------ CLOSED CLOSED CELL FOAM --- _____y CLOSED CELL FOAM FIBERGLASS _-_ ______ FIBEK(5LA55 CELLULOSE ______ CELLULOSE Gellar Geirng Crawl Spoce TYPE INCHES R VALUE TYPE WCHES K-VALUE OPEN CELL FOAM _____ _____ OPEN CELL FOAM CLOSED CELL FOAM _____ CLOSED CELL FOAM eD FIBEKCaLA55 _____ FIBEP.C7LA55 ___-- _-- \�� p ARC CELLULOSE �___._ _� CELLULOSE �'py FRE CAULKED TO COPE � DATE W WSTALLATION FIRE BLOCKED TO CODE DATE OF G\ISTALLATION 3295 �0 AIR SEAL SUB51 hTE TO CODE DATE OF WSTALLATIDN_ _ - - _____ OF N E� ----------cerfiPy-that the re,!Mence-mpe erenced above was ol.ulal•ed as per sued proposal by builder/homeowner, oild was c rlucW h coniParnnance +o applicable codes and s3randards and re3ulasions. AUTHORIZED 516NAT•UKE ' I ' ii110 "� " I • 1 !• � Lai pill •• � - : AW''L-��.L� - �■■�u�',� rer�a STATE ENERGY C ODB !fes � � �L.f,R.• �'��ti1� � .. +— _ - .. 1 E .�V �l ' ■, ��7J4111� ��.I�In/�� ' --� '. %i'+lEi/ .%ate • N I M ' , _i.'.� e � a i(•' ..��vRi}e� � 5=161 fir i OF Mill E - i I&�7' t r � i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TQ WN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutltoldTown.NorthFork.net PERMIT NO. .° 'heck Septic Form N.Y.S.D.E C, Tresfees C.O.Application Flood Permit Examined 20r_ Single&Separate Storm-Water Assessment Form _ ontact; Approved (---,20 Mail to: Disapproved a/c Phone: Expiration '20 Building Insp r V P ATION FOR BUILDING PE APR 17 2017 INSTRUCTIONS Date 20� a.This application MUST be completely filled.in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p1eale.Fee according to schedule. tv tlgaq�lot and of buildings on premises,relationship to adjoining premises or public streets or areas, V U],J) 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 Inspector may authorize,in writing,the extension of the permit foi an addition six months.Thereafter,a new permit'shall be requited. APPLICATION IS HEREBY MF.DE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Tovm of Southold;Suffolk.County,New York.and other applicable Laws.Ordinances or Regulations,for the construction of buildings,additions,or alferations or for removal or,demolition as herein described.The applicant agrees to comply with all applicable laws,'ordinanees,building code,housing code;and regti!ations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of app icant or name,if a corporation) (Mpi iVyiddress of applica0.nt) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder e P Name of owner of premises � � 1 �1 i T T 9— �" �� / �1,Ci 1\ / "/ / ZW11-1 (As on the tax roll 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 JNdgn�hict pro sed �kyrill�iegone: R®� �� .I i,C— House Number t®('Street L� Hamlet �V County Tax Map No. 1000 Section Block Lot . } Subdivision Filed Map No. Lot 3 , ' 2i State existing use and'occupancy of premises and intended use and occupancy of roposed construction: i a. Existing use and occupancy VAc—f I b. Intended use and occupancy ct e L [ V ca,� �► &� ' 3Nature of work(check which applicable):New Building ddition AlterationQcj Repair Removal Demolition Other Work (Description) 4j Estimated Cost s Fee (To be paid on'filing this application) 51 If dwelling,number,of dwelling•units umber of dwelling units on each floor If garage, number of cars ,b If business,commercial or mixed occupancy,specify na e and extent of each type of use. ' 7 Dimensions of existing structures,if any:Front Rear Depth i Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height . Number of ones [( e Ci s r 8. Dimensions off entire new oppruction:Front ® ' Rear a Of Depth l Height ?a Number of Stories 9 Size of lot:Front �� S_�t Depth 16,Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12I.Does proposed construction violate an�y,zp g lqw,o>;din2nce orregulation?YES NO 13,Will lot be re-graded?YES NO ,Will wwess Rube removed from premises?YES - NO- 14. 0—i .Names of Owner o Apr m'ses 1 Address hog No. Name of Architect � Rf-()a .i addres ' P� 3o P.M Name of Contractor•' Address, -Phone-140. Ql�-a.Isthis properlywithin 100feetdfatidaltivetaud'nr a frestwater wetland? S LaF YES,SOUTHOLD TOWN"TRUSTEES-i'D,L-C,PEKikTSMAYBt,REQU.Is this property witlii11300 feet ofa tidal vet'jaltd? O `�'�F YES,D E.C.PERIAITS MAY BE REQUIRI✓D: ib,Provide survey,to scale,with accurate foundation plan and distances to property lines, 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on s . 16.Are there any covenants and restrictions with respect to this property?*YES NO i IF YES,PROVIDE A COPY. ST.4TE OF NEW YORK) SS: TY OF ) ( being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract a ove named, Z � ® cam �I 0 o d( SfHe is the d e (Contractor,Agent,Corporate Officer,etc.) 3 =F z v N o o c> ol�said owner a owners,and is duly authorized to perform or have performed the said work and to make and file'this application, z r rn thrt all statements contained in this application are true,to the best of his know] a and belief;and that the woi k wil l be X CA CD a rn^' p'rformed in the mariner set forth in the application filed therewith. D _ CD s o o Slor tpbefore me this t ° 'w day of f I 20 g f 0 N ;� Notary Public Signature of ant C) i I � 1 17�tuQi Scott A. Russell 112)z ATOlKNIWA\ CEIR, SUPERVISOR 1\\11A\N A\G1EI\\\[JEN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti �- Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET APR 17 Z011 ( To BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT IMIOLV E ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑( B. Excavation or filling involving more,than 200 cubic yards of material within any parcel or any contiguous area. El(9 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E10 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[Z E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. PC] F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control PIan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOPS Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number!, Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with;your Building Permit Application. APPLICANT: (Property Owner,Design Professional.Agent.Contactor,Other) S.C.T.M. : 1000 Date: District /�f ,AME. Gl V SecVtion Bock Lot 1-0R f.UiL_DINIG L)LP.-\f.•rNILN' f.:�l Contact Information Reviewed By: SW Dale Property Address / Location of' Construction Work: _ _ _ _ — — _ _ _ _ _ _ _ _ _ _ �ee fJa ��,��M G X— -rM ved for processing Building Permit. I� r t- water Management Control Plan Not Required. tormw•at Management Control Plan v,Required (Forward to Engineering Department for Review.) f' f'CtRM R SM('P -TOS MAY 2014 ° APPLICAN P Wroperty Owner,Design Professional.Agent,Contrutor.other) S.C.T.M. 'r: 1000 aOsu � CHAPTER 236 Y na Stormwater Management Control Plan CHECK EIS_ T NA"Vic, �1 A1C / /ig�J) section Beck S M C P -Plan Requirements; Provide ONE co C ate06 14 copy o the Building Permit Application. g 01 * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! I. A Site Plan drawn la scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the followingitems: YE NO NA If you need additional room for explanations, Please Provide additional Paper, a. Location& Description of Property Boundaries NS ARE RE b. "I-offal Srte Acreage. QUIRED at 765-1560 before c. Existing -Natural& Man Made Features within 500 L.F. ring of the Site Boundary as required by §236-1702). Pn is Certification a d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. t alled to Code. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum zintervals) PO; &7e V'Vj L g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& D proposed structures. JU I. Location of proposed Swimming Pool and discharge ring. U APR 2 8 209— J_ Local an of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). / EROSION &SEDIWWUITDEPT. I. Location of proposed concrete washout area(s). / Shall include but not a limitedo; TOWNBUILDING____ rri, Location of all proposed erosion&sediment control measures. A well maintained Construction Entrance, OUTHOL Z. Stormwater Management Control Plan must include Calculations showing ire Backed Silt Fencing, stabilization that the stoi mwaier improvements are si?ed to capture,store,and infiltrate Seerlin on-cite rite run-off from all impervious surfaces generated by a two M inch x osed and or inactive soils. rainfall/storm event. 3. Det,uls E Sectional Drawings for Stormwater practices are required for approval Lem Dx_ Items reguil•ing details shall includc but not be limited to a, Erosion & Sedrrrient Controls. h, Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach i nq Str-uctureS (e. . )nfiltratton basins,swa les,etc.) TMM 1-"'1(i t.�.tal�l•t.l. � ' ` 17E:1't\I'' 'i1�Il.;i�i"i" lJ; l� ONLY �•��` 1 ' l Additional Information is Required. Reviewed e`eo ed& I 1:1Stormwater Management Control Plan is Not Com lete. pP By. _ _ _ _ _ _ _ _ _ _ _ _ _ _ P I Stormwater Management Control Plan is Complete. SMCP ( has been approved by the Engineering Department. Gf1RiaA u CIAr!u i.__i. r -r i.n ... .. \ Y-J 09-24-14;13:46 2849860 # 1/ 2 Town HAI AwkLx 'releplxme(631)765-1842 I)7(r54375 Man Road SOF V-0. 3px 1171ro errlChert1owo �� otd .n .us Suullivltl,NY 11971-00.54) BUILDING DEPARTMI';NT TOWN OF SOU]I'HOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: _ � �y-�� '�'�'� Date: Company Name: Name: License No.: — Address: P.d- dai 1f4t410 Phone No.: 31- '&--30- -7- 3 JOSSITE INFORMATION: (*Indicates required information) *Name: *Address: 3 1&0 Vj-?,LL5 i2,6 �Ip_-ecyn4?_ *Cross Street: }Y► r9�n 2a *Phone No.: Permit No.: Tax Map District:" 1000 Section: Block:_ Lot: V4 - I *BRIEF DESCRIPTION OFWORK(Please Print Clearly) � � �y Po fe, (Please Circle All That Apply) *is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect nderground Number o eters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town exyw Telephone(631)765-1802 54375 Main Road v y (631)765.-g5 P.O.Box 1179 D • roger.richert(i�'o`wn.sou .ny.us i Southold,NY 11971-0 U To0�U I BUULDJNG DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL. INSPECTION � REQUESTED BY: Date: Iq Company Name: Name: y License No.: Address: j�® c r!o Phone No.: � -3 3 1 JOBSITE INFORMATION: {*Indicates required information) *Name: JP *Address: ® t;LL S , ;I *Cross Street: ; *Phone No.: J31 - Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please P Clearly r Rf (Please Circle All That Apply) Is job ready for inspection: YE�S/ O Rough In Final i *Do you need a Temp Certificate: YES/� Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form �\✓ � Out Town Hall AnnexTelephone(631)765-1802 54375 Main Road Fax(631)765-9502 CZ P.O.Box 1179 W Southold,NY 11971-0959 v� EUILDING DEPARTMENT NOTICE OF,UTILIZATION ORTRUSS TYP—E"CONSTRU.CTION .PRE-ENGINEERED WOOD CONSTRUCTIO4 ANDIOR, TIMBER CONSTRUCTIO Date: f'. Owner: k1 _ 1 _ Location of Property: ® ,Z) -S �o 1�-pN a �. N•. �,J Please a notice that the (check applicable line): New commercial or residential structure Addition'to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) MAR 5 2019 Roof framing (R) Floor and roof framing (FR) Signature; P' Fm Name (person submitting this form):' c/a Capacity Ochock applicable line): Owner Owner representative TrussReg15•docx Effective 1/1/2015 Dwyer, Tracey From: Patrick Mizrahi <dr.patrickmizrahi@gmail.com> Sent: Tuesday, October 30, 2018 2:01 PM To: Dwyer,Tracey Subject: Attn.Tracey Dwyer I am requesting a 6 month extension of my Building Permit#41585 completing residence at 3960 Wells Road, Peconic,NY 11958. Many thanks in advance, Patrick Mizrahi D L� .1. V L'� D OCT 302018 BUILDIIha-:'BTupz TOWN OF SDLJTUOLD i PATRICK V. MIZRAHI, M.D. nDD i 5 EAST 86TH STREET i MAR 5 2019 i� NEW YORK, NEW YORK 10028 TELEPHONE (212) 737-4466 =; T. FAX (212) 737-4441 cel lq .0d � S tx,Aj D v� �ci� � ® l qq V� � cC) N � � � � q Wilfredo Rivera, Architect 6 Wagon Wheel Court,Smithtown,N.Y. 11787 Tel: (516)458-1129 E-mail: Rivera.architect@grnail.com To: John Jarski April 2, 2019 Town Of Southold Building Department 54375 Main Rd PO Box 1179 Southold,NY 11971 Re: Mizrahi Residence 3960 Wells Road Peconic,NY 11958 Permit#41585 Transmittal: • As Built Construction Drawings-2,sets,signed and sealed,dated March 31,2019. • Revised REScheck per field conditions—2 sets Respectfully submitted, Wilfredo Rivera,Architect D APR 5 2019 7 M rl✓ l PATRICK V. MIZRAHI, M.D. 5 EAST 86TH STREET NEW YORK, NEW YORK 10028 TELEPHONE (212) 737-4466 FAX (212) 737-4441 qy Ss91 ?,4 Al P l APR 1 0 2019 e- TYPICAL DRYWELL CROSS SECTION S.C.T.M. NO. DISTRICT: 1000 SECTION: 86 BLOCK: 1 LOT(S): 14.1 (CONC. PRECAST COMPONENTS) �. - s•sum TOm kum-mom LEA is TYp1r.. c.r_ m•sum MR TWM moua0 C[`G N c -TION APPROVED MLT AME CAST IMYE AMO APnernSD CUT1Xr _ SO'4M. - �w.4'Dw WKm TO GUOE TO a,MLr�+Qu� ' I I Y CEOTELME FABRIC PIiCKO I/m'/�' PITCHED 1/871. SEDIMENT ON SITE WOOD On METAL 7=011-71 HAY BAIL AND/OR ,,p•DIRECTION O Q 0 SILT FENCING wEAGVAND ARO � BACK"' TRENCH \' + z E1DmTwD DAbRmo moi", o, bLL Z11 0 CC O w r nrsil o CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 3'PAN.OR N.Y. STATE D.O.T. APPROVED R.C.A. COLLAR i w 3/4' STONE BLEND �• FILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. BACK FILL MATERIAL TO BE �. CLEAN SAND'AND GRAVEL PELLAND LEGRINI/PEC F LLC �`h*F DRAINAGE INSPECTIONS ARE REQUIRED & PECONIC LAND TRUST Contact TOS Engineering at 765-1560 before ZONED R-80 � Backfill, OR Provide Engineer's Certification ELEV. 11'7 �a`�Jrb that the drainage has been installed to Code. OR BROWN yn4''' LEL� 5 OL LOAM 1.1' • "''I;d{j f'., EROSIOht&SEDIMENT CONTROLS MON. BROWN SM LOAMY SAND 1.0' X16 e!'n ?' Shall include but not be limited to: WYaNr iso• t' +•,�•t14: A well maintained Construction Entrance, PALE L eRowN +�k'` •T}rw;,'' Myr, Wire Backed Silt Fencing,stabilization 3L ^$P MEDIUM COARSE Seeding of exposed and/or inactive soils. SAND yyd (ROUND WA EL 0.5F.,t 1' t' i ' S59°45'30"E 74.93 '' ;''' / \ APPROVAL OF STORMiWATER MANAGEMENT+,,.. ,, MEDIUM MON. ;,.,.,�,�,��9'+%';•nkt,,, 'li'�,a,; PROPOSED LIMIT �,�G, . 70 ,,,;hs59!3 ;'t,,a?:; / OF DISTURBMICE COiV 1 ROL PLA{ -To Co C. �� 236 COARSE �p STK .._.. 27.000 S.F.t \ SAND 11C,NICIA tIUL;1; .EL 13.5 •/ Date: Approved by. DEC. 31. 2013 BY., K.WOYCHUK LS DRY WELL EL 12.7 + t 1 `O/ PROPOSED SOLEL(t3.0) OU / STOCK RLE ARFA EL 12.5 0. EC 12.6 C p TIS. ;"G•�59 i r I•.' EL 13. LAND N F OF .''`:;•::.,�tJ \ Y� PELLEGRINI PECONIC LLC I "`'':':J•' /DRy LL to 4I 4+'�T.:.;.:. b. DEEP �`}1 & PECONIC LAND TRUST �I' ' yy;.::•e` / p �a y Cf• 1,ry•,,;,;•. / 0 4 BEDROOM\, o *ti SANITARY SYSTEM e' w w. '"N CAL. SEPTI:TAN •� I ON'.'•' / (3) DEEP POOLS N ry A- ............ :. :'•,:: EL 11.7 EL(13.0) + 93.5 - - ,r... ,• -W - ---- - -- DECK.W//2ND FLOOR E3ALC EL.12.5 v I s E t ' DRY WELL 13.0 � to E Co ^ted EA fi2 Ni �' S 8'D1Ax5•DEEP DR Y WELL pPOSEO SKT FENCE 8 D P/ 0` ' / EL 10.3 N + �� __j J !' W Sea OF PROPOSED DRIVEWAY. to . STAGING AREA J R \ c I L0 /EL 11.7 AND CONSTRUCTION / ENTRANCE EL 11.4 E N59 15'3D 72A5 L 10.2 I TIER / MON. N59°45'30"W I EL 10.9 249.29' E OF PAVEMENT w.J. - EXiSTING wATER "w CL 9.2 CL ,as WELLS (50cJ9.7ROAD cL 9.3 CL 9.0 CL 8.7 Ow UWGS W/PUBLRC +1 WATER 150' --; U.P.127 ZONED R-40 N DRAINAGE CALCULATIONS: A) DWELLING W COVERED PORCHES=2436 SQ.FT. 2436 It 0.166-404.37 < 405cf REQUIRED (2) WDIA x 5' DEEP DRYWELL=442cf PROVIDED B) DRIVEWAY-3850 SQ.FT. RICHMOND CREEK 3850 x 0.166- 639.icf <640 cf REO. FIRM. ZONE PANEL 162 it 8'DIA x 6' DEEP DRYWELL= 265cf PROVIDED FIRM ZONE X 1j 8'DA x 9' DEEP DRYWELL= 398cf PROVIDED REVISED 01-17-17 ZONED R-80 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 04-25-15 NON-CONFORMING LOT: FRONT 50-MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS REVISE 11-17-14 REAR 60'MIN AND OR DATA OBTAINED FROM OTHERS SIDE 20-MIN (40' TOTAL) NGVD 1929 AREA: 40,000.67" SQ.FT. or 0.92 ACRES lox Lor' COVERAGE ELEVATION DATUM. _______________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO'MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUETURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 1 CERTIFIED TO: 'PATRICK MIZRAHI; MAP OF: ESTATE OF SKWARA FILED: FEB 17, 2015 No.1 1985 SITUATED AT: PECONIC TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK oeProfessional Land Surveying and Design { P.O. Box 153 Aquebogue, New York 11931 FILE #13-206-1 SCALE: 1 "=40' DATE: DEC. 22. 2013 PHONE (631)298-1588 FAX (631) 298-1588 N.Y. RSC. NO. 050882 maintaining the records of Robert J. Hennessy do neth M. Woychuk TYPICAL DRYWELL CROSS SECTION S.C.T.M. N0. DISTRICT: 1000 SECTION: 86 BLOCK: 1 LOT(S): 14.1 (CONC. PRECAST COMPONENTS) B'SLAB FOR NON-TRAFFIC BEARING TYPICAL SILT B'SLAB FOR TRAFFIC LTFARING SCREEN SECTION HEAVY DUN' 50'MIN APPROVED MIST PSE GIST IRON-AND APPROVED IO RPI ARM. YIN.4'DN. COVER TO GRADE 7D EXPM1510N RINGS BUTS FFIC EN TO KEEP GEOTE7RILE FABRIC PTICNLL 1/B%1 MIN.4' '/T SEDIMENT ON SITE SUPPORT POSTS PrtcHmT/8 WOOD OR METAL ® � ❑❑ HAY BAIL AND/OR FLOW DIRECTION I_ SILT FENCING 0 0❑ z LJ EXCAVATED AND M BACKFILLED TRENCH W Q EXISTING GROUND �- OL l✓1 �•�CT Z o N/� /G - - 0 ,. rNRKM w W CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 3' MIN 8' 3/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. COLLAR FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL LAND N/F OF ..>•_-�^-^ PELLEGRINI PECONIC LLC o` + ^^�"��""�"""� & PECONIC LAND TRUST �Q� alJ� tC EEEI"1T �' rAH"C NT ®r ��A�i� ��H�Ir�� ZONED R-80 0,F C0P4STRUCTIC)w Foy aA'° t ELEV. 11.7 Q� PF.�1 1IT 6"Ot A?�j7i��4�111�, Ws' OL DRLBROWN 1.1' Lp �d1RS'! E'rlirti?'SI Fi';:�t1 iMCE f�f�LY i MON. 206 ��-7o SM BROWN R1AR 2 (� 00/ LOAMY SAND 1.0' � ` `i'1sp CN .- PALE VACANT 150' t3.71P BROWN SP MEDIUM ` AF>1&.1' L7cdi . �nt�1'i •t C � 7 r TO 9.1' t .9 COARSE �' FIr`g6 �i �3 poiz �YIXXIiI, T �rINAL SAND b°1 �6;Y° _, _ Ri tliL f I: ®ice' AP ROUND WA �F �(�C-S g BR y• m E-7 ARS �'j^��asSa - -EL 0.5' 55945'30"E 74.93'= \ MEDIUM MON. PROPOSED LIMB TO S54'4"�'3D E OF DISTURBANCE COARSE ao.00„ STK - 27,000 S.F.t SAND ,y• AGRICULTURAL; ta"kd /EL 13 5 \ f EASEMENT' -1 Jr• 1,05824 SF. \ DEC. 31. 2013 O +� I \ \ •��' BY: K.WOYCHUK LSK4: 4 DRY!Eh.. LCA n a1 O 8'DLAx6'DEEP 0 EL 12.7 PROPOSED EL(13.0) STOCK PILE AREA EL 10 C()j \ EL 12.6 �+�q T�. LAND N/F OF o r - - - - - - r7J6_- EL 113.g) PELLEGRINI PECONIC LLC r RYELL \ to �I , & PECONIC LAND TRUST �w I ooQ ^yF�F==•• /a'D 'DEEP \ ~O� o,�`}1 �+ I I y`�°�- iq0•�'- PR SED 4 BEDROOM o /TRAP 1.00 'D sEcMraN (3)B'D 'DE POOLS '�`'• Oe Q' 0� FP%S MEL 11.7 I EL(13.0) 93.5 �* W. I DECK W/2ND / O .t� N�y'g EL 12.5 -•-- _ ---- - - -1.1 _ W Q °^ SCENIC- �' 67 , BLDG.ENVELOPE DRY WELL �`� / 13.0) /" G� co y. EASEMENT: �1 X2° Lr O' = O.O PROP PN -SDEP' 8'DEP r 15 EL 10.3 5,37357 S.F- 5 e' .E SLLT l(„ ' EQ�OQ CONCRETE WISH OUT AREA r !�•I' trll -/ J IN BED OF PROPOSED DRIVEWAY. /' /PROPOS STAGING EAREA Lo In A/� 8I I I SEL 11 7 AND CONSTRUCTION M ! ENTRANCE F EL 10.2 ; � a I I R / EL 11.4 .SV MoN. N59045'30"W 4Q DIIAIN EL 10249.29' .9 O/ / d), _ _ _ / w.v' EXISTING WATER MAIN-/ - - - - - - - - - -EDGE vt- - - - IR CL 9.2 �L 9.5 WELLS (50GJ9.71R0AD CL 9.3 CL 9.0 CL 8.7 -}� U P 828 DWELLINGS W/PUBLJC ' 1 WATER 150' -� P/27 ZONED R-40 - - �"' N DRAINAGE CALCULATIONS: g 4S� A) DWELLING W/COVERED PORCHES=2436 SQ.FT. 1m�' 2436 x 0.166=404.37 < 405cf REQUIRED (2) B'DIA x 5' DEEP DRYWELL=442cf PROVIDED B) DRIVEWAY=3850 SQ.FT. RICHMOND CREEK 3850 x 0.166= 639.1cf <640 cf REQ. FIRM ZONE PANEL 162 S1 B'DIA x 6' DEEP DRYWELL= 265cf PROVIDED FIRM ZONE X (I B'DIA x 9' DEEP DRYWELL= 398cf PROVIDED REVISED 01-17-17 ZONED R-80 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 04-25-15 NON-CONFORMING LOT: FRONT 50'MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS REVISE 11-17-14 REAR 60'MIN AND OR DATA OBTAINED FROM OTHERS SIDE 20'MIN (40' TOTAL) NGVD 1929 AREA: 40,000.67 SQ.FT. or 0.92 ACRES 209 LOT COVERAGE ELEVA770N DATUM. _ ______ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 77-IE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 1 CERTIFIED TO: PATRICK MIZRAHI; MAP OF: ESTATE OF SKWARA FILED: FEB 17, 2015 No.1 1985 SITUATED AT: PECONIC TOWN OF: SOUTHOLD - KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design { P.O. Box 153 Aquebogue, New York 11931 FILE 13-206-1 SCALE: 1 "=40' DATE: DEC. 22. 2013 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S !ISC. NO. 050882 maintaining the records f of Robert J. Hennessy & Kenneth M. Woychuk TYPICAL DRYWELL CROSS SECTION S.C.T.M. NO. DISTRICT: 1000 SECTION: 86 BLOCK: 1 LOT(S): 14.1 (CONC. PRECAST COMPONENTS) r�FOR NDN-TRAFFIC BE1WNo TYPICAL SILT 8•SUS FOR TRAFFIC BEARING SCREEN SECTION NEAVr DUTY 50'MIN• LI APPROVED NW P7� CAST T I O FRAME AND APPROVED o W UK - NDS EXPANS" =HAY GEOTEXTILE FABRIC PIMED 1/B%1' MIMED41�/'. T ON SITE SUPPORT POSTS W000 OR METAL ®1=1000 0❑❑ ND/OR FLAW DIRECTION ❑NGEXCAVATED AND BACKFlLLEO TRENCH d; \� EXISTING GROUND J/ /�`• "'ll a numwx W W CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 3' MIN. $' 3/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. COLLAR PILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL LAND N/F OF PELLEGRINI PECONIC LLC off} & PECONIC LAND TRUST ZONED R-80 w ELEV. 11.7 3 OL OR BROWN 1.1' LOAM MON. r9 SBROWN M GAMY SAND 1.0' 04 PALE VACANT 150' .- BROWN SP MEDIUM 9.1' 'x' `.' �`r � O COARSE (ZIP SAND y!•od r ~~'+�G'��` _ _ �" HI HEST EXPEC EL 0,5' S59745'30"E MON. PROPOSED LIMIT MEDIUM ;,...s�3'!"13o B Six G - / OF 27,000 SF.*DISTURBANCE \ COARSE 4onoa:., ^''_ -•• I d SAND '`i�Atci�rifM. 5 \ •Oct. [1 DEC. 31. 2013DRY WEt� \ ®Al) BY: K.WOYCHUK LS a p / 8'DIAx6,% t L_ / VJ \ EL 12.7 l� L�� SROPOSED SOIL I TOCK PILE AREA EL 10 EL(13.0) n�0� EC 12.6 LAND N F OFEL3•q, PELLEGRINI PECONIC LLC : I �• o� \ tl1 4I�' & PECONIC LAND TRUST ,r I 2 c° /a�'o 'DEEP � ``� �///� \BEDROOM\ i"`.<r, ti a •j V�ANO /TRAP SANITARY w 1` '.:< O' ° ryb• 13)000 GALS C TAN T`.. Vii. :;` I i h J�'�C`tih•s / � 8. •D POOLSto \ a s,►�a s e;r� 1 w x,i}YM1`"w wF1 11.7 I EL(13.0) �J' ti• ST g 93,5 o0' 10 a FLOOR W12ND ! J�) _ y�EL 12.5 6 e• \ / - - - - - 0 - y �L ) Q �� F ZQ O� C° �,[t O O� L BLDG.ENVELOPE DRY WELL s`�... / 13.0 D ROPDSED SILT FJWC 8'DWN9'DEEP/ / 110.3 + gni` ,,: ~ �'��"L _..-..- .I 1 -•--I P�°e CONCRETE WASH OUT A IN B REA OF PROPOSED DRIVEWAY. zi PROPOSED 3' STAGING AREA LLO / AND CONSTRUCTION ...t{ I g/ I / EL 11.7 ENTRANCE EL 10.2 EL 11.4 " MON. N59045'30"W IDRAIN 249.29' EL 1o.s / EDGE Of MMENT V - EXISTING WAFER MAIM-/* /..- CL 9.2 9.5 WELLS Ooc�)9.7ROAD CL 9.3 CL 9.0 CL 11.7 mpfm DWELLINGS W/PUBLIC (•C.�/ WATER 150' Y.P./27 - ZONED R-40 -� N --m- DRAINAGE CALCULATIONS: N 1 A) DWELLING W/COVERED PORCHES=2436 SQ.FT. 2436 x 0.166=404.37 < 405cf REQUIRED (2) 8'DIA x 5' DEEP DRYWELL=442cf PROVIDED B) DRIVEWAY-3850 SQ.FT. RICHMOND CREEK 3850 x 0.166- 639.1cf <640 cf REQ. FIRM ZONE PANEL 162 1 8'DIA x 6' DEEP DRYWELL= 265cf PROVIDED FIRM ZONE X 1 WDIA x 9' DEEP DRYWELL= 398cf PROVIDED ZONED R-80 77-1E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 10-15-17 NON-CONFORMING LOT: FRONT 50'MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS REAR 60 MIN SIDE 20-MIN (40' TOTAL) AND OR DATA OBTAINED FROM OTHERS AREA: 40,000.67 SQ.FT. or 0.92 ACRES 207. LOT COVERAGE ELEVA77ON DATUM: _NGVD 1929 UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARAN7FES INDICA7ED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARAN7EES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT IN7E'NDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUL'TURES RECORDED OR UNRECORDED ARE NOT GUARAN7FED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 1 CERTIFIED TO: PATRICK MIZRAHI; MAP OF: ESTATE OF SKWARA FILED: FEB 17, 2015 No.11985 SITUATED AT. PECONIC TOWN OF: SOUTHOLD V KENNETH-M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK - Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FILE #13-206-1 SCALE: 1».=4O DATE: DEC. 22. 2013 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 86 BLOCK: 1 LOT(S): 14.1 LAND N/F OF ('��ELLEGRINI PECONIC LLC o�+ " T' F -,& PECONIC LAND TRUST act' D �---',' .'"i~-'v` III ZONED R-80 MAR 5 2019 �" • ��•�� / MGN. sANrraer LocAnoN ,g� :•'�w: POIN1'A'I POINT'S' SEPTIC TANK 83 LP#1 74' t]411' LP P 84.5' 4' LP+3 70' W. S59"45'30"E Y., 74.93':' MON. •':;AGI�ICIA.TIJRAL;. EL 13.5 f :.'EASEMPIT ':•: O .......... ..•.:1++•t~ DECK EL 12.7 M Nil INGROUND LP&S EL J2 EL 12.8 j}( EGRESS �� '�•:4• EL 12.8 WINDOW WELL LAND N F OF �g PELLEGRINt PECONIC LLC 4v to & PECONIC LAND TRUST o ;;'' "�,ryry nit". 4 EOROOM O L [TAW SYSTEM 0 '•' ':...' R ''•'AO��'h .':••? 1, GAL SEPTIC TANK w-1 �:,..:•.: •h�.: �i"�•�6:,. 8'DA WOW P POOLS 11.790.0' EL 13.0 :•hO�l { T :•' P - - _ { •'s"..i::',i' - WOOD STOOP WfXL �.• :.M:: EL 13.0 COT � C1 EL 10.3 L6 EL 11.7 • :.•'.:�.::•::: .:..,...;::�'� : EL 11.4 EL 10.2 MON A N59045'30"W 249.29' EL 1o.s -t EDGE OF PAVEMENT _. ._ Y - - EXISflNG WATER MAIN .. •. _.._ '- - . . CL 9.2 ELLS (50 )• READ-.._ .._.._.._.._. ._• CL 9.5 CL 9 CL 9 7 .3 CL 8.0 CL 8.7 U.P.128 Ln ZONED R-40 —� N N 1 RICHMOND CREEK FIRM ZONE PANEL 162 FIRM ZONE X FINAL SURVEY 02-02-19 ZONED R-80 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 10-15-17 NON-CONFORMING LOT: FRONT 50'MIN LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS REAR 60 MIN SIDE 20-MIN (40' TOTAL) AND OR DATA OBTAINED FROM OTHERS.AREA: 40,000.67 SQ.FT. or 0.92 'ACRES 20% LOT COVERAGE ELEVA77ON DATUM.- NGVD 1929 ----—__ UNAUTHORIZED AL 7FRA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SECTION 7209 OF THE NEW YORK STA TE EDUCA 77ON LA W. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTTON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT 77-IE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF- LOT 1 CERTIFIED TO: PATRICK MIZRAHI; MAP OF: ESTATE OF SKWARA FILED: FEB 17, 2015 No.1 1985 SITUATED AT: PECONIC TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design r o'wwa P.O. Bog 153 Aquebogue, New York 11931 FILE #13-206-1 SCALE: 1 "=40' DATE: DEC. 22. 2013 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Boychuk S.C.T.M. N0. DISTRICT: 1000 SECTION: 86 BLOCK: 1 LOT(S): 14.1 D R!��n DD SUFFOLK COUN d Y DEPARTME!MT OF HEALTH SERVICES d� APPROVAL OF COQ JSTIRUCTEIa�IUORKS FOR APR 1 1 2019 � too � A:�Ir GLE FATMILY Cil"iIDE.NCE VAR 2 7 2019 �, p_ p - , o�y �W �L Date H.W.Ref, No. Q l��` D/ MU1LD2 C.M'p' The and sewage d'+.� cs 1. rvn TOWN®E+ S®UTtI'.�•iL;D � f�i P�1 1cr C,°u G�}!EuG1IItIF°a z+,4t1:s t;w:lisn have been to o I.nspecla and/or aimfieki by fails Deparinent or otf;r Pgancles and found to be sat-si3ctay+FOR A 44 ' iRM(i1��I; BEi�€"t�JOM 9. Craig R6^eppeP, P.E.,Chief 6ff ce®f wastes Ana ement LAND N/F OF PELLEGRINI PECONIC LLC o�+ & PECONIC LAND TRUST ZONED R-80 � ,b :. ..�R, T'1 ••' .��: MON, ..4p•:' 6 :• t9p SANMARY LOCATION L•• �.,;[�` f POINT'A'I POINT'S' t4°h ::.•'• yF•O SEPTIC TANK 67' 48' LP/1 74' 44' d '•' O:�.:':�,.:• ,� LP/2 84.5' 84' 7 0. S59045'30"E 58, MON. .:::•'S59.45'$Q�E:,::��':•' STK. •'•';AGRICULNRAL'• EL 13.5 f p :�a1„• DECK EL 12.7 O 2N0 K �•( fNCROUND LP BAS EL J2 �Y EL 12.6 .• EGRESS 'L:, W WINDOW WELL . 1 "+:,;.. 0. 12.8 LAND N/F OF o`� .':• ,� ;cF::.: PELLEGRINI PECONIC LLC ay & PECONIC LAND TRUST , 4 EORaoM Oo :� ': : 1' ;3';., MARY SYSTEM ! ':•••:';,.•';•'. 3' R!'•::•O ':::•" 1. CAL SEPTIC TANK .:•...••.: O' ,6':••' 8'OWt6'DEEP POOLSCot ;ry EL 11.7 _90.0, EL 13.0 :;':;y0' _k -A ;.:• ;.. .w W/BALL NY — `•;..i';:•:';: ''.r;.C..' (8'X13) — ': V. ::C�=: m "•` EL 13.0 POI 1�j;r;;:•:;:::.•� },.:.• •:::lr;:• Y EL 10.3 I` :.s SJ p: N In Lri LO � •..::•,;;.••.;.:;'::'.:;::;'•:;;::.::•• �i"� EL 11.7 t' R EL 11.4 EL 10.2 .:•N5.r.:5r0'�ii:.r•'••'.7�45r Mo"• N59045'30"W 249.29' E< los • � ••— EXISTING 4VAiER MMPI — � CL 9.2 0l•9.5 WELLS (50') ]ROAD _ CL 9.7 CL 9.3 _ CL 9.0 _ GL 6.7 � cp, -H U.P./28 Ln ZONED R-40 --` N N 1 RICHMOND CREEK FIRM ZONE PANEL 162 FIRM ZONE X FINAL SURVEY 02-02-19 ZONED R-80 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 10-15-17 NON—CONFORMING LOT: FRONT 50'MIN LOCA71ONS SHOWN ARE FROM FIELD OBSERVA77ONS REAR 60 MIN AND OR DATA OBTAINED FROM OTHERS LOT C 209 Or C AREA: 40,000.67 SQ.FT. or 0.92 ACRES SIDE (40' TOTAL) _Y OVERAGE ELEVATION DATUM: -NGVD 1929 UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW, COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 1 CERTIFIED TO: PATRICK MIZRAHI; MAP OF: ESTATE OF SKWARA FILED: FEB 17, 2015 No.1 1985 SITUATED AT: PECONIC TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design #� P.O. Box 153 Aquebogue, New York 11931 FILE #13-206-1 SCALE: 1 =40' DATE: DEC. 22. 2013 PHONE (631)298-1588 FAX (631) 298-1588 N.Y S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk REScheck Software Version 4.6.4 Compliance Certificate Project Mizrahi Residence Energy Code: 2015 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,178 ft2 Glazing Area 30% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3960 Wells Road Wilfredo Rivera Peconlc, NY Wilfredo Rivera,Architect 6 Wagon Wheel Court Smithtown, NY 11787 516-458-1129 rivera.architect@gmail.com Compliance: 10.6%Better Than Code Maximum UA: 681 Your UA. 609 Maximum SHGC. 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 757 49.0 0.0 0.026 20 Ceiling 2: Cathedral Ceiling 119 49.0 0.0 0.022 3 Ceiling 3: Cathedral Ceiling 712 38.0 0.0 0.027 19 Wall 1:Wood Frame, 16" o.c. I' 3,749 21.0 0.0 0.057 147 Window 1: Wood Frame:Double Pane with Low-E 776 0.290 225 SHGC- 0.29 Door 1: Solid 36 0.390 14 Door 2: Glass 354 0.300 106 Zr All-Wood Joist/Truss:Over Unconditioned Space ® 1,588 19.0 0.0 0.047 75 Compliance Statement. The proposed building design described here is consis wilding plans, specifications, and other calculations submitted with the permit application.The proposed building R s i� eet the 2015 IECC requirements in = REScheck Version 4.6.4 and to comply with the mandatory requirements ' tit �t ection M/Aft /ham �� ' u Name-Title Signatur o Date � a � A 10 Project Title: Mizrahi Residence �� Report date: 04/06/17 Data filename: C:\Users\Fred\Doc u m ents\F red dy's Documents\FRED R ECT\16101- Pagel of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC.rck REScheck Software Version 4®6.4 S µ Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. `section -•�,,>". esz%,.;,;, as'-Ven v�ewOA-'Ins' Coinm ewle . 'Ve'i ivi �d.zb enyz„t.s/Asssm,.p.t.isn, �MPlies s;tnlPlaney % , 103.1, ;Construction drawings and ?` ''"y"` ,;;; /iced El Complies 103.2 documentation demonstrate ' r, y%4' ''; ;,, j! q` %% '""" ;yam❑Does Not [PR1]1 ;energy code compliance for the �,y/Yj ✓% :building envelope.Thermal �` / %mi'°'% " y '''F ❑Not Observable `envelope represented on ❑Not Applicable construction documents. 103.1, ,Construction drawings and G-%%i /,i,,;y,,,��a,; ��'��:' /„��:y:,ci��:❑Complies ; 103.2, (documentation demonstrate %�`"` ��; .; ,,,a��:�/';.%'; ,.;y/.�;j❑Does Not t 403.7 ;energy code compliance for �} ; '.'j/j � 1 ; / IMP Observable F [PR3] ,lighting and mechanical systems. /� ,, yip%5 <,s., ,,,,y:;%, , .❑Not Applicable Systems serving multiple °"' '%�� x. ��'FF''/-.%��gv"'F !dwellingunits must demonstrate `' �' r ' r,� r ' .compliance with the IECC Commercial Provisions. , 302.1;. I Heating and cooling equipment is Heating: ! Heating: ;❑Complies 403.7 !sized per ACCA Manual S based Btu/hr Btu/hr '❑Does Not [PR2]2 ' Ion loads calculated per ACCA Cooling: Cooling: ; Manual J or other methods Btu/hr Btu/hrI❑Not Observable , l approved by the code official. _ ❑Not Applicable i F F Additional Comments/Assumptions: 11 High Impact (Tier 1) 1,2 IMediurn Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 04/06/17 Data filename: C:\Users\Fred\Documents\Freddy's Documents\FRED RIVERA, ARCHITECT\16101- Page 2 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC.rck Compl 10, 303.2.1 'A protective covering is installed to 'ElComplies [FO11]2 protect exposed exterior insulation ':E]Does Not and extends a minimum of 6 in. below ;F�Not Observable' :E]Not Applicable 403.9 Snow-and ice-melting system controls'ElComplies installed. :E]Does Not :FlNot Observable! :E]Not Applicable Additional Comments/Assumptions: I I High Impact (Tier 1) Medium Impact(Tier 2) 3 Low Imp-act (Tier 3) Project Title: K4brahiResidence Report date: 04/06/17 Data fi|ename: [:\Users\Fred\Docunnents\Fneddy'sDocunnents\FREDR|VERA' ARCHOlECT\l6101' Page 3of y M|ZRAH|-RES|OENCBRESCHECK\M|ZRAH| - PECON|C.rck 0 P 00 e a U v/ �,?IMY ... .... lfl/ia MR/K "is, Mi 402.1.1, Door U-factor. U_ U_ OComplies See the Envelope Assemblies 402.3.4 E]Does Not table for values [FR111 ;E]Not Observable E]Not Applicable 402.1.1, Glazing U-factor(area-weighted U-_ U_ 'ElComplies See the Envelope Assemblies 402.3.1, average). E]Does Not table for values 402.3.3, 402.3.6, EJNot Observable 402.5 ONot Applicable [FR2]1 303.1.3 U-factors of fenestration products e/1,/F///E1Complies [FR4]1 are determined in accordance 2.E]Does Not with the NFRC test procedure or "E]Not Observable taken from the default table. _11\1of Applicable F 402.4.1.1 'Air barrier and thermal barrier ,Licomplies [FR23]1 installed per manufacturer's ,E]Does Not instructions. ENot Observable E]Not Applicable 402.4.3 Fenestration that is not site built E]Complies [FR20]1 is listed and labeled as meeting LJDoes Not AAMA/WDMA/CSA 101/i.S.2/A440 10 'or has infiltration rates per NFRC JE]Not Observable 400 that do not exceed code E:]Not Applicable �Iimits. 40�A.5 1IC-rated recessed lighting fixtures i E]Complies tFRAI�_ .sealed at housing/interior finish .ZlDoes Not :and labeled to indicate:52.0 ctm �deakage at 75 Pa. ..E]Not Observable 1LJNot Applicable 403.2.1 Supply and return ducts in attics 9/00011011! E I C o m p e s [FR12]1 insulated >= R-8 where duct is POO;/ !E]Does Not >= 3 inches in diameter and >= R-6 where < 3 inches.Supply and E]Not Observable return ducts in other portions of M [:]Not Applicable ,the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.3.5 ,Building cavities are not used as ElComplies [�R15]3 ducts or plenums. 'LJDoes Not DNot Observable /A/m/1- /WWW", 021AWMINK, ",&#W/�MW 11 S/Iff MAN/. TINot Applicable HVAC piping conveying fluids R- R- ;E]Complies !F�1�,12 I above 105 9F or chilled fluids 'E]Does Not below 55 9F are insulated to �tR- :E]Not Observable 3. *E]Not Applicable 403.4.1 Protection of insulation on HVAC �E]Complies [FR2411 piping. 4MINEIDoes Not Admdii /LJNot Observable k, UNot Applicable 40.5.3-1 Hot water pipes are insulated to R- R- 'ElComplies (FR18F `_�t!R-3. 'E]Does Not EJNot Observable E]Not Applicable 403.6- Automatic or gravity damp ers are ;1111W"71; `CComplies [Fkiqi� ,,Jinstalled on all outdoor air gr D o e s N o t 'intakes and exhausts. /"/E]Not Observable _.j F-]Not Applicable 1 High Impact (Tier 1) Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 04/06/17 Data filename: C:\Users\Fred\Documents\Freddy's Docunnents\FRED RIVERA, ARCH ITECT\161 01- Page 4 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC.rck Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 IMedium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 04/06/17 Data filename: C:\Users\Fred\Documents\Freddy's Documents\FRED RIVERA, ARCH ITECT\16101- Page 5 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC.rck 303.1,, 1AII installed insulation is labeled All 06 LJNot Observable TINot Applicable 402.1.1, ;,Floor insulation R-value. R- R- LIComplies :see the Envelope Assemblies 402.2.6 F1 Wood F1 Wood 'E]Does Not table for values. E] Steel E] Steel :[-]Not Observable 14 :E]Not Applicable 303.2, ,Floor insulation installed per Elcomplies 402.2.7 'manufacturer's instructions and iall P/1,E]Does Not [IN211 :in substantial contact with the ",ell ON/0, E]Not Observable ;underside of the subfloor, or floor 1,'UNot Applicable 4raming cavity insulation is in ,contact with the top side of sheathing, or continuous V1 Jnsulation is installed on the Ulrv�"111` :underside of floor framing and :extends from the bottom Ito the ;top of all perimeter floor framing JJ 402.1.1, Mall insulation R-value. If this is a R- R- E]Complies ;,See the EnvelopeAssemblies 402.2.5, !mass wall with at least 11/2 of the F-1 Wood F-1 Wood :E]Does Not table for values. 402.2.6 :wall insulation on the wall . E] Mass mass [IN311 :exterior,the exterior insulation E]Not Observable i :requirement applies (FR10). 'E] Steel E] Steel E]Not Applicable 303.2 Mall insulation is installed per omplies [IN411 manufacturer's instructions. CDoes Not jDNot Observable 'E]Not Applicable AddDtisnaKCmmmments/Asssmnptioms: ` 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impa'ct(Tier 3)Project Title: K0izrah| Residence Report date: 04/06/I7 Data filename: C:\Users\Fred\Oocuments\Fneddy's Oocuments\FRED R!VERA, ARCH[TEClU5101' Page 8 of 9 M|ZRAH|'RES|DENCE\RESCHE[K\M|ZRAH| ' PE[ON|C.rck —ell vallui 402.1.1, 'Ceiling insulation R-value. R- R- ;E]Complies :See the Envelope Assemblies 402.2.1, F-1 Wood F_� Wood 'E]Does Not table for values, 'EJ Steel E] Steel 1E]Not Observable 402.2.6 E]Not Applicable 303.1.1.1, :Ceiling insulation installed per 303.2 !manufacturer's instructions. 211, PDoes Not [F1211 Blown insulation marked every r/l/lAMEINot Observable E]Not Applicable 402.2.3 Nented attics with air permeable E]Complies ga gg iinsulation include baffle ai /00 !to soffit and eave vents that 'extends over insulation. E]Not Observable E]Not Applicable 402.2.4 Attic access hatch and door R- R- TIComplies [F1311 linsulation �:R-value of the :E]Does Not adjacent assembly. '[:]Not Observable :E]Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 :E]Complies [FI17]1 lach in Climate Zones 1-2, and UDoes Not <=3 ach in Climate Zones 3-8. :E]Not Observable ;E]Not Applicable 402.4.2 Mood-burning fireplaces have �,M,1511 ElComplies PIT'R WF11,111 [F18]2 !tight fitting flue dampers and V 1EIDoes Not loutdoor air for combustion. Not Observable ble 403.2.3 :Duct tightness test result of<=4 cfm/100 cfm/100 ElComplies <=3 cfm/100 ft2 without air ;E]Not Observable !handier @ 25 Pa. For rough-in tests, verification may need to :E]Not Applicable occur during Framing Inspection. 403.3.2 :Ducts are pressure tested to cfm/100 cfm/100 ;E]Complies [F127]1 'determine air leakage with ft2 ft2 :E]Does Not either: Rough-in test:Total I !leakage measured with a [:]Not Observable !pressure differential of 0.1 inch �,E]Not Applicable ;w.g. across the system including !the manufacturer's air handier ,enclosure if installed at time of test. Postconstruction test:Total leakage measured with a ,pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air :handier enclosure. 403.3.2.1 'Air handler leakage designated Does Not kr_ El [F124]1 !by manufacturer at<=2% of ,clesign air flow. El 2, Not Observable ,,,,E]Not Applicable 403.1.1 Programmable thermostats E]Does Not [FI9]2 iinstalled for control of primary heating and cooling systems and initially set by manufacturer to E]Not Observable i code specifications. E]Not Applicable 403.1.2 Heat pump thermostat installed E I C o rn p I e s Jon heat pumps. E]Does Not Y�;e�,E]Not Observable /M E]Not Applicable '40M 0 00 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: MiznahiResidence Report date: 04/06/17 Data filename: C:\Users\Fred\Documents\Freddy'sDocumentsFREDR|VERA' ARCH[[E[T\l6101' Page 7of 9 M|ZRAH|-RE5|DENCE\AESCHECKlK4|ZRAH| ' PECON|C.rck !Re ons f AM 403sl,' lCirculating service hot water LJComplies 'systems have automatic or P", accessible manual controls. UNot Observable 2E]Not Applicable 403.6J,- All mechanical ventilation system tF1251�,_; Jans not part of tested and listed DDoes Not HVAC equipment meet efficacy E]Not Observable and air flow limits. 'ONot Applicable 403.2 Hot water boilers supplying heat ',AE]Complies [F126j2 through one-or two-pipe heating Not 41 systems have outdoor setback control to lower boiler water E]Not Observable licable !temperature based on outdoor E]Not App 403.�'1;1' Heated water circulation systems "DComplies M281 )have a circulation pump.The E]Does Not system return pipe is a dedicated []Not Observable return pipe or a cold water supply ')E]Not Applicable pipe. Gravity and thermos- ?r/z ARM syphon circulation systems are not present. Controls for circulating hot water system ,pumps start the pump with signal Jor hot water demand within the occupancy. Controls when water is in circulation loop no demand for hot water exists. i z 77 J1 40S.,11'2. Electric heat trace systems F, �Liuomplies tF1291? comply with IEEE 515.1 or UL E]Does Not 515.Controls automatically E]Not Observable adjust the energyvinput to the ';'E]Not Applicable heat tracing to maintain the desired water temperature in the Elcomplies 403.5.2 ',Water distribution systems that have recirculation pumps that E]Does Not pump water from a heated water supply pipe back to the heated ,[:]Not Observable :'E]Not Applicable water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls M/61/011011, that manage operation of the pump and limit the temperature of the water entering the cold J water piping to 1049F. -403.5.4, Drain water heat recovery units ElComplies [F131]2 tested in accordance with CSA E]Does Not B55.1. Potable water-side E]Not Observable pressure loss of drain water heat recovery units < 3 psi for E]Not Applicable individual units connected to one ;side pressure loss of drain water t heat recovery units< 2 psi for individual units connected to ithree or more showers. 404.1 :75%of lamps in permanent MR, "ElComplies EF1611 Ifixtures or 75%of permanent E]Does Not !fixtures have high efficacy lamps. M; !Does not apply to low-voltage E]Not Applicable I I High Impact (Tier 1) 2 medium impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mbrah| Residence Report date: 04/06/17 Data filename: C:\Usens\Fred\Oocuments\FreddysDocuments\FREDRK/ERA' ARCHOECT\lbl0l' Page Bof y M|ZRAH|-RES|DENCE\RE5CHECKlK4|ZRAH| ' PECON|[rck | | 404.1.1 .Fuel gas lighting s stems have Wor IE]Complies y Ida (F123]3 no continuous pilot light. E]Does Not E]Not Observable E]Not Applicable 1EINot Applicable 71 3033 -,Manufacturer manuals for Complies ';systems have been provided. ,E]Not Observable 'E]Not Applicable AdditionaUCmmmmments/A�syummptiions: � I High Impact (Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) , ` Project Title: Mizrah| Residence Report date: 04/06/I7 Data filename: C:\Users\Fnyd\Documents\Fred dy'sOocuments\FREDR|VERA. ARCHDECT\l6IOI' Page 9of g M|ZRAH|'RES|DEN[E\RESCHECklM|ZRAH| - PE[ON|C.rck 2015 IECC Energy Eff' Iciency Certificate InsulationRating. Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 0.29 Door 0.30 0.21 CoolingHeating Heating System: Cooling System: Water Heater: Name: Date: Comments REScheck Software Version 4.6.5 Compliance Certificate nD Project Mizrahi Residence APR 2019 5 Energy Code: 2015 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction , T. Conditioned Floor Area: 3,178 ft2 Glazing Area 30% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: , Owner/Agent: Designer/Contractor: 3960 Wells Road Wilfredo Rivera Peconic,NY Wilfredo Rivera,Architect 6 Wagon Wheel Court Smithtown, NY 11787 516-458-1129 ri ve ra.a rc h itect@ g ma i l.co m o e a e 64if Compliance: 15.1%Better Than Code Maximum UA: 680 Your UA: 577 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum code home. Envelope Assemblies -Gross A.rea Cavitq Cont. Perimeter Ceiling 2:Cathedral Ceiling 1,588 35.0 0.0 0.030 48 Wall 1:Wood Frame, 16"o.c. 3,749 27.0 0.0 0.051 132 Window 1:Wood Frame:Double Pane with Low-E 776 0.290 225 SHGC:0.29 Door 1:Solid 36 0.390 14 Door 2:Glass 354 0.300 106 SHGC:0.21 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,588 30.0 0.0 0.033 52 Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. PP/Q// 01 -5/-es Name-Title ' Signatur �\ O R�(rF /�� Date (V �9 A Project Title: Mizrahi Residence 2950, y Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED R FAfjFj 16101- Pagel of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI-PECONIC-AS BUILT.rck T REScheck Software Versi®n 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified. # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, ;Construction drawings and - ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the (9 :building envelope.Thermal ❑Not Observable :envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate 4 []Does Not 403.7 ;energy code compliance for [PR3]1 :lighting and mechanical systems. ' ❑Not Observable :Systems serving multiple ❑Not Applicable j dwelling units must demonstrate I ;' compliance with the IECC :Commercial Provisions. 302.1, Heating and cooling equipment is;. Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based : Btu/hr : Btu/hr ;❑Does Not [PR2]2, on loads calculated per ACCA Cooling: Cooling: ,❑Not Observable Via) Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1,11 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA,ARCH ITECT\16101- Page 2 of 9 MIZRAHI-RESIDENCE\RESCHECMMIZRAHI - PECONIC-AS BUILT.rck t ' Section # Foundation Inspection Complies? Comments/!Assumptions &Req.ID 303.2.1 �A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ; grade. QNot Observable: ❑Not Applicable ; 403.9 Snow-and ice-melting system controls;❑Complies [F012]� installed. ;❑Does Not " ;❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA,ARCH ITECT\16101- Page 3 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 E❑Does Not ;table for values. [FR111 ;❑Not Observable ;❑Not Applicable 402.1.1, ;,Glazing U-factor(area-weighted ; U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ; ;❑Not Applicable 303.1.3 ;U-factors of fenestration products )❑Complies [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure or 00 ;taken from the default table. ❑Not Observable _J❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable []Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440+ or has infiltration rates per NFRC ,,❑Not Observable 1400 that do not exceed code ❑Not Applicable j limits. 402.4.5 IC-rated recessed lighting fixtures j❑Complies [FR16]2 sealed at housing/interior finish ;❑Does Not and labeled to indicate<_2.0 cfm ❑Not Observable leakage at 75 Pa. �❑Not Applicable 403.3.1 ;Supply and return ducts in attics ! ;❑Complies [FR12]1 insulated>=R-8 where duct is ( I❑Does Not >=3 inches in diameter and >= ! R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for j ;diameter>=3 inches and R-4.2 ;for<3 inches in diameter. ; I 403.3.5 ;Building cavities are not used as 1 10Complies [FR15]3 !ducts or plenums. f I❑Does Not j 'J I �❑Not Observable ❑Not Applicable 403.4 IHVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to;-R- 1 3. Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ,❑Complies [FR24]1 ;piping. I !E]Does Not V ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]? _R-3. ;❑Does Not ❑Not Observable ' ❑Not Applicable 403.6 'Automatic or gravity dampers are :{S{❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' 1 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA,ARCH ITECT\1610 1- Page 4 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 13 1 Low Impact one 3) Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA,ARCH ITECT\1 610 1- Page 5 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck Section Plans Verified , Field Verified `# Insulation Inspection Complies?'- - Comments/Assumptions &Re .ID Value Value, 303.1 JAII installed insulation is labeled J❑Complies (IN13]2 or the installed R-values J❑Does Not provided. ;❑Not Observable 1❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- 1❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable ; I ; 303.2, ;Floor insulation installed per ❑Complies 402.2.7 :manufacturer's instructions and f]Does Not [IN2]1 !in substantial'contact with the (� :underside of the subfloor,or floor - ❑Not Observable framing cavity insulation is in :J❑Not Applicable contact with the top side of ;sheathing,or continuous :insulation is installed on the + underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies 402.2,5, mass wall with at least 1/2 of the ❑ Wood ;E] Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation :requirement applies(FR10). ;EJ Steel ❑ Steel ;❑Not Applicable ; 303.2 Wall insulation is installed per J❑Complies [IN4]1 manufacturer's instructions. 1EIDoes Not ❑Not Observable ❑Not Applicable j Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA,ARCHITECT\16101- Page 6 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [Fill' ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per I {❑Complies 303.2 •manufacturer's instructions. !❑Does Not [FI2]1 ;Blown insulation marked every 300 ft'. I❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable } 10Complies [FI22]2 insulation include baffle adjacent i ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- !❑Complies [F13]1 :insulation aR-value of the �❑Does Not adjacent assembly. ; ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50= ;❑Complies [FI17]1 ;ach in Climate Zones 1-2,and : ;❑Does Not ; <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 402.4.2 l Wood-burning fireplaces have ; 1❑Complies [FI8]2 tight fitting flue dampers and i TIDoes Not outdoor air for combustion. { ❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 :cfm/100 ft2 across the system or ftz ftz ;❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in I :❑Not Observable :tests,verification may need to : ;❑Not Applicable ;occur during Framing Inspection. 403.3.3 ;,Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [FI27]1 :determine air leakage with ; ftz : ftz :[]Does Not ;either:Rough-in test:Total ;leakage measured with a ; ❑Not Observable !pressure differential of 0.1 inch ;❑Not Applicable ; w.g. across the system including ;the manufacturer's air handler :enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch ;w.g.across the entire system ;including the manufacturer's air !handler enclosure. 403.3.2.1 :Air handler leakage designated ; '"❑Complies [FI24]1 ;by manufacturer at<=2%of I❑Does Not design air flow. I ❑Not Observable i❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Fl9]� installed for control of primary ! ❑Does Not heating and cooling systems and r ; ; initially set by manufacturer to ❑Not Observable code specifications. ; ❑Not Applicable 403.1.2 Heat pump thermostat installed ;❑Complies [FI10]z on heat pumps. {❑Does Not ,❑Not Observable ( J❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA,ARCHITECT\16101- Page 7 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI - PECONIC-AS BUILT.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID ,403.5.1 Circulating service hot water i❑Complies [FI11)2 systems have automatic or I E❑Does Not accessible manual controls. # 1(--]Not Observable (( "[]Not Applicable 403.6:1 SJS!AII mechanical ventilation system i❑Complies [FI25)2 4fans not part of tested and listed 1❑Does Not iiiiii HVAC equipment meet efficacy and airflow limits. ! ,❑Not Observable ! j❑Not Applicable 403.2 Hot water boilers supplying heat E '❑Complies [F126]2 through one-or two-pipe heating ! ❑Does Not systems have outdoor setback control to lower boiler water ]EINot Observable temperature based on outdoor t #❑Not Applicable temperature. I ; 403.5.1.1 Heated water circulation systems ;❑Complies [F128)2 have a circulation pump.The 3❑Does Not system return pipe is a dedicated return pipe or a cold water supply �❑Not Observable pipe.Gravity and thermos- E❑Not Applicable syphon circulation systems are E I not present.Controls for j circulating hot water system pumps start the pump with signal „ E for hot water demand within the occupancy. Controls s 3 automatically turn off the pump + when water is in circulation loop j is at set-point temperature and { no demand for hot water exists. I S 403.5.1.2 Electric heat trace systems �❑Complies [F129)2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically E adjust the energy input to the ( ❑Not Observable heat tracing to maintain the y ;❑Not Applicable desired water temperature in the ( ; piping. 1 403.5.2 Water distribution systems that ; ;❑Complies [F130)2 have recirculation pumps that ! ❑Does Not pump water from a heated water E supply pipe back to the heated E❑Not Observable water source through a cold ; 1❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature ; of the water entering the cold i water piping to 1049F. i 403.5.4 Drain water heat recovery units ( ,❑Complies [FI31)2 tested in accordance with CSA ❑Does Not j B55.1. Potable water-side pressure loss of drain water heat J❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers.Potable water- } side pressure loss of drain water heat recovery units<2 psi for i individual units connected to } three or more showers. ! i 404.1 75%of lamps in permanent ;❑Complies [FI6)1 fixtures or 75%of permanent I 111Does Not ;fixtures have high efficacy lamps.E Does not apply to low-voltage ❑Not Observable lighting. ' - ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA,ARCH ITECT\16101- Page 8 of 9 MIZRAHI-RESIDENCE\RESCHECMMIZRAHI - PECONIC-AS BUILT.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Reg.ID 404.1.1 Fuel gas lighting systems have t f1Complies [F123]3 - no continuous pilot light. 1❑Does Not U f❑Not Observable ;❑Not Applicable 401.3 Compliance certificate posted. I f❑Complies [FI7] ❑Does Not 4❑Not Observable { f❑Not Applicable 303.3 ;Manufacturer manuals for i ;❑Complies [FI18]3 I mechanical and water heating ! ❑Does Not I systems have been provided. 1 { ❑Not Observable ; ( iE]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mizrahi Residence Report date: 03/27/19 Data filename: C:\Users\Freddy\Documents\Freddy's Documents\FRED RIVERA,ARCH ITECT\161 01- Page 9 of 9 MIZRAHI-RESIDENCE\RESCHECK\MIZRAHI -PECONIC-AS BUILT.rck 015 MCC Energy ® m Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 35.00 Ductwork(unconditioned spaces): 1e• • • Window 0.29 0.29 Door 0.30 0.21 • s m 0 • m • Heating System• Cooling System:,--------- Water ystem:Water Heater• Name• Date: Comments D22R04 27-MAR-19 07:47:17 AM V11.00.01 Sales Order Energy and Performance Information Summary Page 1 Customer Name : RIVERHEAD BUILDING SPLY-RVRHEA F_JEREMYJE 962 BURMAN BLVD BLDG A Customer Address : Order Number : SUM95149 y Order Date : 25-OCT-17 Line Unit-id Qty Mark Unit �FR� Unit Description U-val SHGC VLT Energy Star Certification Product Number Glazing Comment ER Divider Comment 1 Al 1 RBS- 1 @ Fam Rm 306 Integrity Inswing French Door 0.28 0.24 0.40 N, NC, SC, S MAR-N-306-00404-00001 3.1mm 272/ 13.Omm arg/3.1mm clr SDLS< 1" 2 Al 1 RBS- 1 @ Master B/R 306 Integrity Inswing French Door 0.28 0.24 0.40 N, NC, SC, S MAR-N-306-00404-00001 3.1mm 272/13.Omm arg/3.1mm clr SDLS < 1" 3 Al 2 RBS- 2@ Family Rm 306 Integrity Inswing French Door 0.28 0.24 0.40 N, NC, SC, S MAR-N-306-00404-00001 3.1 mm 272/13.0mm arg/3.1 mm clr SDLS < 1" 4 Al 1 RBS- 1 @ B/R#3 306 Integrity Inswing French Door 0.28 0.24 0.40 N, NC, SC, S MAR-N-306-00404-00001 3.1mm 272/ 13.0mm arg/3.1mm clr SDLS < 1" 4 A2 1 RBS- 1@ B/R#3 306 Integrity Inswing French Door 0.28 0.24 0.40 N, NC, SC, S MAR-N-306-00404-00001 3.1mm 272/13.0mm arg/3.1mm cir SDLS < 1" 5 Al 1 RBS- 1 @ B/R#2 306 Integrity Inswing French Door 0.28 0.24 0.40 N, NC, SC, S MAR-N-306-00404-00001 3.1 mm 272/ 13.0mm arg/3.1 mm clr SDLS < 1" 5 A2 1 RBS- 1@ B/R#2 306 Integrity Inswing French Door 0.28 0.24 0.40 N, NC, SC, S MAR-N-306-00404-00001 3.1mm 272/ 13.0mm arg/3.1mm clr SDLS < 1" 6 Al 2 RBS- 2@ Entry 306 Integrity Inswing French Door 0.28 0.24 0.40 N, NC, SC, S MAR-N-306-00412-00001 3.9mm 272/ 11.5mm arg/3.9mm clr SDLS < 1" 7 Al 1 RBS- Entry 306 Integrity Inswing French Door 0.28 0.24 0.40 N, NC, SC, S MAR-N-306-00412-00001 3.9mm 272/11.5mm arg/3.9mm clr SDLS< 1" 8 Al 1 RBS- 1@ Library 306 Integrity Inswing French Door 0.28 0.24 0.40 N, NC, SC, S MAR-N-306-00404-00001 3.1 mm 272/13.0mm arg/3.1 mm clr SDLS < 1" Line Unit-id Qty CCL -- WDMA Product Description--- `--- Test Rating and ASTM Certification Product ID -- Size --DP Rating -- Certifing Agency 110 28-MAR-19 10:49:56 AM V11.0.00..01 Sales Order Energy and Performance Information Summary Page 1 Customer Name RIVERHEAD BUILDING'SPLY-RVRHEA F_JEREMYJE 962 BURMAN BLVD BLDG A Customer Address : Order Number : SUM95150 Order Date : 25-OCT-17 Line Unit-id Qty Mark Unit NFRC Unit Description U-val SHGC VLT Energy Star Certification Product Number Glazing Comment - ER Divider Comment 1 Al l RBS- Basement 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC MAR-N-250-00770-00001 3.1 mm 272/ 11.5mm arg/3.1 mm clr SDLS < 1" 2 Al 4 RBS- 2@ Garage, 2 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC @Attic SDLS < 1" MAR-N-250-00770-00001 3.1mm 272/ 11.5mm arg/3.1mm clr 3 Al 2 RBS- 2 @ Garage 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC _MAR-N-250-00770-00001 3.1 mm 272/11.5mm arg/3.1 mm clr SDLS < 1" 4 Al 1 RBS- I@ 2nd FI Bath 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC MAR-N-250-00770-00001 3.1 mm 272/11.5mm arg/3.1 mm clr SDLS < 1" 5 Al 7 RBS- 3@ D/R,4@ 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC Library SDLS < 1" MAR-N-250-00770-00001 3.1mm 272/ 11.5mm arg/3.1mm clr 6 Al 3 RBS- 3@ Library 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC MAR-N-250-00770-00001 3.1 mm 272/ 11.5mm arg/3.1 mm clr SDLS < 1" 7 Al 7 RBS- 3@ B/R#2, 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC 4@Master B/R SDLS< 1" MAR-N-250-00770-00001 3.1 mm 272/ 11.5mm arg/3.1 mm clr 8 Al 2 RBS- 2@Master B/R w/ 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC WOCD SDLS < 1" MAR-N-250-00770-00001 3.1 mm 272/11.5mm arg/3.1 mm clr 9 Al 11 RBS- 3@ D/R, 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC 8@Library, SDLS < 1" MAR-N-252-01136-00001 3.1mm 272/ 11.5mm arg/3.1mm clr 10 Al 4 2@ Upper UR, 2g U __-_------- --------------- pper 251 Integrity Awning Oper/Stat 0.27 0.27 0.46 N, NG Foyer SDLS< 1" MAR-N-251-00938-00001 3.1mm 272/ 11.5mm arg/3.1mm clr D22R04 28-MAR-19 10:49:56 AM V11.00.01 Sales Order Energy and Performance Information Summary Page 2 Customer Name : RIVERHEAD BUILDING SPLY-RVRHEA F_JEREMYJE 962 BURMAN BLVD BLDG A Customer Address : Order Number : SUM95150 Order Date : 25-OCT-17 11 Al 2 1 @ Upper I/R, 1 @ Upper 251 Integrity Awning Oper/Stat 0.27 0.27 0.46 N, NC Foyer SDLS< 1" MAR-N-251-00938-00001 3.1 mm 272/11.5mm arg/3.1 mm clr 11 A2 2 1 @ Upper I/R, I@ Upper 251 Integrity Awning Oper/Stat 0.27 0.27 0.46 N, NC Foyer SDLS < 1" MAR-N-251-00938-00001 3.1 mm 272/11.5mm arg/3.1 mm clr 12 Al 4 RBS- 2@ Family,2 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC @Foyer SDLS < 1" MAR-N-252-01136-00001 3.1 mm 272/11.5mm arg/3.1 mm clr 13 Al 2 RBS- 1 @Family, 1@ 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC Foyer SDLS < 1" MAR-N-252-01136-00001 3.1 mm 272/11.5mm arg/3.1 mm clr 13 A2 2 RBS- 1 @Family, 1@ 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC Foyer SDLS < 1" MAR-N-252-01136-00001 3.1 mm 272/11.5mm arg/3.1 mm clr 14 Al 2 RBS- 2@ Foyer 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC MAR-N-252-01136-00001 3.1 mm 272/11.5mm arg/3.1 mm clr SDLS < 1" 15 Al 1 RBS- 1 @ Foyer 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC MAR-N-252-011360001 3.1 mm 272/ 11.5mm arg/3.1 mm clr SDLS < 1" 15 A2 1 RBS- 1 @ Foyer 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC MAR-N-252-01136-00001 3.1mm 272/11.5mm arg/3.1mm clr SDLS < 1" 16 Al 2 RBS- 2@Living Rm 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC MAR-N-252-01136-00001 3.1 mm 272/11.5mm arg/3.1 mm clr SDLS< 1" 17 Al 1 RBS- 1 @ Living Room 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC MAR-N-252-01136-00001 3.1mm 272/11.5mm arg/3.1mm clr SDLS< 1" 17 A2 l RBS- 1 @ Living Room 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC MAR-N-252-01136-00001 3.1 mm 272/11.5mm arg/3.1 mm clr SDLS < 1" D22R04 28-MAR-19 10:49:56 AM V11.00.01 Sales Order Energy and Performance Information Summary Page 3 Customer Name : RIVERHEAD BUILDING SPLY-RVRHEA F_JEREMYJE 962 BURMAN BLVD BLDG A Customer Address : Order Number : SUM95150 Order Date : 25-OCT-17 18 Al 1 RBS- 1 @ Laundry Rm 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC MAR-N-252-01136-00001 3.1 mm 272/11.5mm arg/3.1 mm cir SDLS < 1" 18 A2 1 RBS- 1@ Laundry Rm 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC MAR-N-252-01136-00001 3.1 mm 272/11.5mm arg/3.1 mm cir SDLS < 1" 18 61 1 RBS- 1@ Laundry Rm 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC MAR-N-250-00770-00001 3.1mm 272/ 11.5mm arg/3.1mm clr SDLS < 1" 18 B2 1 RBS- 1@ Laundry Rm 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC MAR-N-250-00770-00001 3.1 mm 272/ 11.5mm arg/3.1 mm cir SDLS < 1" 19 Al 1 RBS- 1 @ B/R#3 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC MAR-N-250-00770-00001 3.1mm 272/11.5mm arg/3.1mm cir SDLS < 1" 19 A2 1 RBS- I@ B/R#3 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC MAR-N-250-00770-00001 3.1 mm 272/11.5mm arg/3.1 mm cir SDLS < 1" 19 A3 1 RBS- 1@ B/R#3 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC MAR-N-250-00770-00001 3.1 mm 272/11.5mm arg/3.1 mm cir SDLS < 1" 20 Al 3 1@Pantry, 1@ Kitch, 1@ 252 Integrity Casement Sta/Picture 0.26 0.31 0.52 N, NC Laudr SDLS < 1" MAR-N-252-01136-00001 3.1 mm 272/ 11.5mm arg/3.1 mm cir 20 61 3 1 @Pantry, 1 @ Kitch, 1 @ 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC Laudr SDLS < 1" MAR-N-250-00770-00001 3.1 mm 272/11.5mm arg/3.1 mm cir 21 Al l RBS- 1 @ Master Bath 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N,--N-C--- MAR-N-250-00770-00001 3.1 mm 272/11.5mm arg/3.1 mm cir SDLS < 1" 22 Al 1 RBS- 1@ Master Bath 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC MAR-N-250-00770-00001 3.1 mm 272/ 11.5mm arg/3.1 mm cir SDLS < 1" 22 A2 1 RBS- 1@ Master Bath 250 Integrity Casement Oper/Stat 0.27 0.27 0.46 N, NC MAR-N-250-00770-00001 3.1 mm 272/11.5mm arg/3.1 mm cir SDLS < 1" 110 28-MAR-19 10:49:56 AM V11.0.00..01 Sales Order Energy and Performance Information Summary Page 4 Customer Name : RIVERHEAD BUILDING SPLY-RVRHEA F_JEREMYJE 962 BURMAN BLVD BLDG A Customer Address : Order Number : SUM95150 Order Date : 25-OCT-17 Line Unit-id Qty CCL WDMA Product Description Test Rating and ASTM Certification Product ID -- Size --DP Rating -- Certifing Agency GENERAL NOTES Q. PROVIDE EXPANSION, CONTROL AND CONSTRUCTION JOINTS AS N. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR H. COORDINATE WITH THE OWNER FOR THE PLACEMENT OF NEW C. CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM rn : REQUIRED BY APPLICABLE SECTIONS OF ACI 301-84. NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. TELEPHONE, COMPUTER LINES, ALARM SYSTEM AND AUDIO/ VIDEO, ETC. OF RUN, THE UNDERSIDE OF ALL STAIRS SHALL RECEIVE 112" GYP. BD. ZS CNJ I . ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT IN ACCORDANCE WITH SECTION 8307.2 " (AS ADOPTED BY NEW YORK STATE) AND THE 201 6/ 2017 UNIFORM CODE 13. STRUCTURAL STEEL: TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. ANY STUD MAY BE I. ALL WIRING SHALL BE COPPER AND SHALL RUN CONCEALED WITH-IN �' } SUPPLEMENTS, 2015 INTERNATIONAL ENERGY CONSERVATION CODE (AS BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING CONSTRUCTION AND/OR ABOVE CEILINGS. D. AT OPENINGS AROUND CABLES, WIRING, VENTS, PIPES � DUCTS AT t ADOPTED BY NEW YORK STATE) AND 2016 SUPPLEMENT TO THE NEW YORK A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AI5C HOLE IS NO MORE THAN 60 PERCENT OF THE STUD WIDTH, THE EDGEr CEILING AND FLOOR LEVELS SHALL BE SEALED WITH FIRE RATED STAFING cry STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS INCLUDING THE OF THE HOLE 15 NO MORE THAN 5/8 INCH TO THE EDGE OF THE STUD, J. ALL LIGHTING FIXTURES SHALL BE INSTALLED COMPLETE WITH LAMPS. AND CAULKING (3M OR APPROVED EQUAL). I1 a CODE OF STANDARD PRACTICE AND SPECIFICATIONS FOR STRUCTURAL AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR 1 2. IT IS THE INTENTION OF THESE DRAWINGS TO PROVIDE FOR THE CONSTRUCTION JOINTS USING ASTM A-325 OR A-490 BOLTS. NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS K. ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING E. NOMINAL LUMBER (FULL WIDTH AND DEPTH OF SPACE) IS AC OF A NEW RESIDENCE, INCLUDING EVERY ITEM AS SHOWN OR REASONABLY DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE WORK OF OTHER TRADES FOR EQUIPMENT TO BE WIRED BY THIS AS FIRE BLOCKING AS WELL AS ALTERNATE MATERIALS LISTED IMPLIED, OR REQUIRED, TO COMPLETE ALL WORK. B. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS CONTRACTOR I.E. HVAC, ALARM SYSTEMS, ETC. SECTION 8302. 1 1 . 1 �y�Q YIELD STRENGTHS AND SPECIFICATIONS: BORED. USE OF APPROVED STUD SHOES IS PERMITTED WHEN THEY ARE 3. THE DRAWING AND NOTES ARE INTENDED TO BE COMPLETE. SHOULD ANYTHING YIELD ASTM SPEC. INSTALLED IN ACCORDANCE WITH THE MANUFACTURER' S L. UPON COMPLETION THE CONTRACTOR SHALL SUBMIT UNDERWRITERS 22. INSULATION IN THE EXTERIOR WALLS t CEILINGS OF ALL HEATED SPACES SHALL n p BE OMITTED FROM THE DRAWINGS, NECESSARY TO THE PROPER RECOMMENDATIONS. CERTIFICATE FOR WORK UNDER THIS CONTRACT. BE FIBERGLASS BATTS, SIZE AS INDICATED ON DRAWINGS, WITH A VAPOR O) CONSTRUCTION OF THE WORK, HEREIN DESCRIBED, IT SHALL BE THE DUTY OF BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND WINDOWS AND THE CONTRACTOR TO NOTIFY THE ARCHITECT. A. STEEL SHAPES, BARS AND PLATES 36 KSI A-36 O. ALL JOISTS SHALL BE CROSSBRIDGED WITH SOLID BRIDGING AND/OR M. PROVIDE TYPEWRITTEN DIRECTORY SHOWING USE AND LOCATION OF ALL DOORS WITH INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED, v B. STRUCTURAL STEEL PIPE 36 KSI A-501 5/4" x 3" BRIDGING AS INDICATED AT MID-SPAN OR INTERVALS NOT TO CIRCUITS. INSTALLED IN ACCORDANCE W/ N.Y.S. ENERGY CODE. • 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. DO NOT C. STRUCTURAL STEEL TUBING 46 KSI A-500 P'�'� � (n V EXCEED 8'-O" O.C. AND SECURELY NAILED AT EACH END. BRIDGING 14-, D. ANCHOR BOLTS 36 KSI A-36 OR A-307 rr^^ �i SCALE DRAWINGS. WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS SHALL NOT BE NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE N. ELECTRICAL RECEPTACLES SHALL BE WIRED WITH A MAXIMUM OF EIGHT 23. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON DRAWINGS. V J O O Q) TAKE PRECEDENCE. IF DISCREPANCY ARISES BASED ON FIELD CONDITIONS SOLID BRIDGING BETWEEN JOISTS OVER GIRDERS AND PLATES OF PER CIRCUIT AND SHALL RUN TO PANEL WITH BREAKERS AS REQUIRED CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN CONSULT WITH ARCHITECT'S OFFICE BEFORE PROCEEDING WITH WORK OR C. ALL BOLTED STEEL BEAM AND COLUMN CONNECTIONS SHALL BE BEARING PARTITIONS. METAL BRIDGING STRAPS MAY BE SUBSTITUTED FOR A COMPLETE JOB IN ALL RESPECTS. INSULATION AND ROOF DECK. /�/ ORDERING MATERIALS. ERECTED WITH 3/4"0 ASTM A-325 HIGH STRENGTH TENSION CONTROL AND INSTALLED ACCORDINGLY. WHERE PRE-ENGINEERED JOISTS ARE ( r , EO BOLTS (UNLESS OTHERWISE NOTED). UTILIZED FOLLOW MANUFACTURERS REQUIREMENTS. O. ALL LIGHTING AND RECEPTACLE CIRCUITS AT TOILET ROOMS AND WET 24. WINDOWS: r� 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FILING OF ALL AREAS SHALL BE ON GFI CIRCUITS. I APPLICABLE LIABILITY AND WORKMENS COMP. INSURANCES AND OTHER • T`�'� p �„l REQUIRED DOCUMENTS WITH ALL REGULATORY AGENCIES AS REQUIRED IN D. ALL WELDING SHALL CONFORM TO AWS D 1 . I STRUCTURAL WELDING P. THE CUTTING OF THE JOISTS TO FACILITATE THE INSTALLATION OF PIPING A. PROVIDE EXTENSION JAMBS AS REQUIRED. CONNECTION WITH THIS WORK. CODE, LATEST REVISION. ELECTRODES SHALL BE E70 SERIES. WILL ONLY BE PERMITTED WITH THE FOLLOWING LIMITATIONS WHERE P. ALL DEDICATED CIRCUITS, JUNCTION BOXES, RECEPTACLES AND/OR C5 N Z DIMENSIONAL LUMBER IS UTILIZED: SWITCHES AS REQUIRED FOR SPECIFIC EQUIPMENT SHALL BE LOCATED B. ALL STANDARD GLAZING SHALL BE INSULATED SAFETY GLASS (STANDARD U Z G. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING E. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND AS REQUIRED BY EQUIPMENT MANUFACTURER. 5/8") UNLESS OTHERWISE NOTED - COORD. W/ DRAWING DETAILS. ALL SITE AND SAFETY PROTECTION (FENCING, BARRIERS, ETC.) DURING ADEQUACY OF ALL CONNECTIONS THAT ARE NOT FULLY DETAILED ON I . THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT c O THE CONTRACT DRAWINGS. TO EXCEED 2", EXCEPT THAT THE NOTCHING OF TOP OR BOTTOM Q. ALL SWITCHES AND DIMMER CONTROLS TO BE MOUNTED 48" ABOVE C. PROVIDE ALL REQUIRED BLOCKING, INTEGRAL FLASHING, DRIP CAP, !�1 V CONSTRUCTION IN ACCORDANCE WITH ALL APPLICABLE CODES AND EDGE OF JOIST IN THE MIDDLE THIRD OF ITS SPAN WILL NOT BE FINISHED FLOOR, UNLESS OTHERWISE NOTED ON THE PLANS. WEATHER-STRIPPING AND ALL MANUFACTURER ACCESSORIES, ETC. FOR N a ORDINANCES (OSHA, ETC.) TO PROVIDE FOR THE SAFETY OF THE PUBLIC AND F. SHEAR CONNECTIONS SHALL BE DESIGNED TO SUPPORT THE REACTION PERMITTED. THE PROTECTION OF THE SITE AND BUILDING. A COMPLETE INSTALLATION. • �� OF THE BEAM FOR THE MAXIMUM SAFE UNIFORM LOAD UNLESS A R. ALL NEW OUTLETS AND SWITCHES THROUGHOUT SHALL BE LEVITON GREATER REACTION IS REQUIRED AS SHOWN ON THE DRAWINGS. 2. IF CUTTING OF A FLOOR JOIST MORE THAN 2" IS FOUND DECORA WITH MATCHING PLATES (GANG ALL SWITCHES AS REQUIRED) D. GENERAL CONTRACTOR SHALL CONFIRM IN THE FIELD ALL ROUGH 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL NECESSARY, A HEADER THE FULL DEPTH OF THE BEAM SHALL BE WITH SINGLE COVER PLATE. COLOR TO BE SELECTED. OPENINGS BEFORE PLACING ORDERS FOR MATERIAL OR GLAZING. FIELD DEMOLITION, EXCAVATION, CARTING, REFUSE AND THE LEGAL DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL OF ALL G. MOMENT CONNECTIONS SHALL BE DESIGNED FOR THE FULL MOMENT CUT IN TO SUPPORT THE END OF THE JOISTS. MEASURE AND CONTACT ARCHITECT IF ANY DISCREPANCY OCCURS. ALL DEBRIS FROM THE SITE. CAPACITY OF THE BEAM UNLESS OTHERWISE NOTED ON THE DRAWINGS. S. ELECTRICAL MATERIALS, COMPONENTS, DEVICES, FIXTURES, AND WINDOW SIZES AND FINAL ORDERING MUST DE BASED UPON FINAL 3. WHERE PIPES MUST PASS THROUGH JOISTS, HOLES SHALL BE EQUIPMENT SHALL BE LISTED FOR THE APPLICATION, SHALL BEAR THE APPROVED PLANS AND FIELD MEASUREMENTS. H. ALL STEEL SHALL RECEIVE A SHOP COAT OF APPROVED PAINT EXCEPT DRILLED TO RECEIVE THE PIPES. THE DIAMETER OF SUCH HOLES LABEL OF AN APPROVED AGENCY AND SHALL BE INSTALLED, AND USED, 8. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE SURFACES TO BE WELDED, HIGH STRENGTH BOLTED, OR TO RECEIVE SHALL NOT BE MORE THAN 112" GREATER THAN THE OUTSIDE OR BOTH, IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION E. ALL APPLICABLE EXTERIOR AND CONCEALED WOOD PARTS ARE TO BE WORK OF THE GENERAL CONTRACTOR, OWNER OR ANY OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR PERFORMANCE. SPRAY FIREPROOFING. DIAMETER OF THE PIPE. ALL DRILLING OF HOLES SHOULD BE INSTRUCTIONS. (SECTION E3403) PRIMER PAINTED (ALL SIDES) BEFORE INSTALLATION. THROUGH THE NEUTRAL AXIS OR CENTERLINE OF BEAM WHERE 9. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS I. ALL CONTACT SURFACES WITHIN HIGH STRENGTH BOLT CONNECTIONS POSSIBLE. T. THE CONTRACTOR SHALL PROVIDE RECEPTACLES SO THAT NO POINT F. PROVIDE SEALANT AT ALL WINDOW FRAMES, ETC. AT EXTERIOR AND PROJECT MADE BY OWNER, GENERAL CONTRACTOR OR ANY SUBCONTRACTOR AND WELDING AREAS SHALL BE FREE OF OIL, PAINT, LACQUER AND ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN SIX FEET (0) PROVIDE ALL FLASHING AS REQUIRED. ORMATERIAL SUPPLIER UNLESS PROPERLY AUTHORIZED, IN WRITING, BY THE GALVANIZING. 4. WHERE PRE-ENGINEERED JOISTS ARE UTILIZED FOLLOW MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. (SEE PLAN ARCHITECT. MANUFACTURERS REQUIREMENTS. FOR LOCATIONS) G. PROVIDE SCREENS FOR ALL OPERABLE UNITS. J. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR 10. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL COPES REDUCE STRENGTH BELOW REQUIRED VALUES. Q. ALL FLITCH BEAMS, AS MAY BE REQUIRED, SHALL BE MINIMUM U. SMOKE AND CARBON MONOXIDE ALARMS: H. CAULK AND INSULATE ALL GAPS AROUND FRAMES AT INTERIOR. NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, DOUG FIR NO. 2 OR IBETTER (FL) = 900 PSI) THRU-BOLTED WITH 3/4" SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS K. COLUMNS AND BEAMS SHALL BE REINFORCED AS REQUIRED IN ORDER DIAMETER GALVANIZED BOLTS (A-36 STEEL), NUTS AND I . ALL ALARM DEVICES SHALL BE INTERCONNECTED SUCH THAT THE 1. ALL GLAZING P-6" OR LESS A.F.F. OR AS OTHERWISE NOTED SHALL BE IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL TO ACHIEVE THE FULL CAPACITY OF CONNECTING HANGARS, POSTS AND WASHERS, 2 AT EACI-1 END WITH REMAINDER 2'-0" O.C. STAGGERED ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS AS PER INSULATED SAFETY GLASS. ',, FD��'�'✓� �° ;� CONTRACTORS RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. MOMENT CONNECTIONS. CODE SECTION R313, R314 R3 15. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE GENERAL CONTRACTORS R. ALL PLYWOOD SHEATHING SHALL BE EXTERIOR GRADE C-D EXTERIOR, J. PROVIDE GUARDS AND WINDOW FALL PROTECTION PER CODE SECTIONacc SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE L. ALL PIPE AND/OR LALLY COLUMNS TO BE SECURELY BOLTED, LEVELED TYPE I EXPOSURE. APA STRUCTURAL (GRADE STAMPED) UNLESS 2. ALL ALARMS SHALL BE LISTED t INSTALLED IN ACCORDANCE W/ R3 12.2 q ti"r CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR WITH STEEL SHIMS AND PACKED TIGHT WITH NON-SHRINK GROUT. OTHERWISE INDICATED. EXPOSED PLYWOOD SOFFITS SHALL BE A-C THE HOUSEHOLD FIRE WARNING PROVISION OF NFPA72. CHARGE OF ACTS OR OMISSIONS OF THE GENERAL CONTRACTOR, GRADE EXTERIOR, TYPE 1 . 25. DOORS: SUBCONTRACTORS OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER M. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UP. 3. CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH : o, PERSONS PERFORMING PORTIONS OF THE WORK. DWELLING UNIT ON EACH STORY CONTAINING A SLEEPING AREA, A. UNDERCUT ALL DOORS AS REQUIRED TO ALLOW FOR NEW FLOOR N. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY GUYING AND 15. MASONRY: AND WITHIN 1 5OF EACH SLEEPING AREA. MORE THAN ONE SHALL FINISHES, SADDLES, RETURN AIR, ETC. 1 1 . THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING, BRACING REQUIRED TO ERECT AND HOLD THE STEEL FRAME IN BE PROVIDED TO ASSURE THAT NO SLEEPING AREA ON A STORY 15 . . . .. .................................... 51HEETPILING, SHORING, DE-WATERING, ETC., AND THE PROTECTION AND ALIGNMENT AND COLUMNS PLUMB, UNTIL WALLS ARE IN PLACE. A. ALL HOLLOW CONCRETE MASONRY UNITS SHALL MEET ASTM MORE THAN 1 5' AWAY FROM A CM DET. CARBON MONOXIDE B. GENERAL CONTRACTOR IS TO CONFIRM ALL DOOR AND RO 512ES SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT ARE SPECIFICATIONS C-90, GRADE N, TYPE I WITH A MINIMUM ULTIMATE ALARMS SHALL ALSO BE PLACED ON ANY STORY OF A DWELLING BEFORE ORDERING ANY MATERIAL. CONTACT ARCHITECT IF ANY V o TO REMAIN. PROVIDE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND O. BEARING ENDS TO COLUMNS SHALL BE MILLED TO COMPLETE TRUE COMPRESSIVE PRI5M STRENGTH (F'M) OF 1 350 PSI. USE ONLY UNIT THAT CONTAINS A CARBON MONOXIDE SOURCE. DISCREPANCY OCCURS. _;U -1--+ PROJECT CONDITIONS. BEARING. NORMAL WEIGHT UNITS. 4. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, C. PROVIDE EXTENSION JAMBS AS MAY BE REQUIRED. 4 z 12. FOUNDATIONS/ CONCRETE: P. PROVIDE HOLES AS REQUIRED TO RECEIVE MISCELLANEOUS DETAILS AS B. ALL MORTAR SHALL MEET ASTM SPECIFICATIONS FOR TYPE 'S' MORTAR OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE V >~00 U r. REQUIRED. GENERAL CONTRACTOR TO COORDINATE WITH ALL TRADES. WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI. VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY D. PROVIDE FLOOR OR WALL STOPS FOR ALL DOORS (TO BE SELECTED BY 0 o A.. THE EXCAVATION FOR ALL FOOTINGS SHALL HAVE LEVEL, SOLID AND OF THE DWELLING, INCLUDING BASEMENTS #- ATTACHED GARAGES OWNER). UNDISTURBED BOTTOMS. ALL FOOTINGS SHALL BEAR ON VIRGIN, Q. STEEL GIRDERS TO HAVE 1/2" BOLT HOLES @ 4'-0" O.C. , PRE-DRILLED C. ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 BUT NOT INCLUDING CRAWLSPACES AND UNINHABITABLE ATTICS. o E UNDISTURBED SOIL, MINIMUM DEPTHS AS PER DRAWINGS. ALL SOIL IN TOP FLANGES. ALL STEEL CONNECTIONS, SUPPORTS, ETC. TO BE PSI. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER E. PROVIDE ALL REQUIRED BLOCKING, FLASHING ETC. FOR A COMPLETE BEARING CAPACITY ASSUMED AS ONE TON (OR 2,000 Ibs)/S.F. PER SIZED BY STEEL FABRICATOR IN ACCORDANCE WITH APPROVED THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE INSTALLATION. TABLE 840 1 .4. 1 (SOIL CLASSIFICATION 5W, SP, SM, SC, GM f- GC). GC STANDARDS. STEEL TO BE SHOP FABRICATED FROM APPROVED SHOP D. CONTRACTOR SHALL USE LOW LIFT METHOD OF MASONRY ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY SHALL VERIFY IN FIELD PRIOR TO SETTING FOOTING FORMS. DRAWINGS. STEEL GIRDERS TO BE SHIMMED WITH STEEL PLATES ONLY, CONSTRUCTION. AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS 26. PROVIDE AND INSTALL 5/8" GYPSUM BOARD TYPE 'X' OR APPROVED EQUAL"FIRE FABRICATOR TO PROVIDE STEEL SHIMS. SEE FLOOR PLAN FOR STEEL WITH ALL INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM CODE" GYPSUM BOARD (MINIMUM 3/4 HOUR RATED) AT GARAGE AND OVER P B. ALL CONCRETE SHALL BE 4000 P.S.I. MINIMUM. SIZES. E. ALL CONCRETE MASONRY SHALL BE CONSTRUCTED USING RUNNING HORN FOR ALL SMOKE DETECTORS IS PROHIBITED. BOILER ROOM EQUIPMENT AND WALLS ADJACENT TO HABITABLE SPACE AS C. MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE ONE BOND, UNLESS OTHERWISE NOTED. REQUIRED BY STATE AND LOCAL BUILDING CODES. VERTICAL TO TWO HORIZONTAL (STEP FOOTINGS). 14. FRAMING: 18. PLUMBING NOTES: ; F. CELLS CONTAINING VERTICAL REINFORCING SHALL BE FULLY GROUTED. 27. PROVIDE AND INSTALL 5/8" GYPSUM BOARD (MINIMUM), (TYPE "X" AS NOTED), 4� THE ENTIRE WORK SHALL A. BE ACCURATELY FRAMED PLUMBLEVEL AND AENTIRE PLUMBING INSTALLATION SHALL CONFORM TO STATE AND , A. TYPICAL ALL WALLS AND CEILINGS, UNLESS OTHERW15E NOTED. ALL GYPSUM D. FOOTING ELEVATIONS SHOWN ON FOUNDATION PLAN ARE BASED ON A LS�L_ AND CONSTITUTE THE BEST AVAILABLE INFORMATION. IT MAY BE TRUE, WELL SPIKED, BRACED AND ANCHORED TOGETHER TO FORM A G. MASONRY CHIMNEY FLUE LININGS SHALL BE OF TERRA COTTA, LOCAL BUILDING CODES AND ALL AGENCIES HAVING JURISDICTION. BOARD SHALL BE TAPED AND SPACKLED (3 COATS). r?� NECESSARY TO LOWER FOOTINGS DUE TO FIELD CONDITIONS IN RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKING EXTENDING FULL HEIGHT THROUGH THE CHIMNEY CAP (PER SECTION ORDER TO REACH ADEQUATE BEARING MATERIAL. FOOTINGS SHALL THROUGHOUT. UNLESS NOTED OTHERWISE ON THE PLAN, ALL FRAMING R 1003. 1 1 , 1003. 1 1 . 1-1003. 1 1 .6, t 1003. 12) B. SUPPLY AND INSTALL SHUT-OFF VALVES, ON HOT AND COLD WATER 28, THE GENERAL CONTRACTOR IS TO PROVIDE AND ALLOW FOR NEW FLOOR MEMBERS TO BE I G" O.C. TYP. U.O.N. LINES AT EACH PLUMBING FIXTURE. FINISHES THROUGHOUT. w F w A w z NOT BE CONSTRUCTED UNTIL SOIL, PREPARED FOR BEARING, HAS c BEEN REVIEWED AND APPROVED BY THE LOCAL AUTHORITY. H. ALL FIREBOXES SHALL BE LINED WITH FIRE BRICKS AS PER SECTION °p m w w� w a B. ALL WOOD FRAMING SHALL BE CONSTRUCTED AND INSTALLED AS PER R 100 I .5 * R 100 I .6. ASTM C27 OR C 126 I t C 199 FOR MORTAR. C. HOT AND COLD WATER PIPING ABOVE GROUND SHALL BE TYPE 'L' 29. ALL EXTERIOR WOOD TRIM, SIDING, ETC. SHALL BE FACE EDGE AND BACK > x� www war 6zw6o� ¢263 E. NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WALLS, "NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION", LATEST COPPER AND TYPE 'K' COPPER BELOW GROUND. PRIMED (ALL FOUR EDGES) PRIOR TO INSTALLATIONI AS PER SPECIFICATIONS o cop H EDITION. 1. PROVIDE COMBUSTION AIR VENTS AS PER ENERGY CONSERVATION AND REQUIREMENTS OF THE BENJAMIN MOORE PAINT CO " x R w x v rz BUTTRESSES, OR FOOTINGS UNLESS SPECIFICALLY SHOWN. (OR EQUAL). z W< w ww �F mFz zW6 CONSTRUCTION CODE OF NEW YORK STATE. D. ALL HOT AND COLD WATER PIPING SHALL BE WRAPPED WITH 3/4" a H a z o o F. WHERE SLAB ON GRADE IS SUPPORTED ON BACKFILL, THE FILL SHALL BE C. ALL STRUCTURAL WOOD FRAMING, UNLESS OTHERWISE NOTED, SHALL FIBERGLASS PIPE INSULATION AND PRE-FORMED FIBERGLASS FOR 30. GLAZING IN DOORS, SHOWER DOORS, ENCLOSURES, ADJOINING DOORS w z w ° x v° z 6 a w �a6 � Qa3Z o 6� COMPACTED IN LAYERS NOT EXCEEDING 8"TO AT LEAST 95% OF THE BE MINIMUM DOUG FIR NO. 2 OR BETTER WITH BASE DESIGN MINIMUM 16. CONCRETE SLABS: FITTINGS. BATH TUB DOORS $ ENCLOSURES, SHALL BE SO SIZED, CONSTRUCTED, t� p o z m z U-1 ¢E o z MAXIMUM DRY DENSITY PER ASTM D-1 557. FILL MATERIAL SHALL BE Fb 900 PSI; Fv = 180 PSI; Fc (PERP) = 625 PSI; E = I ,600,000 PSI TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY o Hz o z o 0 o a LIMITED TO WELL GRADED SAND OR SAND AND GRAVEL MIXTURE WITH A. ALL SLABS SHALL BE FINISHED AS NOTED ON DRAWINGS AND/OR E. SOIL, WASTE, AND VENT PIPING ABOVE GROUND SHALL BE GALVANIZED THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS 5 x W Z z Q o.<° ¢z�_ D. ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW SPECIFICATIONS. STEEL PIPE UP TO 3 . PIPE 4 AND OVER SHALL BE SERVICE WEIGHT CRACKED OR BROKEN. TEMP./SAFETY GLASS AT AILL WINDOWS AND DOORS AS � LESS THAN I O TO 15% FINES PASSING THE NO. 200 SIEVE ANDA H ,¢.P. u,C?.w¢ w w6 - MAXIMUM GRAVEL SIZE OF 3/4". UNLESS OTHERWISE APPROVED BY THE ARCHITECT. ALL LUMBER SHALL CAST IRON. PER SECTION 8308 GLAZING. ................... BE FREE FROM KNOTS, SHAKES, ROT, FUNGUS, OR OTHER DEFECTS. B. PROVIDE RECESSES AS REQUIRED FOR FLOOR FINISHES, SADDLES, ETC. ua G. CONCRETE SLABS ON GRADE SHALL BE POURED OVER 6 MIL THICK F. PIPING SHALL BE CONCEALED BELOW FLOORS, ABOVE FINISHED 3 1 . ALL (0) GUTTERS AND LEADERS TO BE SEAMLESS /ALUMINUM WITH BAKED � CLEAR POLYETHYLENE FILM VAPOR BARRIER OF TYPE RECOMMENDED E. ALL NEW ROOF JOISTS, HEADERS AND TRIMMERS AND OTHER C. CONSTRUCTION ISOLATION JOINTS IN SLABS-ON-GRADE AT POINTS OF CEILINGS AND BEHIND FINISHED WALLS. ENAMEL FINISH, TYPICAL UNLESS OTHERWISE NOTED. FOR BELOW GRADE APPLICATION. HORIZONTAL WOOD MEMBERS SHALL BE SET WITH THE CROWN EDGE CONTACT BETWEEN SLABS-ON-GRADE AND VERTICAL SURFACES, SUCH UPWARD. AS COLUMN PEDESTALS, FOUNDATION WALLS, GRADE BEAMS, AND G. PROVIDE CLEANOUTS AS REQUIRED. ALL CLEANOUTS SHALL BE MADE 32. ALL CLOSETS TO RECEIVE 3/4" MELAMINE SHELVES (2 MIN.) AND CHROME H. SPREAD FOOTINGS SHALL BE LOCATED SUCH THAT WALLS, COLUMNS, OTHER LOCATIONS AS INDICATED. ACCESSIBLE. PLATED STEEL HANGRODS AT EACH CL05ET EXCEPT LINEN CLOSETS. LINEN PIERS, FOUNDATION WALLS, ETC. ARE CENTERED OVER FOOTINGS IN F. ALL WOOD BEAMS SHALL HAVE A MINIMUM BEARING OF 4". CLOSETS TO RECEIVE (5) 3/4" MELAMINE SHELVES.. BOTH DIRECTIONS UNLESS OTHERWISE NOTED ON THE PLAN. D. CONSTRUCTION CONTRACTION (CONTROL) JOINTS IN SLABS-ON-GRADE H. PLUMBER SHALL SUPPLY AND INSTALL ALL PLUMBING FIXTURES AS G. DOUBLE ALL FRAMING AROUND ALL OPENINGS AND BELOW ALL PARALLEL TO FORM PANELS. UNLESS OTHERWISE SHOWN ON DRAWINGS, INDICATED ON PLANS AND SCHEDULE, OR APPROVED EQUAL. 33• G.C. TO PROVIDE SHOP DRAWINGS OF ALL STAIR CASES FOR REVIEW PRIOR TO I. STANDARD PROCEDURES OF FROST PROTECTION FOR FOOTINGS AND WALL PARTITIONS AND TUB AREAS. PROVIDE JOINTS NOT EXCEEDING 15' IN EITHER DIRECTION AND LOCATED FABRICATION BY THE MANUFACTURER. FOOTING EXCAVATIONS SHALL BE USED FOR WINTER CONSTRUCTION. TO CONFORM TO BAY SPACING WHEREVER POSSIBLE (AT COLUMN J. PLUMBER SHALL DO ALL NECESSARY EXCAVATING, BACKFILLING, BACKFILLING OF FOOTING EXCAVATIONS SHALL BE DONE AS SOON AS H. INSTALL 5/8" DIAMETER(18" LONG) ANCHOR BOLTS (HOOKED ENDS) AT CENTERLINES, HALF BAYS, THIRD BAYS). CUTTING, AND PATCHING REQUIRED TO COMPLETE THIS INSTALLATION. P055113LE TO PROTECT FOOTINGS FROM FROST ACTION. SILL PLATES WITH WASHER AND NUTS SPACED 36" OC; ONE FOOT FROM EACH CORNER(MINIMUM TWO BOLTS IN ANY ONE SILL). E. TO FORM CONTRACTION (CONTROL) JOINTS, USE SAW CUTS 118" WIDE K. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL. J. SLAB ON GRADE, UNLESS OTHERWISE NOTED, SHALL BE 4" THICK, BY 1/4 OF SLAB DEPTH OR INSERTS 1/4" WIDE BY 1/4 OF SLAB DEPTH PERMITS, PAYING ALL FEES, AND HAVING WORK SIGNED OFF BY ALL REINFORCED WITH ONE LAYER OF 6x6 W2.9x2.9 WELDED WIRE FABRIC 1. ALL WOOD BEAMS, JOISTS AND STUDS TO BE KEPT 2" CLEAR UNLESS OTHERWISE INDICATED. AGENCIES HAVING JURISDICTION. CONFORMING TO ASTM A-185. FROM FRONT * SIDES OF CHIMNEYS, AND 4" CLEAR FROM BACK OF CHIMNEY PER SECTION R 1 001 . 1 1 (AND EXCEPTIONS) $ FIG. R 100 1 . 12. F. LOCATION OF ALL JOINTS IN CONCRETE TO BE COORDINATED BY L. PLUMBING CONTRACTOR SHALL PROVIDE FOR ALL CONTROLLED K. WELDED WIRE FABRIC FOR CONCRETE SLABS ON GRADE SHALL BE GENERAL CONTRACTOR WITH JOINTS IN FLOOR AND WALL FINISHES AND INSPECTIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. PROVIDE PLACED 2" BELOW TOP OF SLAB. LAP SPLICE OVERLAP LENGTH TO BE 8" J. PROVIDE ALL LINTELS OR HEADERS NOT INDICATED ON DRAWINGS OVER SHALL BE REVIEWED WITH AND APPROVED BY THE ARCHITECT PRIOR TO CERTIFICATION BY LICENSED PROFESSIONAL ENGINEER, CERTIFYING TO AND SHALL BE MEASURED BETWEEN THE OUTERMOST CROSS WIRES OF ALL OPENINGS. HEADERS ARE TO BE EQUAL TO FULL WIDTH OF POURING OF SLABS. CONFORMITY AND COMPLETENESS OF ENTIRE PLUMBING AND GAS THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE EACH FABRIC SHEET. FRAMING - MIN. (2) 2"x 8" AT INTERIOR(NON-BEARING) WALLS AND (3) SYSTEMS AND SPRINKLER. WITH THE WOOD FRAME CONSTRUCTION MANUAL (ANSI/AF�PA WFCM-201 5) 2"x 12" AT 2"x6" EXTERIOR WALLS OR INTERIOR BEARING WALLS 17. ELECTRICAL NOTES: L. WHERE THE WALLS ARE POURED TO GRADE, AND DAMPROOFED, THE ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC), LATEST 10. MECHANICAL: CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. K. JOIST HANGERS, HOLD DOWN CLIPS, ETC. SHALL BE SIMP50N EDITION. DESIGN CRITERIA JU CARE SHALL BE TAKEN TO BRACE WALLS AS REQUIRED TO PREVENT STRONG-TIE CO., INC., OR APPROVED EQUAL (SECURED WITH ANNULAR THE DESIGN AND INSTALLATION OF THE MECHANICAL SYSTEM, MAINTENANCE, d: CAVE-INS. BACKFILL TO BE FREE OF WOOD, TRASH, ETC. NAILS, ETC. AS PER MANUFACTURER'S SPECIFICATIONS) FOR ALL FLUSH A. CONTRACTOR TO PROVIDE FOR ALL ELECTRICAL CONNECTIONS, ALTERATION, AND TEST REQUIREMENTS, SHALL COMPLY WITH CHAPTERS 12 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR l0: STRUCTURAL CONNECTIONS. PROVIDE SADDLE-TYPE, HEAVY DUTY LIGHTING AND POWER CIRCUITS, BREAKERS, ETC. AND RELATED WORK THROUGH 24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. sN°� speed DESIGN DESIGN UNDER- FLOOD FREEZING 0 MI. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW BEAM HANGERS AS REQUIRED. ALL EXTERIOR CONNECTORS FOR ALL EQUIPMENT PERTAINING TO WORK. LOAD (mph) CATEGORY Weathering Frost line Termite Decay TEMP. LAYMENT HAZARDS INDEX p: GRADE (EXCEPT SLAB AREAS) SHALL BE DAMFROOFED WITH "CARLISLE" depth REQUIRED IL CCW MIRA-DRI 860/86 ISELF-ADHERING SHEET-APPLIED FASTENERS, ETC. SHALL BE STAINLESS STEEL. PROVIDE WELDED STEEL 20. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED CONNECTIONS FOR ALL FRAMING HANGERS, ETC. AT STEEL BEAMS, B. ALL UNITS SHALL BE THROUGH-WIRED. WITH ONE LAYER OF 30# MIN. WATERPROOF BUILDING PAPER(OR APPROVED 140 ,� REQUIRED SITE WATERPROOFING SYSTEM W/CCW MIRADRAIN 6200 PANELS - C SEVERE 36 MODERATE sODE AT II° ase COLUMNS, ETC. EQUAL). 201b. TO MODERATE sPEclElc INSTALLATION IN ACCORDANCE W/ MANUFACTURERS SPECIFICATIONS mph (AS PER DESIGNED BY: WR REQUIREMENTS: C. PROVIDE ALL UNITS FULLY EQUIPPED WITH BRACKETS, HANGERS, CLIPS, FEMA) L. PROVIDE AND INSTALL ALL FIRE STOPPING, CATS, BLOCKING, ETC. AT ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. 2 1 . FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT DRAWN BY: WR N. 5/8" DIAMETER FOUND. ANCHOR BOLTS EMBEDDED 7" INTO CONC. EXTERIOR WALLS AND BEARING WALLS AND AS REQUIRED BY CODE OPENINGS (BOTH VERTICAL � HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE Exposure Category Exposure B AND/OR JOB CONDITIONS. D. THIS DRAWINGS SHOWS LIGHTING DIAGRAMMATICALLY ONLY; DO NOT BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE CHECKED BY: WR FOUND. W/ (LBPS 5/8) 51MP50N STRONG TIE BEARING PLATES AT 36" SCALE FOR LOCATION. IN ACCORDANCE WITH CODE SECTION 8302. 1 I AS FOLLOWS: Wind-Borne Debris region : within I mile from the coast Cn O.C. A MIN. OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 DATE: 10-28-16 INCHES OF EACH END OF BOTTOM PLATE AND WITHIN 12" OF ALL M. ALL NEW WINDOW AND DOOR OPENINGS SHALL HAVE STUDS TRIPLED ON w CORNERS. (PER'WFCM 3.2. 1 .7-2015 EDITION) JAMBS. THE INNER TWO STUDS SHALL BE CUT TO RECEIVE THE LINTEL E. ALL APPLICABLE LIGHTS SHALL BE TYPE IC AS REQUIRED FOR DIRECT A. CONCEALED SPACES OF STUD WALLS, PARTITIONS $ FURRED SPACES H JOB NUMBER OR HEADER OVER THE OPENING AND SHALL EXTEND IN ONE PIECE FROM CONTACT WITH INSULATION MATERIALS AND DAMP LOCATION AS DESIGN LOADS (R301..2.2.4&R301.4) O'. ALL FOUNDATION WALL FOOTINGS SHALL BE POURED CONCRETE: 2'-0" LINTEL OR HEADER TO BEARING BELOW. THE OUTER STUD SHALL RUN IN REQUIRED. FILOOR LEVELS UFUELDTH CK F BERGLA55 BATTS ARE PERMITTED AS FIRED ROOF CEILING CEILING FLOOR FLOOR � 16101 W x 12" N A 12" FOUND. WALL, I'-8" W x 10" D, R 10" FOUND. WALL ONE PIECE FROM SILL TO TOP PLATES. BLOCKING IN WALLS CONSTRUCTED OF PARALLEL ROWS OF STUDS (MIN. (no atticstor.) (atticstor.) (steep'g.rm.) (all other) W x W x 8" D, @ 8" FOUND. WALL AND REST D UNDISTURBED SOIL. F. CONTRACTOR SHALL CONFIRM ALL FIXTURES' CLEARANCES BEFORE I G" HIGH). ORDERING ANY FIXTURES. LIVE LOAD 45(psfl 10(psfl 20(psfl 30(psfl 40(psfl SHEET NUMBER P. ALL REINFORCING, AS REQUIRED, SHALL BE MINIMUM GRADE 60 B. ALL INTER-CONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES DEAD LOAD 15(pSO 15(psfl 15(psfl 10(psfl 10(psfl w CONFORMING TO ASTM A-6 15. G. PROVIDE SUFFICIENT WIRING AT FLOATING OUTLETS AND SWITCHES FOR SUCH AS BUT NOT LIMITED TO SOFFITS, DROP CEILINGS, COVE FUTURE PLACEMENT. LOCATIONS TO BE DETERMINED IN THE FIELD. CEILINGS, SPLIT LEVEL FLOORS, ETC.. TOTAL LOAD 60(psfl 2s(psfl 35(psfl 40(psfl 50(psflGN1 WILFREDO RIVERA, ARCHITECT 2016 MAXIMUM ALLOWABLE BUILDING HEIGHT: 35'-0" RIDGE WITH CONTINUOUS VENT NOTE II II IIIII PROVIDE "GRACE" ICE AND WATER LL �1 �I C C C C CLI LI �� Ll� SHIELD AT ALL ROOF EDGES, RIDGES, LdL u L HIPS, VALLEYS, EAVES, ETC. IN IS" MIN. -LU WIDTHS AS PER MANUFACTURERS LLLW LLJ C� C LU LuLIC� C C ICC L11 SPECIFICATIONS. (TYP) Qnd TO A POINT, V CJ CU CCU CLI CC I CCCLCJ _LLC_ CC �CC CC� _LL CLI- AT ALL EAVE EDGES, AT LEAST 24" NOTE ICI CL CCU CCI\ CCUCCCCLICLJ L_C C C CLI L-_L INSIDE THE EXTERIOR WALL LINE OF THE PROVIDE METAL TIES AT ALL RAFTERIII U L L LU �IJ LI LL BUILDING AS PER RESIDENTIAL CODE OF BEARING LOCATIONS PER R8C22.11, A CLL LLJ CL� � L C CL) L) LJ �U__U1Lum _L� �� C CCC1C.i NY STATE (SECT. R4105.21.1)CONTINUOUS LOAD PATH SHALL BE � �� I I PROVIDED TO TRANSMIT THE UPLIFT iULLLL� I II IIII l C wi-I�u III Lu �iCC CC Cu -Lu I LU I FORCES FROM THE ROOF TO THE CC CJ LCCLI CLI �-lJ TYP, ROOF CONSTRUCTION �� IIIII IIIIII • rr"^^� '� Cn V FOUNDATION. (TYPE (SEE WINDUP-LIFT CL\I� UUiE_J u\-C_� L_ 101 Q �J O O DETAILS) LL L CCU CU uC� CCUCCL CLIC - ALL HANDRAILS AND GUARDRAILS SHALL I �� CIC _ Ci CI IL_- C II II II I BE ASSEMBLED AND CONSTRUCTED TO C) •-� �JI _II L a_ I� C �_L L L WITHSTAND A LIVE LOAD OF-200 Ibs. PER 000o 4 •r- + C CCC _I �L� 1 E5 DENTIAL ACCORDANCE N.Y.IT STATE O Ll IGODS OSAE [-i TOP PLATE AT _ _ _ _ 3�2 3123 WN 3�2 �� -� _ _ _ TOP PLATE AT _ SECOND FLOOR " rl - - - - - SECOND FLOOR I © 5/4"x FASCIA BD - TYP, E"T-PQM W m N ALUMINUM GUTTERS AND - - - - - - - - - - F- � LEADERS I TYPICAL DOOR / WINDOW TRIM: V --- -- -_- - = J1 _ -I I - L- - 5/4 x8 HEAD TRIM ] •O �I- i IX4 CEDAR TIO SOFFIT W/.2" 15 _1L � 5/4 x 6 GA51N6 _ SCREENED VENT - TYP, --- _L C CC CC,-- �x SILL 4x4 CORNER POST ' J J � 5/4x6 APRON W/ GABLE RAIL • �� ' u� 4x4 CORNER POST W/ LEP. -- �- CC -111E � �❑ RAILINGSYSTEMGABLE RAIL TE P, -1� ��[ JI v RAILING SYSTEM - M L-ILI cn O i p SECOND FLOOR M es m w - SECOND FLOOR - - CC ' � ICCI C – – – – 5/4"x8" FASCIA BOARD w - II F- 5/4"x12" SKIRT BOARD I_ Ll BOARD-L 1j, " FASCIA- � � Q = TYPICAL EXTERIOR I L _- L_- I� JILTLCC Ej [ILI p E~ O -' WALL CONSTRUCTION E~ p CC� A+Lry Q II - - ................................................ ... - - - - - - - -- C CC :DAP; CC CCC C w e C C 6x5 P.T. POST WRAPPED I I �I 5/4"x8" CORNER x `,�`"C © IN 5/4 TRIM TYPICAL I I = - F �a� �«_� Z, T CC CC'- C i BOARD TYP. T.O. FIRST FLOOR � T,O, FIRST FLOOR ` t SUBFLOORIJ] ELEVATION =O '-0" I - - - SLEVATI R ELEVATION = 0'-0 11 I — — — — — _: �( " .,��........ .r,. F I�,_. _ ................ SLOPE GROUND AROUND FOUNPATIO 5 I I I I O I I HANDRAIL F A5 PER (R401.3) THE GRADE ADJG 4_4OININ ALL FOUNDATION WALLS SHALL BE WOOD FRAMED LANDING AND I O V o p SLOPED AT A MINIMUM OF SIX INCHES U �J m U STEPS TO GRADE in00 _ _ _ u � a� (6") WITHIN THE FIRST TEN FOOT (10'-0") POURED CONCRETE 12" P.G. 50NOTUBE TO v X a` g DISTANCE FROM THE WALL. N FOUNDATION WALL ON POURED VIR61N 501L / MIN, 36" 5 rU s~n CONCRETE FOOTING - PROVIDEBELOW GRADE I POURED CONCRETE STEPPED DAMP PROOFING TYP. FOUNDATION WALL d FOOTING ® 30 - DEGREES MAX SLOPE AS PER T.O. SLAB ELEVATION -W-3" (R403.1,5 SLOPE) = 1 —� BOTTOM OF FTG. MAY BE SLOPED AT MAX. 1'-0" V TO FRONT ELF.\/ATION 10'-0" H SLOPE. 0 SCALE. " "=1-'O 12 12 Ix4 TRIM 12 12 TYP I GAL ROOF CONSTRUCT I ON: .. ............ oF; Qoz w ASPHALT ROOF SHINGLES 0 4 ; GRACE ICE d WATER SHIELD 6DIAMETER 74 W zW u poa xp 6a 30# BUILDING PAPERouz Ra 3/4" "ADVANTEGH" EXTERIOR GRADE PLYWOOD SHEATHING ROOF RAFTERS (SEE PLAN) ` ` ' ` a " za - W�a o w y F ,P' ,SIJ c6z R-38 CATHEDRAL BATT INSULATION oz \\ ¢ pp] z< _ ° R,.<EFLECTIVE WHITECEILINGJO15T5 (SEE PLAN) REFLECTIVE RED I PNQNE#181x4 TRIM OVER IxlO RAKE 3 R-4q BATT INSUATION BOARD TYP, 5¢aO<zz�a z aS Hto<.. W.. NOTE: \�... .;, .... TOP PLATE AT _ _ _ _ TOP PLATE AT PROVIDE ICE d WATER SHIELD AT ALL ROOF EDGES, RIDGES, HIPS, �- SECOND FLOOR SECOND FLOOR =: VALLEYS, EAVES, ETC. IN 18" MIN, WIDTHS A5 PER MANUFACTURERS '` ' . SPECIFICATIONS AND AS PER RES.CODE OF NY STATE SECTION 4111L A ® 805.2.7.1 �\: �C CATtmp- C _ LU w TYPI A 2 ;. a G L V�IALL GONSTR�JGTION: ., . , ..a ALUMINUM TT R AND IT TF IDLGU E 510L 1X8 VERTICAL CEDAR SIDING \> LEADERS - - -- - - 15� BUILDING FELT � LU CC C C C C C 5/4�"x8" CORNER ,1, „ „ ;\ :...: 5/8 ADVANTEGH EXTERIOR GRADE PLYWOOD SHEATHING V - - - f l V .\ .:. 4x4 CORNER POST W/ r BOARD TYP. ��. "GABLE RAIL" - ;\ _ I I RAILING SYSTEM - J J R B21 BATT INSULATION ., 5/8" 6YPSUM OARD 112" >: .: STROKE SECOND FLOOR - - - SECOND FLOOR u aa;. \ The construction type \ -- - — -- - - — — — — 44 designation shall be KI'D,"11","III","W"or iAV39 — — — — — — — — — — — TYP I GAL FLOOR CONSTRUCTION: to Indicate the construction FIN FLOORING classification of the structure under DESIGNATION FOR STRUCTURAL 3/4" "ADVANTEGH" PLYWOOD SUBFLOORIN6 section 602 of the BCNYS COMPONENTS THAT ARE OF TYPICAL EXTERIOR FLOOR JOISTS (SEE PLAN) 5/4� x8" FASCIA Z WALL CONSTRUCTION BOARD TRUSS TYPE CONSTRUCTION p GIRDERS AND BEAMS V J �' Z II � / j V i l✓ ��." '��'` 66F71 FLOOR FRAMING,INCLUDING �f H Z LLI O = ROOF FRAMING d: WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM BUILDING �� „ �: _ WIND-BORNE DEBRIS MEETING THE REQUIREMENTS OF THE LARGE F FLOOR AND ROOF FRAMING 0 p D T: v w STANDARDS AND CODES t. 3 = MISSILE TEST OF ASTM E Iqqb AND OF ASTM E Nab REFERENCED C w 10111 N: _ - Q THEREIN, (WIND ZONE 3) IDENTIFICATION NOTICE: w �` 0` I T.O. FIRST FLOOR w �Qn T.O. FIRST FLOORTT I SUBFLOOR ALTERNATE- WOOD STRUCTURAL PANELS/ SHUTTERS. SU_BFL_OOR _ _ _ _ _ _ ELEVATION = O'-O" w DESIGNED BY: WR IN ELEVATION—= O' -CF PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF Notice of truss type, pre-engineered wood, or timber 1/16" AND MAXIMUM SPAN OF 8 FEET, PANELS SHALL BE PRECUT TO construction or timber construction identification n DRAWN BY: WR COVER THE GLAZED OPENINC75 WITH ATTACHMENT HARDWARE PROVIDED, E--� ATTACHMENTS A5 PER TABLE BELOW: Shall be affixed t0 the electric box, on the exterior CHECKED BY: WR Cn — — — — of the structure indicatingthat truss e DATE: 3.12.1' 5TAIR TO BE CONSTRUCTED IN type NUMBER ACIGORDANCE WITH CODE FASTENER SPACING pre-engineered wood, or timber construction has SECTION 3111 (STAIRWAYS) OF FASTENER THE-2015 INTERNATIONAL TYPE Panel span <pa el span <pa el span been used. 16101 BUIILDING CODE AS ADAPTED BY <4 foot <6 foot <s foot R 1 6 H T 51DE E POURED CONCRETE NYS - - SHEET NUMBER FOUNDATION WALL ON POURED � Imo,. #6 AS PER TITLE 19 NYCRR PART 1265 SECTION 1265.4 CONCRETE FOOTING - PROVIDE ' 5 WOOD SCREWS I6 12' q SCALE: '"= I-'O" DAMP PROOFING - TYP, Imo„ a8 CONSTRUCTION CLASSIFICATION: V WOOD SCREWS 16 16 12 STRUCTURAL COMPONENT DESIGNATION: FR 0 A-1 WILFREDO RIVERA, ARCHITECT 2016 MAXIMUM ALLOWABLE BUILDING HEIGHT: 35'-0" RIDGE WITH CONTINUOUS VENT � I CHIMNEY SHALL EXTEND 3'-0" ABOVE THE HIGHEST POINT WHERE IT PA55ES Y �1 ROOF BREAK1I�- LILLJ LU L I I__Ii THROUGH ROOF AND AT LEAST'-O" r ' NOTE J � L L �L1��L J u L L ! �� u L� i ABOVE ANY PORTION OF ROOF WITHIN V PROVIDE "GRACE" ICE AND WATER �� u�L� u �U u � L �� LL � CODE SEGTL6DISTANCE OF 10'-0"- PER � 7 SHIELD AT ALL ROOF EDGES, RIDGES, LIL� Ll Ll L LLu - NOTE : W HIPS VALLEYS EAVES, ETC. IN 18" MIN. II WIDTHS AS PER MANUFACTURERS ��IL L L L U L L IL LL IL _LL_ M LLL�I u u J �J �� L I� SPECIFICATIONS. (TYP) and TO A POINT, I I II ! II I I I I PROVIDE METAL TIES AT ALL RAFTER BEARING AT ALL EAVE EDGES, AT LEAST-24" l 1 i i 1 ! ill j I L �LIL� � ILI II �U I II III LOCATIONS PER 8802.11. A CONTINUOUS LOAD p INSIDE THE EXTERIOR WALL LINE OF THE - dI I I�� PATH SHALL BE PROVIDED TO TRANSMIT THE • r� 75 C0 V LI L LLI L LIU L � LI I � �I L L dUPLIFT FORGES FROM THE ROOF TO THE NY STATE (SECT. R 05-2 LDINI57 AS PER )IAL CODE OF �UL - JL u� Ll �� I�I IU I�I I�I I� I�I I� �L � LLLLI FOUNDATION. (TYP) (SEE WIND UP-LIFT DETAILS)-IFIF vJ FCONSTRUCTION LJ � '--� L) �_L___�U �_L__�LJ��L� -LJ �_L__�lI i 5/4 x FASCIA BD TYP, � 0 � _TOP PLATE AT TYP. ROOF � � � � � � i i i i i i i i SECOND FLOOR Irt IAW AWN �'� ', T� IAWN-,3123 1 1 �� - - - - St6b-NTOP ATE O - - i Lu SECOND FLOOR • �.� � � L�I�I ul I I II I I III l i I�j�I� I I I I I I I I I 3 0 � m . - - - - - - - - - - ALUMINUM GUTTERS AND LEADERS 6 w TYPICAL EXTERIOR � I L G I: IX4 CEDAR TdSOFFIT u=�, U 4x4 CORNER POST WALL CONSTRUCTION �u' �u L J -I�717 7E �� W/_2SCREENED VENT - " N A "GABLE RAIL" �I�','-- ��' -- �_ -- L__ J'- __ TYP, o • '.,,.■� v ��) _�E �u �u L�J = �LJ� EI -1��-- � 1� -i-1 4x4 CORNER POST W/ J 3 O L� M TIEMP, TAMP. "GABLE RAIL" O EMP. TEMP. TE TEM . T M O RAILING SYSTEM SECOND FLOOR- - M w - M SECOND FLOOR- - TM - __1 EIE 5/4"x8" FASCIA BOARD 5/4"x8" FASCIA BOARD w i i 5/4"x12" SKIRT BOARD F w Q TEMP. I I _ -- -- - - --- - -- _J -I L -E JIE :111E _F-I - I I H ALIGN 1 x ALIGN �- O J��e� w►- � �, � / ❑' ' :.... -11, ...................... ❑ _ - x � PED vJ D A �5/4"x8" CORNER oBOARD - TYP. N5/4 TRIM TYPICAL 6x6 P.T. POST ON 12 ❑ Q P.G. SONOTUBE TO n . T M IL M TI T T M T MT M I I T.O. FIRST FLOOR i VIRGIN 501E / MIN. 36" I I T.O. FIRST FLOOR SUBFLOOR _ _ _ BELOW GRADE _ O'-0" 5UB_FLO_OR ELEVATION 10- ELEVATION = O'-O" I (� Ti = - - - - - - I _ HANDRAIL Ry STAIR TO BE CONSTRUCTED IN II II SLOPE GROUND AROUND FOUNDATION ... . LL ACCORDANCE WITH CODE I I I o I I I I I I I I I o I I WOOD FRAMED LANDING AND I AS PER (R401.3J THE GRADE ADJOINING 4-1 E m II II M ALL FOUNDATION WALLS SHALL BE V ° SECTION 311."1 (STAIRWAYS) OF — — — -�-- U I I U U U STEPS TO GRADE .� N E THE-2015 INTERNATIONAL III III I I SLOPED AT A MINIMUM OF SIX INCHES p U r BUILDING CODE AS ADAPTED BY II II 12" P.C. SONOTUBE TO (6") WITHIN THE FIRST TEN FOOT (10'-0") ir4 -N v A NYS. POURED CONCRETE STEPPED I I LL=-�J I POU CONCRETE VIRGIN 501E / MIN, 36" © I D15TANCE FROM THE WALL. z FOUNDATION WALL d FOOTING O 30 v DEGREES MAX SLOPE AS PER FOUNDATION WALL ON POURED CONCRETE FOOTING - PROVIDE BELOW GRADE o (8403.1.5 SLOPE) I I I DAMP PROOFING - TYP, I T.O. SLAB BOTTOM OF FTG. MAY BE f = — —_ �- __ — _ _ __ _ _ __ _ _ _ _ __ _ _ __ _ _ _ - - - - ELEVATION = -g'-3 - SLOPED AT MAX. I'-O" V TO 10'-0" H SLOPE. 12 12 REAR ELE\/ATION o 8 8 SCALE. 12 12 w...........Q.......................... ........ TYPICAL ROOF CONSTRUCTION: wHw w�2 Owm w°w � w4 ASPHALT ROOF SHINGLES z°a z o o a x 6RAGE ICE d WATER SHIELD 6" DIAMETER p 30# BUILDING o PAPER °w °� ° C) 3/4" "ADVANTEGH" EXTERIOR GRADE PLYWOOD SHEATHING \ ,,; z w w z a z 1x4 TRIM OVER IXIO RAKE o z z I 3 �; x w BOARD - TYP. zi ROOF RAFTERS (SEE PLAN) ¢F`� a o o R-38 CATHEDRAL BATT INSULATION \N � CEILING JOISTS SEE PLAN \\ „ <<��\° ;REFLECTIVE WHITEppb z p p m z z Q z p 3 TOP PLATE T ( ) REFLECTIVE RED TOP PLATE AT _ _ O L E A R-4g BATT INSULATI N PANTONE#187 '\ `? \`; �i o¢¢o o o x 0 wO 5z I~ SECOND FLOOR ALIGN SECOND FLOOR 1/2" GYPSUM BOARD ''':. "pip \\\\\ \i\ Hvw6c� U°pw¢mw �ewo° :: ................................................. .... \\ N A 3 NOTE: ; PROVIDE ICE d WATER SHIELD AT ALL ROOF EDGE5, RIDGES, HIPS, \\ VALLEYS, EAVES, ETC. IN 18" MIN. WIDTHS AS PER MANUFACTURERS F . Y m 1L _- - SPECIFICATIONS AND AS PER RES.GODE OF NY STATE SECTION Q U wILL w7 ;. - = TMP - = g05.2,�.1 .. .,ov \ :.. ALUMINUM GUTTERS AND E a\.:. ,. \ti.. 111E 1E1'i ° LEADERSlu �]E --- - - \ , J v 4x4 CORNER P05T KI TYP I GAL NAL L CONSTRUCTION: \ , �� \\\ \ GABLE RAIL EL_ A G _ 1X8 VERTICAL CEDAR SIDIN RAILING SYSTEMTMP, TMP. 15# BUILDING FELT 5/8" "ADVANTEGH" EXTERIOR GRADE PLYWOOD 5HEATHING SECOND FLOOR SECOND FLOOR \� 2"x b" WOOD STUDS - - - - - - - - - - - - - - - - R-21 BATT INSULATION 1/2" - - - - - - - - 5/8" GYPSUM BOARD \'.: \ .._ : . STROKE The construction type ��a ,. ��,\ �� ` designation shall be \ M... `'" "1",961179,"111",10IV"or"V" TYPICAL EXTERIOR ® TYP I GAL FLOOR CONSTRUCTION: to indicate the construction WALL CONSTRUCTION classification of the I ( I FIN FLOORING structure under DESIGNATION FOR STRUCTURAL 3/4 ADVANTEGH PLYWOOD SUBFLOORIN6 section 602 of the BCNYS COMPONENTS THAT ARE OF - - -- - I I; .00, I I _ LU FLOOR JOISTS (SEE PLAN) Z - - -- TRUSS TYPE CONSTRUCTION L— P.r. I o _ UCTIO IL : 0 x P. . POT , ;,W ■ F: : I- zi I I A E SIN 5 5/4 x8 CORNER <, acFe" FLOOR FRAMING,INCLUDING 0 lLl to I w ',�I G �,;s, ■ ■ GIRDERS AND BEAMS �: � I �� I Y It L I BOARD - TYP. v Y�4I ND0 `ice: ■ ■ : z: © UTL. Lim-id JI ❑' .G. N E 6611191° ROOF FRAMINGIINI hL- / I I T,O. FIRST FLOOR WINDOWS SHALL HAVE 6LAZED OPENINGS PROTECTED FROM 11FR" FLOOR AND ROOF FRAMINGQWT,O. FIRST FLOOR I T M MI . 3 B OW I SUBFLOOR WIND-BORNE LLIND-BORNE DEBRIS MEETING THE REQUIREMENTS OF THE LARGE STANDARDS AND CODES TD8 AV MISSILE TEST OF A5TM E Iggb AND OF A5TM E Ig86 REFERENCED I I - - - ' '� THEREIN. (WIND ZONE 3) uI Q SUBFLOOR ELEVATION = O-O ELEVATION o'-o" I IDENTIFICATION NOTICE: 14� - - - - - - - - - - - - - ALTERNATE- WOOD STRUCTURAL PANELS/ SHUTTERS. � 04 DESIGNED BY: WR 7-7 PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF Notice of truss type, pre-engineered wood, or timber W 1/16" AND MAXIMUM SPAN OF 8 FEET, PANELS SHALL BE PRECUT TO construction or timber construction identification w W DRAWN BY: WR COVER THE 6LAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. CHECKED BY: WR ATTACHMENTS AS PER TABLE BELOW: shall be affixed to the electric box, on the exterior W Q O of the structure indicating that truss type, Q DATE: 3.12.17 WOOD FRAMED LANDING AND 5 I FASTENER SPACING pre-engineered wood, or timber construction has H TOB NUMBER STEPS TO GRADE FASTENER ELEVATION 4 foot 6 foot TYPE Panelspan <panel span <panel spa n been used. w 16101 T.O. SLAB <4 foot <6 foot <8 footLCFT SIDE ELEVATION -g'-3 _ _ —_ -2 IZ2" #6 16„ AS PER TITLE 19,NYCRR PART 1265 SECTION 1265.4 SHEET NUMBER SCALE: 4"= I-'0" � — — — — — — — — — — — — — — — — — —�- - - WOOD SCREWS g.. � 1/2 11 a8 CONSTRUCTION CLASSIFICATION: V WOOD SCREWS 16 Ib 12 STRUCTURAL COMPONENT DESIGNATION: FR A-2W ® ® ® ® e ® ® ® ® ® ® ® D ® ® �-i WILFREDO RIVERA, ARCHITECT 2016 80'-2• lo b'-4' A. FOR EMEROENCY ESCAPE AND r1 B G WOOD FRAMED RESCUE: STEPS TO GRADE PROVIDE NET CLEAR AREA OF g V 7 8 SOUARE FEET WITH MINIMUM - - - - - - - - - - - - - - - - - - - - � HORIZONTAL PROJECTION AND i - - - - - - - - - - - - - - - 1 WIDTH OF 36 INCHES. PROVIDE O LADDER d REMOVABLE ORATE. I - - - - - - - - - - - - - I I 3'-4' a'-8' g'-5• o 1 _ _ _ TYP. FOUNDATION WALL CONSTRUCTION r� V (2) P,T,_2xIO (2) P.' AT AT 6ARA6E: r^ 12 P.G. 50NOTUBE I I �j I I I o 12 P.C. SONOTUBE v J O O TO VIRGIN 501E / 1 I 6" POURED CONCRETE FOUNDATION ^ , x O I I I 1 10' 4'-8' % 10' TO VIR61N 501L / Q Wim-+ 5 MIN. 36" BELOW 2XIO P.T. LEDGER SECURED W/ 5 WALL ON I6 x 12' DEEP P.C. FOOTING .,..� 1 ry = MIN. 36 BELOW 3 1 IL.2"m 5.5. LAO BOLTS (W/ 1 -PROVIDE I2) #5 BARS AT TOP OF GRADE I " � 6RADE v O 1 I d Q WASHERS) STA66ERED T d B I I cn WALL d (3) #5 BARS AT BOTTOM OF [� a 12" O.G. AHD � FOOTING 7r- 7 - - � IGA2g4'1 E \ m ,U Z IIII TYP. FOUNDATION WALL � � � � E 1 1 1 — Iry I cc , CONSTRUCTION: Q I I I I - -_ ^ O • 10" POURED CONCRETE Q w 14" BGI gOs2.0 FLOOR m FOUNDATION WALL ON-20" x I I JOISTS 0 16" O.G. _,(H 12" DEEP P.C. FOOTING. - H I 3 I/2" DIA, 5GH 80 STEEL 1 I I I I D PROVIDE (2) #5 BARS AT TOP o PIPE COLUMNS ON POURED I I 1 K, P,T,�xb 1111 OF WALL d (3) #5 BARS AT g NI 1- - - - - -1 CONCRETE FOOTINGS 1 i I I I 'UNEXCAVATED ® I6" O.G. BOTTOM OF FOOTING - TYP, ml I O (TYPICAL i10N) _ ( x 1 1 k� ll I BASEMENT - I I I I4" POURED CONCRETE FLOOR32"xlb" 5A5H WINDOW O 14" MIN, P.G. SLAB ON 6 MIL, 3 POURED CONCRETE FOOTINGS I I SLAB W/ 6"x VI #10x #10 W.W,M,- SEE FOOTING SCHEDULE OVER COMPACTED SOIL. PITCH POLYETHELENE VAPOR BARRIER 6ALV, WINDOW WELL TO T / 6'-0" CLO HT SLAB TO OVERHEAD DOORS I j I I I 1 1 1 I •' AT 1/4" / FT. 111 I I III 6RADE I I _ - - J 6 (R-Ig) BATTS IN FLOOR OVER I I I `r "' 1 I I I I- ALL EXPOSED HOT WATER PIPING I I _O Ill AND/ OR HEATING DUCTS TO BE I I 1 I 1 I TOP OF SLAB ® HIGH POINT: x I FI INSULATED AS PER N,Y.5. CODE FI I I I 1 ELEVATION = 1 1 I Iry I I I T.O. SLAB ELEVATION= -g'-3" L � DOUBLE FLOOR JOISTS I I I TOP OF SLAB ® LOW POINT: I II>X I O w ELEVATION = -2'-1" o- W 2x10 P.T. LEDGER p SECURED W/ I/2"(P 5.5. DOUBLE JOISTS UNDER ..:: .. .....................: LAO BOLTS (W/ I I 1 I PARALLEL WALLS ABOVE AS I I I I I I I I I I I R n q , a dl m WASHERS) �STAOOERED I I PER MANUF, SPEG'S- TYP, - 1 1�'b LE F 10 R JOISTS I I i 0 I 1 LIN A r` F E- f 'y a, cn :n T d B m 12 O.G. I - - - - - - - - - - _ - Ln ,r_ - - C I I !� , fl -� F2 110'-10' 10'-10' h' �' C, I L - - - - - I ( % 3 "x14" PSL FLUSH Q 5D@ I ° 12" P.G. SONOTUBE - - � � I SLOPE SLAB DN, TO VIRGIN SOIL / L - - - - - I I I I FI CMDOQ I i 6 TO OH. DOORS „ I 3 � xl4 PSL FLUSH �- MIN, 36 BELOW I I - - - DOUBLE FLOOR JOISTS GRADE 1o 1J 1 f - - - � II I I - - - - - - -_ :11�H :............. ..— 0I \\ „ „ �' POURED CONCRETE STEPPED xu `A °$ . ��....................... IFI 3 xl4 P5L FL4 I IIS I FOUNDATION WALL d FOOTING ® 30 DOUBLE- - /111 _ m = 14" BGI gOs - ,tu DEGREES MAX SLOPE AS PER III o A � o I- - - - - - -"-o "-' I I I I I Q �� , \ / 3 "xl4" PSL FLUSH F UF) 1 ® I6" O.G. -�- (8403.1,5 SLOPE) 11 I 1 U , - - - —� ==j 1 I I I 11 m �� 1 �/// N I �p I I I BOTTOM OF FTG. MAY BE IIx ~ 'r-' vbo in I I I I II o iy O -� + I I I SLOPED AT MAX. I'-O" V TO I I *v u ° ~ �_- 3 xl4 PSL FLUSH - m \ LI I 10-O H SLOPE. 1 Z. 3 I LL 11 J1 - N w� p - - - - — — — — — ~ � m1 31 I I I I IX Ll in I I I I Im H.T. I I —11 - - - - - - - - - - �' — — — — \ — BEAM POCKET / \ hu — I — a 2 - - � - - 1_ _LL � — � � HD HD m � HD/ 1- - - - - == — - e - - - - - - - - - - - - - - - WOOD STAIRS AND RAILING 1 1 I I SHALL BE IN ACCORDANCE :fl x p 2" P.C. 50NOT1JBE TO PROVIDE AND INSTALL I WITH CODE d STAIR DETAIL, �+ VIRGIN 501L / MIN, 36" I 1 I LAYER OF 5/6" TYPE "X" SHEET DI ' ~ BELOW GRADE I I I i GYP BOARD ABOVE ALL NOTE: PROVIDE STAIRWAY 1 HEAT PRODUGIN6 �2) P.T._2xIO C2) P,T,2x10 1 1 I LIGHTING AS PER N.Y.5. ............................ - - - QUI M NT. PER RES. :......W........... ........ CODE 8303.6 x o H - - - - - - - - - - - - - I GODS OF N. .5. owe wozwH 2x10 P.T. LEDGER ( I I 1 0 a APPLIANCE CLEARANCE: a a- z o F W SECURED W/ I/2"� S.S. 1 I - - - - - - - - - - - - - - - J 1 1 x3 .1,5 3W�¢ LAO BOLTS (W/ w APPLIANCES SHALL BE INSTALLED WITH THE WASHERS) STAGGERED - - - - - - - - I CLEARANCES FROM UNPROTECTED 7° ¢x a{Ii..1W �-,E.mwz ";U, T d B ® 12" O.C. L - - - - - - - - - - - - - - - - - - - - - - - COMBUSTIBLE MATERIALS A5 INDICATED ON 4 u aw a o z THE APPLIANCE LABEL AND IN THE "� o W c")a W WOOD FRAMED MANUFACTURER'S INSTALLATION �¢� ��p��w STEPS TO GRADE INSTRUCTIONS. <.z d° o o z z o o z°z w� wz�3�° ¢z� IS-3' b-10 -10, I6' o6Qoo �o H V:¢.. ..... QF ......................................................... 50'-2' 22'-4' tt ,1 r � 6: B G D FOUNDATION PLAN SCALE: '"= I-'O" NOTE SEPTIC SYSTEM TO COMPLY WITH SUFFOLK COUNTY Vy P05T FROM ABOVE DEPARTMENT OF HEALTH STANDARDS O CMD CARBON MONOXIDE DETECTOR (SEE SEPTIC, SYSTEM AND DRYWELLS SHALL BE CERTIFIED BY FRAMING: PLAN FOR LOCATION) OWNER'S PE UPON COMPLETION O SD SMOKE DETECTOR AS PER N.Y,5. CODE z: AT MINIMUM, PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL 14" BCI gOI ® I6" OG (U.O.N) BY B015E CASCADE O 31'1. (SEE PLAN FOR LOCATION) PARALLEL PARTITION WALLS d BATH TUBS ABOVE. el INSTALL AS PER MANUFACTURERS SPECIFICATIONS �_ ~ 50 CFM (MIN) EXHAUST FAN TO BE ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE ALL ENGINEERED FRAMING SHALL BE Y 0 EF MECHANICALLY VENTED DIRECTLY TO THE TREATED. (TYP) VERSA-LAM 2.0 3100 AND INSTALLED IN n EXTERIOR (AS PER RGNYS/ 8303.3) ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, pI p: p JI PROVIDE TERMITE SHIELD PROTECTION AS PER N,Y,5, w0 NI NI N: > > > BUILDING CODE ( 83.24). � 0 w: w w: tt1 HOLDOWN CONNECTION SYSTEM BY TYPICAL FOUNDATION WALL CONSTRUCTION: w 0,: a, W: Q Ze 10" POURED CONCRETE FOUNDATION WALL ON-20" x 12" DEEP POURED w HD "51MPSON". (SEE SHEET no.Dl) PROVIDE KEYED CONTROL JOINTS AT CELLAR FLOOR SLABi<; �3�`�1 AT (MAXIMUM) 20' x20' AREAS, CONCRETE FOOTING (�J.O.N) PROVIDE REBARS AS PER DETAIL. THE EXCAVATION FOR ALL FOOTINGS SHALL HAVE LEVEL, SOLID AND DESIGNED BY: WR O DENOTES EMERGENCY ESGAPE/EORE55 WINDOW. PROVIDE I/2" PREMOLDED EXPANSION JOINT FILLER AT .UNDISTURBED BOTTOMS. ALL FOOTINGS SHALL BEAR ON DRAWN BY: WR THIS WINDOW COMPLIES WITH N.Y.S. RESIDENTIAL PERIMETER OF CONCRETE FLOOR SLAB VIRGIN,UNDISTLRBED SOIL, MINIMUM DEPTHS AS PER DRAWINGS. ALL BUILDING CODE SECTION R310SILL FOR EGRESS SOIL BEARIN6 CAPACITY ASSUMED AS ONE TON (OR2,000 Ibs) / S.F. Q�' CHECKED BY: WR WINDOW UNITS. MAXIMUM SILL HEIGHT OF 44 FOUNDATION ANCHOR REQUIREMENTS: PER TABLE R401.4.1 (SOIL CLASSIFICATION 5W, 5P, SM, SC, GM d 6C,), COMBUSTION AIR VENT SIZE CALCULATION: DATE: 10-28-16 INCHES ABOVE THE FLOOR, MINIMUM 5,'1 sF NET 6C, SHALL VERIFY IN FIELD PRIOR TO SETTING FOOTING FORMS. AREA, MINIMUM 24 INCH CLEAR HEIGHT AND JOB NUMBER MINIMUM 20 INCH CLEAR WIDTH, ALL CONNECTIONS SHALL COMPLY WITH THE-2001 5BC HIGH ALL CONCRETE SHALL BE 4000 P,5.1, MINIMUM. 300,000 BTU BOILER (5EE HVAC DW6) 16101 WIND EDITION OF THE WOOD FRAME CONSTRUCTION MANUAL 3,000 / BTU / HR. (FIG. M 1"103,3(1) RES. CODE OF NYS) 100 sq,. in, (Req,. Free arca) O PROVIDE KEYED CONTROL JOINTS AT CELLAR (WFCM) FOR ONE AND TWO FAMILY DWELLIN65. FOOTING SCHEDULE: FLOOR SLAB AT (MAXIMUM)20' x20' AREAS. 16" x.24" Vent (by "Sunvcnt") = .636 sq,. Ft. of Free area � SHEET NUMBER SILL PLATES OR WALL BOTTOM PLATES SHALL BE ,636 s Ft. x 144 s in. = 120 s in (Provided) > 100 s in. (Re 'd) Q PROVIDE I,/2" PREMOLDED EXPAN51ON JOINT FILLER ANCHORED TO THE FOUNDATION SYSTEM IN ACCORDANCE F1: 4'-0" x 4'-0" x 1'-0" W/ (4) #5 BARS EACH WAY AT BOTTOM q� Q' Q' . ' a' `Z F"T AT PERIMETER OF CONCRETE FLOOR SLAB. WITH THE REQUIREMENTS OF TABLE 3,2A, F2: 3'-0" x 3'-0" X 1'-0" W/ (3) #5 BARS EACH WAY AT BOTTOM "SUNVENT INDUSTRIES" PELHAM, NH, 1-600-325-4155 (15 3/4" x24" VENT) 0 A-3 WILFREDO RIVERA, ARCHITECT 2016 so'-8• 8'-2' ol lo 10 e W B G D V 6 6 w p � Q Ol9 3'-4' O N STAIR TO BE CONSTRUCTED IN r�^� ACCORDANCE WITH GODS Q V J �O O IGAP 3,71 T IGAP 3771 T-2W IGAP 3„1 T © SECTION 311,1 (STAIRWAYS) OF HS5 5x5x IGAP 3,Ig IGAP 3,Iq IGAP 3,Ig IGAP 3,Ig IGAP 373q IGAP 373q-2W IGAP 3,3q IGAP 3,Iq IGAP 3,Iq IGAP 371q THE 2015 INTERNATIONAL •*-+ TYP. ICA 3„1 T ICA 3„1 T ICA 3„1 T ICA 37,1 T IIFD 3068 O IIFD 6068 XX IIFD 3068 O ICA 3„1 T ICA 37,1 T ICA 3„1 T © bxb P.T. BU5DIN6 CODE AS ADAPTED BY Ep bxb POSTS - COLUMN WIOx30 FLUSH H55 ,x5x HIGH AND LOW BETWEEN WINDOWS 5 "xl I �" PSL FLUSH `fly POST TYP, ri IGAP 3,Iq - - - /��- -I- '-- T7 -�- -- - HD I I I I I I I I I I I UP u Z o ICA 3„I T g• g• 8• X H55 5x5xj g• g• H55 5x5xi g■ g• m , TYP, TYP, I IGIAP 3331 I I I I I I I I A 3 31 COLUMN COLUMN ( HD o J IGAP 3,Ig w 6' 14'-10' b' 33-10 O I I _2I'-10' / ;n . ■� '� ICA 3711 T x p II �” BCI Os-2,0 F.-J. ® Ib” O.G. FREE STANDING WOOD II �” BGI g0s�.0 F.J. ® 16” O.G. b' m a. 3 BURNING FIREPLACE UNIT w J 2 GAR GARAGE — TE 3�"xll p}" HOLM, LVL LOW INSTALL OF PER RGNYS Q _j I I SLAB W/E6"x (o”- #10x #10 N.N.M.RETE i p AND MANUFAIEACTURERS w DINING x SPECIFICATIONS, w O OVER COMPACTED SOIL. PITCH ■' ;� LIBRARY ry I I I SLAB TO OVERHEAD DOORS I 0 D - -2 STORY AT i/4” / FT, = Q � III O / STUDY m - Q ih w 0 I A ,Ig FAMILY ROOM O ( w I ry J = x In TOP OF SLAB ,m HIGH POINT: m v > O p I A3„I T I © xI J x a F ELEVATION = -I'-,” O O _ w � ry ( ? TOP OF SLAB ® LOW POINT: ( - w O O SD PLYWOOD ONE 51DE - TYP,INTERIOR SHEAR WALL3 "xt1 �” PSL FLUSH ELEVATION = -2'-I" X QO a I O O UNDER WALL ABOVE - w SLOPE SLAB ON. `^' Q w M O I LINE OF BALCONY O IU lj� ICAP 6 , x II BCI qOs-2,O F.J. ® Ib O.G. - w N � IF 3 68 XR ry ABOVE �� d 6" TO OH, DOORS � � �) m – � iGITG EN O r – – – � L — — — • J N 0 - 3 "XII PSL FLUSH _ o I I Jl 3 x14 LVL LOW e J R E � v UNDERWALL ABOVE 5 xl I PSL FLUSH— J pyo �� - --�- -{— - - O E. ,^per' �. IF'S JIn rias = BATH - x , M5--0. 1'-6' e+� 4'-b' = J O I6'-6' 8' 8'-4' 3'-6' �'- ' �'-b' 8'-5' 10'-II' ol ` ext 0 m a�s'� x11 ' PSL FLUSH NOTE D b Q [ r r y EF • P 2"xb ;fl - K1 J I I BGI gOs�.O F.J.F,J.;m 12 O.G. �„ �� w O _2x6 P.T. TUB DOUBLE F.J. _ UNDER WALL ABOVE 4Q PROVIDE 5/8 TYPE X GYPSU WALL BOARD AT ALL WALL5 w 6x6 P.T. tj DECK JOISTS 1� o — — ,� —= - v > w ' ,�•^a�� -'�C;4 <'" o 3 xll P5L FLUSH GEILIN6 OF 6ARA&E AND 1/2" -3 > o ® I6" O.G. _ o II BVI qOs-2.O F.J. ® I " O.C. " l4 1 .LL POSTS - - "v ^\\ TYPE "X" GYP. WALL BOARD O 'ry O 'A ........... `_,raf: .`�N A TYP, 3�"xll �" WOLM, = /� SPIRAL STAIRWAY - PER REF, OPPOSITE 51DE OF WALLS 6 A LVL LOW DOUBLE _1�ODE SECTION 8311,1,10_ COMMON WITH HOUSE AS PER x — — — SIN SEE NOTE BELOW \ 3� xll �" L SH O - `r RES, CODE OF N.Y. STATE. (TYI j -rr , u K 4-1 2x8 P.T. LEDGER ° O UP\ �j INTERIOR z " " '"' v � N t SECURED W/ ILTO 5.5. D W iim 4 /y SHEAR J ICL. O �/ -2 STORY 32 x 80 3/4 HOUR LAG BOLTS (W/ LAUN, I x Z ii FOYER WALL Q ON o FIRE-RATED METAL V x I DOOR W/ SELF-CLOSING o WASHERS) 5TA66ERED 2 m = 3 �� _ MECHANISM, m �° T d B a 1.2" O.G. � � INTERIOR SHEAR � r- -9 "' °j b' ry p 8'-2' �' 4'-0' I b' WALL 18'-b' 8" 8' 4' 6'-4' `O v ICATR_2gib m � 4' 1 HD > IGA�g55 .., II " BCI qOs 2.0 F.J. + 8' 8' 3'-4' 148 � IGAP 3331 [CAP 3331 C) jHS5 5x5x HS5 5x5x m ® 16, O.C. COLUMN COLUMN HD 5 J"xq ,A" LVL HD (3) 2X8 HDR (3) 2X6 HDR 1 M .v 7 H55 ,x5x H16H AND LOW BETWEEN WINDOWS D GATR�gi6�W IGATR_2ql& IGATR_2gIb HD a� PROVIDE RIGID ICA.2g55_2W ICA_2g55 ICA_2g55 IGAP 3771 T IGAP 3771 T_2W IGAP 3,71 T FRAMER TO COORDINATE METAL EXHAUST IGAP 372, IGAP 3121-2W IGAP 372, 4 FRAMING WITH PLUMBER DUCT FROM DRYER FOR ALL WASTE LINES TO EXTERIOR IN IIFD 3080 O IIFD 6080 XX IIFD 3060 O .........n........................ DURING FRAMIN6.(TYPIGAL) COMPLIANCE WITH � . M1501 OR Cz243q.1 W owa w°w w� ° �o �� W �9z zza a�z �;�a�Z° w� a¢z �za�wa oa 8-O Il-I 15-q 5'-4 4-0' S-6 II-4 5-6 Wz U zw3a¢° azo . waU8' �p�x° Awa [Huwi�c�. °Uf�wdro�w 0� .......................................................... 50'-2' ?.2'-4' NOTE W m ALL HEADERS TO BE UPSET FLUSH WHERE HEIGHT WILL NOT ALLOW FOR A DROPPED HEADER, B G D FIRST FLOOR PLAN 6 6 0 SCALE: "=' "= I-'O" FRAMING: WINDOWS: 11 g"" BCI qOs ® 16" OG (U.O.N� BY BOISE CASCADE WINDOW SIZES NOTED ON DRAWIN&5 ARE APPROXIMATE R.O. SIZES (IN INCHES) SPI RAL STAIRWAY NOTE : TYP I GAL ROOF CONSTRUCTION: OO CMD CARBON MONOXIDE DETECTOR AS PER NY5. CODE R315 (SEE PLAN INSTALL AS PER MANUFACTURERS SPECIFICATIONS 8311,,,10 SPECIAL STAIRWAYS: ASPHALT ROOF SHINGLES FOR LOCATION) ALL ENGINEERED FRAMIN6 SHALL BE GENERAL CONTRACTOR TO REVIEW WIITH OWNER : MANUFJ MODEL SPIRAL STAIRWAY5 SHALL COMPLY WITH THE REQUIREMENTS OF &RAGE ICE d WATER SHIELD CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH VER5A-LAM-2,0 3100 AND INSTALLED IN #/ SIZES/ SECTION 8311,1 EXCEPT AS SPECIFIED IN SECTION 8311,1,10 30 BUILDING PAPER DWELLIN6UNIT ON EACH STORY GONTAININ6 A SLEEPING AREA, AND ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. LOCATION AND GRILLE PATTERNS OF ALL WINDOWS AND DOORS 3/4" "ADVANTEGH" EXTERIOR 6RADE PLYWOOD 5HEATHIN6 WITHIN 15' OF EACH SLEEPING AREA, MORE THAN ONE SHALL BE R311,,.10.1 SPIRAL STAIRWAYS: ROOF RAFTERS (SEE PLAN) PROVIDED TO ASSURE THAT NO SLEEPING AREA ON A STORY 15 PRIOR TO ORDERING FOR CON5TRUCT'ION, NOTE : SPIRAL STAIRWAYS ARE PERMITTED, PROVIDED THAT THE CLEAR R-38 CATHEDRAL BATT INSULATION MORE THAN 15' AWAY FROM A GM DET, CARBON MONOXIDE ALARMS PROVIDE METAL TIES AT ALL RAFTER BEARING LOCATIONS, FLOOR TO WIDTH AT AND BELOW THE HANDRAIL 15 NOT LE55 THAN-26" AND GEILIN6 JOISTS (SEE PLAN) z SHALL AL50 BE PLACED ON ANY STORY OF A DWELLIN6,UNIT THAT FLOOR CONNECTIONS AND FIRST FLOOR TO FOUNDATION TIE-DOWN WINDOW SUPPLIER SHALL SUPPLY SHOP DRAWINGS FOR REVIEW, THE WALKLINE RADIUS 15 NOT GREATER THAN-24 EACH TREAD R-4q BATT INSULATION O CONTAINS A CARBON MONOXIDE SOURCE. CONDITIONS. A CONTINUOUS PATH SHALL BE PROVIDED TO TRANSMIT SHALL HAVE A DEPTH OF NOT LE55 THAN 6 " AT THE WALKLINE. I/2" GYPSUM BOARD ~ ~ PRIOR TO FABRICATION, FOR FINAL APPROVAL BY OWNER, p: THE,UPLIFT FORGES FROM THE ROOF TO THE FOUNDATION, (TYP) (SEE ALL TREADS SHALL BE IDENTICAL, AND THE RI5E SHALL NOT BE Z OO 50 SMOKE DETECTOR A5 PER N,Y,5. CODE R313, (SEE PLAN FOR WIND UP-LIFT DETAILS) NOTE: MORE THAN q ", HEADROOM SHALL NOT BE LE55 THAN 6 FEET 6 NOTE: LOCATION) INCHES. PROVIDE ICE d WATER SHIELD AT ALL ROOF EDGES, RIDGES, HIPS, p SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, ALL WINDOWS WITHIN 18 OF FINISHED IFLOOR SHALL BE TEMPERED VALLEYS, EAVES, ETC. IN 18" MIN, WIDTHS AS PER MANUFACTURERS p: w w w; NOTE: TYP, PER CODE REQUIREMENTS w: N N N OUTSIDE EACH SEPARATE 5LEEPIN6 AREA IN THE IMMEDIATE 5/6" DIAMETER FOUND. ANCHOR BOLTS EMBEDDED ," INTO GONG, SPECIFICATIONS AND AS PER RES.GODE OF NY STATE SECTION VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY OF805_2.7,1 www: w: N: FOUND. W/ (LBPS 5/8) 51MPSON STRONG TIE BEARING PLATES AT 56" Q: THE DWELLING, INCLUDIN& BA5EMENT5 d ATTACHED 6ARAG,E5 BUT NOT INCLUDING GRAWLSPAGES AND UNINHABITABLE ATTICS. SMOKE O.G. A MIN, OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN b TO ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE 12 CINCHES OF EACH END OF BOTTOM PLATE AND WITHIN 12" OF ALL TYP I GAL WALL GONSTRIUGT I ON ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN CORNERS. (PER WFGM 3,2.1,,) DESIGNED BY: WR 1X8 VERTICAL CEDAR SIDING THE INDIVIDUAL UNIT, THE ALARM SHALL BE CLEARLY AUDIBLE IN SOLID BLOCK ALL CONCENTRATED LOADING (DOWN) TO STEEL 15# BUILDING FELT DRAWN BY: WR ALL BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL BEAMS OR FOUNDATION WALL. 5/5" "ADVANTEGH" EXTERIOR GRADE PLYWOOD SHEATHING, CHECKED BY: WR INTERVENIN6 DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR _2"x 6" WOOD STUDS ALL SMOKE DETECTORS 15 PROHIBITED. AT MINIMUM, PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL R-.21 BATT INSULATION DATE: 3.12.17 EF 50 CFM (MINS EXHAUST FAN TO BE MECHANICALLY VENTED PARALLEL PARTITION WALLS d BATH TUBS ABOVE. 5/8" GYPSUM BOARD JOB NUMBER DIRECTLY TO THE EXTERIOR (AS PER RCNY5/ 8303.3) PROVIDE PARALLAM PO5T5,UNDER ALL MIGROLLAM / PARALLAM, 16101 ` Z 1 AND STEEL FLITCH PLATE HEADERS AND BEAMS. (TYP) HD HOLOOWN CONNECTION SYSTEM BY "SIMPSON", (SEE SHEET no.Dl) TYPICAL FLOOR CONSTRUCTION: FIN FLOORiN6 O SHEET NUMBER 17 PROVIDE RECEPTACLES 50 THAT NO POINT ALONG THE FLOOR LINE 3/4" SHEET PLYWOOD SIUBFLOORIN6 � IN ANY WALL SPACE IS MORE THAN 51X FEET (6') MEASURED �+ Vy POST FROM ABOVE HORIZONTALLY FROM AN OUTLET IN THAT SPACE. (SEE PLAN FOR FLOOR JOISTS (SEE PLAN) `- LOCAT I ONS) SOLID BLOCKIN6 UNDER ALL CONCENTRATED LOADING H A-4 WILFREDO RIVERA, ARCHITECT 2016 $0'-6• 8' 2' 50'-2' 12'-4' 41'42' W V B G D n ) O STAIR TO BE CONSTRUCTED IN o r�^i � � V ACCORDANCE WITH CODE v J O O Q Q SECTION 311,1 (STAIRWAYS) OF ICA 31�1 T ICA 3"1'11 T ICA 31'T1 T ICA 3111 T ICA 31"71 T ICA 57'71 T ICA 3'1'11 T THE 2015 INTERNATIONAL HSS 5x5xi BUILDING CODE AS ADAPTED BY 0 TYPNYS, COLUMN W I Ox30 FLUSH 5 j"x 117}" PSL HIGH POST H55 'Ix5x HIGH AND LOW BETWEEN WINDOWS ICA 31'11 T � HD m HD p u = I 8 8' 8 H55 5x54 HSS 5x5x O 8' - - I T G A E ' COLUMN COLUMN v R ILI 6 �...� 0 L D d BEDROOM #2 O N v O b 14'-10' - q'-O" GL6. 14'-10' b' a� • �_� �' 10[ ICA 37�1 T MASTER BEDROOM } J d1 J 3 I CATH'L GL6, cl RAILING ■� ~ J I IF _ FALSE RIDGE_ _ _ I I D-2668 / IIFD 5065 XO UPPER W J QQom} FAMILY ROOM = z 0 3 OPEN TO BELOW w ATTIC w w ' z ACCESS 4x6 w � e+470 OO 5D 4x6 POSTS AT ry �j t(1 — — — ENDS w 6x6 POST ry POSTS AT ACCESS Lu O Z p DOWN �r INT, BEARING WALL ENDS w w CL C� DECK ® 6x6 POST 3' 1 4' �� 2'-8' H J 30"x80" DOWN o + J BARN DOOR -'1 _ BATH EF taJl,, IIFD 6066 XX (2) 2 FLUSH (2) 2� 0 FLUSH _ m I t fi� �. dp _ ICA 3331 T in INT, BEARING LL '�'� + 2"xb -� ,� a ;,.. ` - ` % ��•`k. z x w�. GL. I ADO O RAILING M I Tog X I O (DiROOF DECK z 0 rr n 'i 4'-0' 4' b'-2' 4 4'- GMP 6x6 POST 0. DOWN LINEN 4.. IP IN J b• BALCONY Ln 5/ xb E DECK 6 (OR EQUAL) RIPPED DOWN P.T.-2x SLEEPERS OC 5D @O :r ;fl INT, BEARING WALL ■ �, SINGLE PLY EPDM ROOFING MEMBRANE (OR EQUAL) — RAILING S — GMD i+ OO 5D V 3/4"MARINE GRADE PLYWOOD SHEATHING ��y'3�A O p Li I RIPPED DOWN P,T, 2x8 0 16" O,G, SECURED TO TOP �? LINEN OF I-JOI5T5 - PITCH AT 1/4 PER FT. j ..............................................: RAILING $ v A + O .+�0 ON EDROOM #3 N � IIFD 5068 OX / IIFD�668 -� � o e [� �e O MASTER BATH ry� J q'-o" GL6. _N 6 N u -24" TEMP) I — q'-O" GL6. SAFETY-GLASS 0EF III w FROSTED TEMP) 00 OR. SHWR, DOOR, Q 'n SAFETY-6LASS Q b' $e 12'-6' z b' �-+ o � � � Ix O _ PANEL J O ` 48"x54" N p `" e w RAILINv SHOWER' EF W G Lo O II CL. �r v ICA 2g31 T ry /— REE— z I H55 5x54 I I I STANDING I 4' e IM \TJB� COLUMN I 3 M / 5H \` 5 "x HDRHSS 'ix5xi HIGH AND LOW BETWEEN WINDOWS9 I 5 "xq " LVL DR HD �, HD p FRAMER TO COORDINATE IGA�g55 TAW ICA-2q55 3W ; FRAMING WITH PLUMBER FOR ALL WASTE LINES _ ... . . .........�................................... z ....... . DURING FRAMING.(TYPIGAL) ..o�. W o � B G D W�3 amozp� Ower Hoz � C) R ¢] � o�o� a xz � z �z¢ z z a¢z za Wu- o ¢ 8'-0' Il'-I' IS'-4' z p o z¢p7� w z -'o z 6-q' W oz 3"° 600a W�� poo Wa NOTE x�W.Q.�....�VC]wdWrow �eWoE? ALL HEADERS TO BE UPSET FLUSH WHERE 50'-2' 12'-4' "' "' HE16HT WILL NOT ALLOW FOR A DROPPED HEADER, N 5TRUCT, NOTE �-b■ - PROVIDE MIN, (3) GL6. J015TS UNDER ALL POSTS IJP TO ROOF STRUCTURE. (TYP) SECOND FLOOR PLAN SCALE. OO CMP CARBON MONOXIDE DETECTOR AS PER NYS. CODE R515 (SEE PLAN NOTE: NOTE : TYPICAL ROOF CONSTRUCTION: FOR LOCATION) 50LID BLOCK ALL CONCENTRATED LOADING (DOWN) TO STEEL PROVIDE METAL TIES AT ALL RAFTER BEARING LOCATIONS, FLOOR TO ASPHALT ROOF SHINGLES CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH BEAMS OR FOUNDATION WALL. FLOOR CONNECTIONS AND FIRST FLOOR TO FOUNDATION TIE-DOWN GRACE ICE d WATER SHIELD JJNIT ON EACH STORY CONTAINING A SLEEPING AREA, AND CONDITIONS, A CONTINUOUS PATH SHALL BE PROVIDED TO TRANSMIT 30# BUILDING PAPER DWELLING WITHIN 15' ,U EACH SLEEPING AREA, MORE THAN ONE SHALL A AT MINIMUM, PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL THE UPLIFT FORGES FROM THE ROOF TO THE FOUNDATION, (TYPJ (SEE 3/4" "ADVANTEGH" EXTERIOR GRADE PLYWOOD 5HEATHING PARALLEL PARTITION WALLS d BATH TUBS ABOVE. WINDUP-LIFT DETAILS) ROOF RAFTERS (SEE PLAN) PROVIDED TO ASSURE THAT NO 5LEEPIN6 AREA ON A STORY IS R-38 CATHEDRAL BATT INSULATION MORE THAN 15' AWAY FROM A GM DET, CARBON MONOXIDE ALARMS SHALL ALSO BE PLACED ON ANY STORY OFA DWELLING UNIT THAT PROVIDE PARALLAM P05T5 UNDER ALL MIGROLLAM / PARALLAM, CEILING JOISTS (SEE PLAN) z: AND STEEL FLITCH PLATE HEADERS AND BEAMS. (TYPJ WINDOWS: R-4q BATT INSULATION O CONTAINS A CARBON MONOXIDE SOURCE. I/2" GYPSUM BOARD '' ~ PROVIDE RECEPTACLES 50 THAT NO POINT ALONG THE FLOOR LINE Z OO 5D SMOKE DETECTOR AS PER N,Y,S. CODE R313. (SEE PLAN FOR WINDOW SIZES NOTED ON DRAWINGS ,ARE APPROXIMATE R.O. SIZES (IN INCHES) LOCATION) IN ANY WALL SPACE I5 MORE THAN SIX FEET (6') MEASURED NOTE: w O: d v HORIZONTALLY FROM AN OUTLET IN THAT SPACE. (SEE PLAN FOR GENERAL CONTRACTOR TO REVIEW WITH OWNER : MANUF,/ MODEL PROVIDE ICE d WATER SHIELD AT ALL ROOF EDGES, RIDGES, HIPS, OC: p p 0 p: SMOKE ALARMS SHALL BE INSTALLED IN EACH 5LEEPIN6 ROOM, LOCATIONS) # VALLEYS, EAVES, ETC. IN 15" MIN, WIDTHS AS PER MANUFACTURERS O: w w w: w: / SIZES/ � N: a: N: N: � OUTSIDE EACH SEPARATE 5LEEPIN6 AREA IN THE IMMEDIATE SPECIFICATIONS AND AS PER RE5.CODE OF NY STATE SECTION j: j j: VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY OF LOCATION AND GRILLE PATTERNS OF ALL WINDOWS AND DOORS g05_21.1 UJI w w w: w: N THE DWELLING, INCLUDING BASEMENTS 4 ATTACHED GARAGES BUTPRIOR TO ORDERING FOR CONSTRUCTION. w W. W. W. Q. NOT INGLUDIN6 CRAWL5PACES AND UNINHABITABLE ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE TYP I GAL NAL L CONSTRUCTION: DESIGNED BY: WR ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN WINDOW SUPPLIER SHALL SUPPLY SHOP DRAWINGS FOR REVIEW, IX6 VERTICAL CEDAR SIDING THE INDIVIDUAL UNIT, THE ALARM SHALL BE CLEARLY AUDIBLE IN PRIOR TO FABRICATION, FOR FINAL APPROVAL BY OWNER. 15# BUILDING FELT DRAWN BY: WR ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL 5/6" "ADVANTEGH" EXTERIOR GRADE PLYWOOD SHEATHING CHECKED BY: WR INTERVENING DOORS CLOSED, ONE CENTRALIZED ALARM HORN FOR NOTE: _2"x b" WOOD STUDS ALL SMOKE DETECTORS 15 PROHIBITED. R_21 BATT INSULATION DATE: 3.12.17 ALL WINDOWS WITHIN 16" OF FINISHED FLOOR SHALL BE TEMPERED 0EF 50 CFM (MIN) EXHAUST FAN TO BE MECHANICALLY VENTED TYP, PER CODE REQUIREMENTS 5/6" GYPSUM BOARD 0 JOB NUMBER DIRECTLY TO THE EXTERIOR (AS PER RCNY5/ R303.3) TYPICAL FLOOR CONSTRUCTION: w 16101 HD HOLDOWN CONNECTION 5Y5TEM BY "15014". (SEE SHEET no,Dl) ^ FIN FLOORING H SHEET NUMBER 3/4" "ADVANTEGH" PLYWOOD W5FLOORIN6 FLOOR JOISTS (SEE PLAN) V P05T FROM ABOVE 0 V w A-5 ® ® e e e ® ® ® ® ® ® 0 ® e ® U) WILFREDO RIVERA, ARCHITECT 2016 cl v 712 ROOF RAFTERS 2xI2 ROOF RAFTERS a 16" O.C. O 'j C)............................... U) u 0 0 w 0 _j I M v I 8. ROOF NOTE5". Lu _j Lu _j c z I < ze' II p w It P NOTE. PROVIDE CONTINUOUS SOFFIT VENTING 0 tu _j Lu (TYPICAL) CD > U- IIINOTE- PROVIDE CONTINUOUS ALUMINUM HALF-ROUND CUTTERS VIII ON Q) Lu ui _11lu AND LEADERS WITH BAKED ENAMEL FINISH. (TYPICAL) LL U- m lu u ISI < x I M < n NOTE. PROVIDE STEEL CONNECTORS AT ALL INTERSECTIONS OF RIPCPE5, HIPS, VALLEYS AND DOUBLE ROOF RAFTERS. (TYPICAL) 0 O I 1 i I u_ u NOTE: DOUBLE FRAME AROUND ALL ROOF OPENINGS AND OR PENETRATIONS AT DORMERS, CHIMNEYS, ETC. Ilii i I— - - j"xII A" P5L 4� x x NOTE: ALL RIDGES TO HAVE CONTININUOU5 RIDGE VENTING ROOF BREAK WITH ROOF SHINGLE OVER TOP. NOTE- PROVIDE "ORACE" ICE 8 WATER SHIELD AT ALL RIDGES, HIPS, exe, VALLEYS, ROOF WOES, EAVES, ROOF PITCH CHANCES, DORMERS, POST bxb P05T bxb POST DOWN CRfCi<ET5, ETC. AS PEP. MANUF. SPECS. bxb POST DOWN Lu DOWN Lu DOWN __5 1/2r-_Xlj�_�_PSL __l 5 1/4"xl4" P5L RIDGE 5 J;�?"Xll Va" P5L ROOF c� ECS UNDERLAYMENT SHALL BE 50LB MINIMUM AND APPLIED 5HIN6LE I> 1 7 / I W I R106E BEAM =BEAM-A1-_VeN-T-_ L/N -FRIOC7E BEAM VE 5/4" " < r� < xbIPE PECKINC7 (OR EQUAL) STARTINGFASHION, PARALLEL TO AND STARTING FROM THE EAVE AND Q� 6 1 F Ot — — — — — — RIPPED DOWN P.T.-2x 5LEEPER5 LAPPED 2 INCHES, FA5TENEED SUFFICIENTLY TO HOLD IN 0 0 PLACE. END LAPS SHALL BE OFFSET BY & FEET. ICE I WATER (D SINGLE PLY EPOM ROOFING MEMBRANE (OR EQUAL) f7— GRADE PLYWOOD SHEATHING SHIELD SHALL BE INSTALLED IN SAME FASHION AS L I I IL — — -- _ _ _i � 0 xi 3/4"MARINE C ca 0 RIPPED DOWN P.T.-2x5 ® I6' O.C. SECURED TO TOP -UNDERLAYMENT, COMMENCINe AT FRONT EDGE OF EAVE TO rl0 4_ _ _ _ -- - - -I— _ 7 _ _ _ - — _16- III I ROOF BREAK x OF I-JOISTS - PITCH AT 114" PER FT. DISTANCE MEASURED 24 INCHES HORIZONTALLY FROM INTERIOR x L WALL, AND VERTICALLY TO ROOF. ICE I WATER SHIELD WILL ............ 'Ps-e q IF — —0 - F 33ixff VARY IN P410TH FROM 5 FEET AIDE TO & FEET AIDE, DEPENDING III I ul ON ROOF PITCH AND SOFFIT DEPTH. ICE I WATER SHIELDS L SHALL BE INSPECTED BY THE BUILDIN6 INSPECTOR PRIOR TO Lu r APPLYING SHINGLES.-j YAA 0 NOTE: VALLEY LININC-75 SHALL BE INSTALLED IN ACCORDANCE WITH lu THE MANUFACTURER5 INSTALLATION INSTRUCTIONS BEFORE 4-1 IS Lu IL u 03< 5 P _n LL II I BUILDING INSPECTOR PRIOR TO APPLYING SHIN6LE5. 0 0 APPLYING SHINGLES. VALLEYS SHALL BE INSPECTED BY THE < tu IL Lu Y _90 � 0 ... .... ....... ... .... ....... .... s' �( I� I � , � II I I ryQ I I II e- xII I 1 I I I ry I -� v i N 1� 7 4 -j - - - - �D L -- — - - - - - - = - - 0 \.6 w x12 ROOF RAFTERS a lb" O.C. O C) 75 ROOF PLAN 50ALE; "= 1-'O" ....... ............ ............... ... ............... C)z mw w u 0 �4 C4�t� z �4 STRUCT. NOTE -�R 0 R"-4 -0 0,4 NOTE 'g �:"g< PROVIDE MIN. (5) CLO. J015T5,UNDER ALL PROVIDE "ORACE" ICE I WATER SHIELD �R z, P05T5,UP TO ROOF STRUCTURE. (TYP) AT ALL R1176ES, HIPS, VALLEYS, ROOF z Z�l zu ��w It 1-Z ('D EVC,E5, EAVES, ROOF PITCH CHANOES, _2" x 6" COLLAR TIES A 32" OC. _jm< r�3 8u" z<n:� DORMERS, CRICKET5, ETC. AS PER 'Z MANUF. 5PEC5. 4"VTR 0 z- '-z <Z (11 4"VTP, t It 0 '0 5 cz,4 w MASTER BATH BATH _T .... ... 2"V 1 1/4- V 1 1(4- V -21 V21 V 1 11/4"V 1 1114"V LAV LAV WATE CL I LAV LAV WATEP,CL SHCtWER TUB 2ND F I it, IN 1 !4"W " co IV co III— 2W _2" IN 2"W 4"W 4] 4- 5 4"W 4"5 CO 0 LAUNDRY BATHKITCHEN q w 1 1/4" Z: g V 2'1 V 1 1/4 Q:- V 1 1114"V Z.I LAV I LAV WATER CL tu. I KITCHEN SINK WASH17-rl W/CONNECTION I'WE5 uj: MACH FAI -21 IST FLR LEI 2' Wuj IN 11 " IN 4' 5 ul) uj: %n: CIO II >: -21 w CO H 1 1/2' IN THE INSTALLATION OF THE PLUMBING SYSTEM, EQUIPMENT, AND COMPONENTS INCLUDING CO 4- 5 DESIGNED BY: WR SERVICE, P15TRIBUTION SYSTEM, FIXTURES, APPLIANCES, DEVICES, APPURTENANCES, H DRAWN BY: WR AND TESTING, SHALL COMPLY WITH CHAPTERS 25 THROUGH 52 OF THE RE51DENTIAL CO C-01 CODE OF NEW YORK STATE. 4' TO AN APPROVED CHECKED BY: WR L-TYPE COPPER PIIPINry P41TH LEAD-FREE SOLVER JOINTS SEPTIC, SYSTEM � DATE: 3.12.17 I" DIAMETER HOT AND COLD MAINS AT BASEMENT 4' HOUSE TRAP ALL R15ER LINES TO BE 5/4" DIAMETER WITH BALL VALVE SHUT-OFFS. IN GONG PIT JOB NUMBER PLUMB INO R15ER PIAORAM 16101 SCALE: N.T.S. SHEET NUMBER 0 0 A-6 WILFREDO RIVERA, ARCHITECT 2016 CONTINUOUS RIDGE VENT (TYP) \t � X �ay Y V ROOF FRAMING PER 10 " R-35C CATHEDRAL 2" x b" COLLAR TIES PLAN BATT INSULATION 32" or-. (TYP) FRAMER TO COORDINATE R-20 INSULATION AT - -______-==-- `== ------------ R-4q INSULATION FLAT T� � - ->y - -_, --- - - - =; :___________ CEILINGS - TYP• v 0 I;r---n----rt---�l; ;r---n----Ir---��;�r---n----rt---��; it r---n----R---il; FRAMING WITH PLUMBER EXTERIOR WALLS - TYP. ^' 1 'll n 1111 II' 11 II II I ' 'i f...,f=.=if...,ll 'i f.........r---;;f....J,f...�f ccc�;' ';f.=.,f---it---I i • `! V FOR ALL WASTE LINES ;; ;; "" ;; " ;; `AITJ 'I� '� ;� ";" ��; ;" '; CEILING FRAMING PER PLAN � - DURING FRAMING.(TYPIGAL) �= ------------- ' TOP PLATE AT _ _ _ I 11TV' r. x e �' r X / \ iI/ C TOP PLATE AT SECOND FLOOR SECOND FLOOR ,^�., 0 c~j) INTERIOR SHEAR WALL © PLYWOOD ONE SIDE - TYP. 5/4"xb" IPE DECKING (OR EQUAL) i RIPPED DOWN P.T.-2x SLEEPERS • �� p " ___rn,r___.N____R___ u n n Iml a i;l nl in TYPICAL EXTERIOR _ ;; w ;; " ;I ""' ! "' ;I ii " SINGLE PLY EPDM ROOFING MEMBRANE (OR EQUAL) '- II1 I ;II " iilll ;; iII III ;II MASTER BATH " N ' "' "' BEDROOM #3 3/4 MARINE GRADE PLYWOOD SHEATHING Z WALL CONSTRUCTION 11 aN " JL___JL__- JL___JL_-_ — ""- NF===,Ir ,r.___ a II Fce. __ �r___� ;�.ee�r_'__ ___Jy it Fce=7f.___ M ,r - m ,r n , l J ul n u nI ll u n unl n n il nl n I ';; w Il II II. III ll INiI II I III ,l ._ 611 RED TO TOP "' V III N 11 III u l I, roll 1i III u 4 111 P.T. 2x5 a Z IIIiI Jt IL_ __JL_ ;i l____Jt:==_ Ill � • • PIP ED ,r.. .. l I.�---„ �" III _.r... � OF IP-J015�5N PITCH AT I/4" PER FT,� III II ;' ;'; 111 II w li /4" PLYWOOD 5lJBFLOOR � I; N N N D O IIL___JL__ R.___J II uL___-JL___Jt___J I11 L___..il.___.JL___JN IIL=_...1L_ Lu _ ---x--=�; F=_->�,rf--ar-_- ---al'—»�" _ _-- EXT. GLUE. GLUED AND 5GREWE - v I�nrr�r--��I-n il n _ JL _ r TO ALL FLR BMS. BLOCK: ALL " - -L---Jt.--- Ill .._...L---JL--..Ail II ---"-`-" --' ' - I I -N N UNSUPPORTED EDGES • II II BLOCKING " Nll SECOND FLOOR -- - — SECOND FLOOR ir_____________i r =- ' I�4l I,IL___Jt____JL___J I; L---JL---JL___J 1, Ih _ or ;I r---v---vy ,r a-'-i;;i a-- a�__i i. 4 i ,' MIN I _ ,II u IF-1 y iii n ; , mw ;;; ; ;; ;; ; ; ;; ;; ; ; ;; II FLOOR FRA G L___Jt___JL___J ii i; , PER PLAN — i' i; I I III ;; '' I ' ; 0 2x8 P.T. LEDGER � ;;; ;,; l II ;'G•�;I;II ;l ',; ; I;, i = _ I I SIMP50N DTT2Z L___J____LL L___L_2_LLJY_ ____LL L___L____LL___J SECURED W/ IL2"cD 5.5. � ' ` PROVIDE METAL TIES AT ALL RAFTER - BEARING LOCATIONS PER Rb02.11. A I'I a CONTINUOUS LOAD PATH SHALL BE - - PROVIDED TO TRANSMIT THE UPLIFT _ I _ FORGES FROM THE ROOF TO THE �y - , 'I �i - - - 12 FOUNDATION. (TYPJ I �/ SIMP50N MT550 5TRAP5 d A54 4 - " x k X _ _ 4 CONNECTORS A 16" OG FOR RAFTER/ TOP PLATE/ STUD TIE CONNECTION / \ ' {� TOP PLATE - - - - - i/ \ 'Y - - TOP PLATE - - ) O ALUMINUM GUTTERS AND LEADERS / \ i 10 " R-380 CATHEDRAL � BATT INSULATION ROOF FRAMING PER � • 5/4" FASCIA BD - TYP. i PLAN � C1� o 0 = H59 '7x5xj TUBE H55 '7x5xj TUBE _ STEEL STEEL O Ix T46 CEDAR SOFFIT W/ "' U _2" SCREENED VENT - TYP. C� m 0 j - --- - �--� 0 . - o • �--� W . = H S 'ix5x TUBE HSS "7x5xi TU BE ry Q STEEL - - - STEEL- SECOND FLOOR --IJ-2 ----- ---- j W Ibx40 LOW STEEL L_ _ BEAM BEYOND _ ----.- _ ------ ------------ ------ --- -2 STORY '- _ FOYER2 STORY UJI C) _............_.._—..........__.....—........_._..._................—.... -------._._._.�. -------------- FAMILY ROOM Ag T.O. FIRST FLOOR SUBFLOOR T.O. FIRST FLOOR �5 -[)0C ,- OIL ELEVATION = 0'-0" 5UBFLOcOR - LEVAT ION O'-O" y Pw 11=I!I -III--III-111 III s � �11-�1--111-.III_ .1'-1 t � '•»ti H-� , I �I 11=1 11—I 11—I 11=1�I- 11=i - SLOPE 6ROUND AROUND FOUNDATIO -I I=1I I-III-I'I I1=1III F OOR FRAMING PER PLAN _I=111 111=111=1I CI' T'> 3295 AS PER (R401.3)THE GRADE ADJOINING T � �� _III-1. 1 �._� I I III "� ..... ALL FOUNDATION WALLS SHALL BE R-Iq INSULATION ® =1111-III- I I ...... p SLOPED AT A MINIMUM OF 51X INCHES J _ FLOOR - TYP. - J O �I�I-_I-li b (6") WITHIN THE FIRST TEN FOOT _ `A BASEMENT II= \ O -F-+ 0 ' -III-I � o (10'-0") DISTANCE FROM THE WALL. = - 11' 3 1/2" DIA. 50H 80 STEEL 111-11111 � -IIFIII PIPE COLUMNS ON POURED I1=1111- 4-1 U � a, � ' CONTINUOUS RIDGE °' >' bb 1=1�I- E ® D ® ■ ® ® ® ® 0 ® ® D FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE R703.7.3 UPLIFT CONNECTIONS As per ANSI/AF&PAWFCM-2001 Edition-Table 3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER PROVIDE ALL TOE-NAILING AS PER NAILING SCHEDULE. #coMMON [q BOX SPACING OF DESCRIPTION OF BUILDING ELEMENTS NAILS NAILS FASTENER Size of Steel No.of'%"or Angle(a,c) equivalent NOTE alternate No Story Above One Story Two Stories ROOF FRAMING (inches) Above Above Reinforcing A CONTINUOUS LOAD PATH Bars(b) Rafter to To Plate Toe-nailed (3.4A SHALL BE PROVIDED TO TRANSMIT THE UPLIFT MT530 AT RAFTER TO HEADERS P ( ) ) 3-8d 3-lOd per rafter FORCES FRO THE ROOF TO THE FOUNDATIONBY"SIMPSON STRONG TIE" Ceiling Joist to Top Plate(Toe-nailed) (3.4A) 3-8d 3-10d perjoist 3 x 3 x%4 6'-0" Y-6" T-0" 1 . (TYP. PER CODE) 4 x 3 x'/< 8'-0" 5'-0" 3'-0" 1 Ceiling Joist to Parallel Rafter(Face-nailed) (3.9A) 8-16d 8-40d each lap 6 x 3-''/2 x'/< 14'-0" 8'-0" 3'-6" 2 Ceiling Joist Laps over Partitions(Face-nailed)(3.9A) 8-16d 8-404 each lap 2-6 x 3-'/2 x''/4 20'-0" 11'-0" 5'-0" 4 Collar Tie to Rafter(Face-nailed) (3.6A) 3_8d 3-10d per tie(side) 'd TABLE 503.3.3.1 Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end n , 0 MINIMUM PIPE INSULATION moi/ Rim Board to Rafter(End-nailed) 2-16d 3-16d each end (thickness in inches) Simpson Strong-Tie WALL FRAMING 0 Q� Piping Fluid PIPE SIZES' Rafter / Ridge / Rafter Tie Detail CS20 at each end , �,i V Systems of all exterior ✓toll headers Top Plate to Top Plate(Face-nailed) 2-16d' 2-16d per foot s-H �� Y Temperature Types Range,°F Runouts 1 and 1.25"to 2.5"to 5"to 6" 8"and Simpson CS20 20 GA. �/J ��/ 0 Up to less 2" 4" larger 1 1/4"W x 14"L Exterior Header Tie Detail Top Plates at Intersections(Face-nailed) 4-16d 5-16d joints-each side ^ , H-{ HEATING SYSTEMS (PLACE Q 16" OC.) USE 4-8d NAILS@ W EA. SIDE Stud to Stud(Face-nailed) 2-16d 2-16d 24o.c. TOTAL OF 8-8d NAILS Simpson CS20 " r--I � [p � Steam and Header to Header(Face-nailed) 16d 16d 16" o.c.along edges (� hot water 20 GA. (3.SA) High �• 1 1/4"W X 21"I. Top or Bottom Plate to Stud(End-nailed) 2-16d 2-40d per stud O pressure/ 306-450 1-'/2 2-'/z 2 -'/z 3 3-'/2 3-'/2 ° temp. (1)@ SPANS LESS THAN 4'-0"W/ 14-8d NAILS EACH STRAP Medium •e (2)@ SPANS GREATER THAN 4'-0"&LESS THAN 8'-0"W/ m �j pressure/ 251-305 1-'/z 2 2-1/2 2-1/23 3 14-8d NAILS EACH STRAP U tG 1 Lw temp. (3)@ SPANS GREATER THAN T-0"&LESS THAN 12'-0"W/ Bottom Plate to Floor Joist,Bandjoist,Endjoist 2-16d p es ure/ 201-250 1 1-'/2 1-'/: 2 2 2 14-8d NAILS EACH STRAP or Blocking(Face-nailed) 2-16d12 per foot 0 temp. ° ° 1 Low • FLOOR FRAMING temperature 106-200 %2 1 1 1-'/2 1-'/2 1'/2 Joist to Sill,To Plate or Girder Toe-nailed 4-8d perjoist P p ( ) 4-lOd P j Steam °• Bridging to Joist(Toe-nailed) 2-8d 2-10d each end condensate Any 1 1 1-'/2 2 2 2 °• 51mp SOA Str'onclq-TIC (for feed e• Beft Anchors cAd Twlst 5treip Blocking to Joist(Toe-nailed) 2-8d 2-10d each end water) A34 : 18 GA. I%6"x 2%" COOLING SYSTEMS Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block USE 8-8d x ly„NAILS 40-55 /2 /z '/. l 1 1 PLACE ® 16" OC.) Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Chilled water, refrigerant 5eeure Holdown to Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d perjoist And brine: Below 40 I 1 1-'h 1-'/2 1-%2 1-'/2 5tud5er monuF. 5 ees. Rafter / Plate / Stud Tie Detail p p Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist For SI: 1 inch=25.4 mm,1 foot=304.8 mm,C=[(°F)-32]/1.8. a.For piping exposed to outdoor air,increase insulation thickness by 0.5 inch. Simpson MTS 3 0 & A34 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot b.Runouts not exceeding 12 feet in length to individual terminal units. ROOF SHEATHING W W (PLACE ® 16" OC.) MTS30 : 16 GA.30"LONG ,1hreGded structural Panels sd lad 3"edge/6"field a Q USE 7-10d NAILS TO RAFTERS Trtiple.2x Built-Up Stud : 0 TABLE 504.5 USE 3-8d NAILS MIN.TO PLATES RO Diagonal Board Sheathing E~ MINIMUM PIPE INSULATION USE 7-10d NAILS TO S'T'UDS �.�.1 ;. (thickness in inches) psupport �`�• C 1"x 6"or t"x 8" 2-8d 2-lOd per � " "� C., F ;aGUO Floor,,.IOist 1"x 10"or wider 3-8d 3-10d per support €C1 Service PIPE SIZESa Water- Noneirculatmg Circulatingmains and runouts Heating runouts CUT CEILING SHEATHING � ✓ r,, ' � P p N Gypsum Wallboard 5d coolers 7"edge/10"field , Temperatures Use eye other nod holC LENGTH 5d coolers t U to 1" U to 1.50"to in a ro to provide the •F P 1.25' 2' Overt code-required mm�murn 1 i q END WALL SHEATHING (� " 170-180 0.5 1.0 .5 2.0 LE GTH center-to spocing for nail$ Simpson Holdown Anchor Between Structural Panels 8d 10d 3"edge/6"field 140-139 0.5 0.5 1.0 1.5 Floors HD Fiberboard Panels �JJn ~w` 100-139 0.5 0.5 0.5 1.0 ( _ rN For Sl: 1 inch=25.4 mm,°C=[(°F}321/1.8, CLEAR HD5A(TOP&BOTTOM EACH SIDE) 7/16" 6d 3"edge/6"field 1 Btu/h/inch•f12•°F=0.144 W/(m-K). SPAN USE(2)3/4"DIA.MACH.BOLTS TO STUDS 25/32" 8d 3"edge/6"field a. Nominal iron pipe size and insulation thickness. Conductivity,k=0.27 LTP4 USE(2)5/8"DIA.THREADED RODS(ASTM FI 554 Gr 50) b BETWEEN CONNECTORS Gypsum Wallboard 5d coolers 5d 7"edge/10"field V o USE 6- 8d NAILS INTO PLATE U � .� USE 6- 8d NAILS INTO JOIST �R Diagonal Board Sheathing -1-' -, ti rn TOTAL OF 12-8d NAILS PHD2-SDS3 (TOP&BOTTOM EACH SIDE) � � � END n 32"o/c) USE(20)SDS J x 3 SCREWS TO STUDS I"x 6"or 1"x 8" 2-8d 2-lad per support r ° Provide minimum �" LENGTH (PLATE` ) U � v end distance e USE(2)5/8"DIA.THREADED RODS(ASTM F1554 Gr 50) 1"x l0"or wider 3-8d 3-10d per support o BETWEEN CONNECTORS Equal number of U specified nails 1. Nail requirements are based on wall sheathing nailed 6"on-center at the panel edge. in each endl Simpson Strong-Tie If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear (�� \O v CS Coiled Strop and capacities, nailing requirements for structural members shall be doubled,or 4" SPHERE UNABLE LS70 Lateral Tie Plate alternate connectors,such as shear plates,shall be used to maintain the load path. TO PASS THRU LL Floor / Floor Tension Tie Detail 2. When wall sheathing is continuous over connected members,the tabulated number �7T- of nails shall be permitted to be reduced to 1-16d nail per foot. BALUSTERS @ MAX. Simpson CS20 Strap & LS70 Lateral Tie Plate �--i 4" OC. (SEE SPECS p N For S1: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=1.609 km/h. FOR TYPE OF MATERIAL) �^ a.All nails are smooth-common,box or deformed to shanks except where otherwise stated. o CLE :20 GA.38"L Nails used for framing and sheathing connections shall have minimum average bending V z f(1 CLEAR SPAN+20" shield strengths as follows: 80 ksi(551 Mpa)for shank diameter of 0,192"(20d common USE 4-8d NAILS @ Ea.End Length nail),90 ksi(620 Mpa)for shank diameters larger than 0.142"but not larger than 0.177", 4D and 100 ksi(689 Mpa)for shank diameters of 0.142"or less. p _ TOTAL OF 8-8d NAILS r--1 b.Staples are 16 gage wire and have a minimum of 7/16-inch on diameter crown width. r•-I ' N (Additional nailing thru plates&box) ® c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are (STRAP @ 16"o/c-EACH STUD) ® 48 inches or greater. [ ® d.Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. M Simpson Strom TIC p g g P p g Rd nail 1). e.Spacing o asteners not includedint is table shall e based on Table £ For regions having basic winds speed of 110 mph or realer,8d deformed nails shall be w N w C)Z IJ „ p g used for attachingplywood and wood structural panel roof sheathingto framingwithin : O w w W. w G SPHERE UNABLE PHD minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet, �O a z H p x TO PASS TH RU up to 35 feet maximum. �z 3 ¢m 3 u O¢ o i4¢ g.For regions having basic wind speed of 100 mph or less,nails for attaching wood �ow.� Z w P p Z Q STAIR ELEVATION DETAIL structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on 0 0 w E o O �i x uV$ center. When basic wind speed is greater than 100 mph,nails for attaching panel roof z w w w z Z Z¢ SCALE:Y'=I'-O" „ 1 „ sheathing to intermediate supports shall be spaced 6 inches on center for minimum, H z a a p LTP4 20 GA.3 X 4� ! 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable w Z Lateral Tie Plates z�w �z a a o ¢ NOTE 1 ••• o ° end wall framing. ¢ x¢p m x w P w w z USE 12-8d x IY NAILS • P. o h.Gysum sheathing shall conform to ASTM C 79 and shall be installed im accordance with Z p o Cn �'w z a Z ¢ HANDRAILS AND GUARDRAILS SHALL BE ASSEMBLED ;�� (6-Nails into plate,6-Nails into box) GA 253. Fiberboard sheathing shall conform to ASTM C 208. o H¢o 0 0 Z x AND CONSTRUCTED TO WITHSTAND A LIVE LOAD OF ' i.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by fJ w Z PLACE 0 32 OC. 5 wQo¢o ¢o�a framing members and at all floor perimeters only. Spacing of fasteners on roof sheathing w U(j x x ¢ 200 lbs. PER SO. FT. IN ACCORDANCE WITH THE RES. x w x o..�.�w x w-�o Predeflected Holdown Anchor (HDU) panel edges applies to panel edges supported by framing members and at all roof plane H m�¢c v p w m w H c Q H CODE OF N.Y. STATE AND TABLE R301 .5 • Simpson Strong-Tie perimeters. Blocking of roof or floor sheathing panel edges perpendicular to the framing HANDRAILS ADJACENT TO A WALL SHALL HAVE A CS iCoiled Strop and members shall not be required except at intersection of adjacent roof planes. Floor and W LTP4 Lateral Tie Plate HDU5"SDS3 roof perimeter shall be supported b framing members or solid blocking. �- SPACE OF NOT LESS THAN IYz" BETWEEN THE WALL P PP Y g g� 14 GA. AND THE HANDRAIL. (SECTION R315.I) 3 "(W)x 119/16"(H) 2 7/8"(B) For S1: 1 inch=25.4 mm. A ALL NEWLY CONSTRUCTED STAIRS SHALL CONFORM TO Dbl.Sill Plate / Floor/ Stud Connection Detail (BOTTOM)SIMPSON RFB#5x16 IMBEDED 12"WITH THE RESIDENTIAL CODE OF N.Y. STATE SECTION R314, a.Nail is a general description and may be T-head,modified round head or round head. CS20 Strap & LTP4 Lateral Tie Plate "SET"EPDXY.CNW 5/8" DIA.COUPLER NUT WITH b.Staples shall have a minimum crown width of 7/16-inch on diameter except as noted. HANDRAILS SHALL CONFORM TO SECTION R3 15 OF THE A-36 THREADED ROD,MINIMUM 14-SDS 1/4"X 3"WOOD c.Nails or staples shall be spaced at not more than 6 inches on center at all supports RESIDENTIAL CODE OF N.Y. STATE. where spans are 48-inches or greater. Nails or staples shall be spaced at not more (PLACE 0 16" OC.) SCREWS P g P P GUARDRAILS SHALL CONFORM TO SECTION R3 1 G OF THE 20 GA.24"L than 12 inches on center at intermediate supports for floors. RESIDENTIAL CODE OF N.Y. STATE. USE 9-lOd NAILS @STUD (TOP)SIMPSON PHD5-SDS3 WITH 5/8"DIA NYLON d.Fasteners shall be placed in a grid pattern throughout the body of the panel. USE 9-I Od NAILS @BOX&PLATE LOCKING NUT e centerFor ply each panels,intermediate nails shall be spaced not more than 12 inches on f.Hardwood underlayment shall conform to ANSI/AHA A135.4. Simpson Strong-Tic Ootolog No. RR EXTERIOR WOOD FRAMED SHEAR WALL CONSTRUCTION - 2xG" STUDS A,T I G" o/c ° r.- - NOMINAL 5/8" THICK PLYWOOD WALL SHEATHING PANELS - SHEATHING FASTENED TO STUDS VIA: 1 Od NAILS AT 4" o/c AT EACH STUD, ALONG SIDE WALLS I OJ NAILS AT G" o/c AT EACH STUD, ALONG FRONT AND REAR WALLS o 0 c ° O Simpson Strong- Simpson No. 132 Simpson Strong-Tie GOta10g No. HR422 0 U_: 51MP50N HGLTV5.51 I Simpson Strong-Tic Gatolog No. HGP SIMPSON ITT41 I .88 � '/;10 ( `:: ' DESIGNED BY: WR ROOF SHEATHING FASTENING SCHEDULE �"../ -� (J) DRAWN BY: WR CHECKED BY: WR RING SHANK MAILS (0.135 x-2 I!2") F-4 DATE: 10-28-16 1 1 ' O 1 O W JOB NUMBER • . � Panel Location Fastening Zone 0 � Q 4� 5IMP50N LCC COLUMN CAP t) 16101 3-1/2" OD SCH 40 PIPE COL ° 1 2 3 O O O /T � SHEET NUMBER SUPPORTED PANEL AND END EDGES 61, OG (01, OG 61, 00 COLUMN CAP TOP FLANGE TRIPLE 1 .75 LVL HANGER TOP FLANGE DOUBLE SINGLE J015T HANGERS PANEL FIELD .1.2" OC, 61, 00 4° OC1 a ® ® ® ® ® N ® ® ® ® ® ® ® ® ® U-) WILFREDO RIVERA, ARCHITECT 2016 70D a DO NOT PROCEED W11°i ■ ® ® ® ® ® M ® ■ FRAMING UNTIL SURVEY 6F FOUNDATION LOCATION GENERAL NOTES HAS BEEN APPROVED. ' 1 . ALL WORK SHALL CONFORM TO THE RESIDENTIAL BUILDING CODE OF NEW YORK 13. STRUCTURAL STEEL: N. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR H. COORDINATE WITH THE OWNER FOR THE PLACEMENT OF NEW C. CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM p^�g� STATE (LATEST EDITION), ENERGY CONSERVATION CONSTRUCTION CODE OF NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. TELEPHONE, COMPUTER LINES, ALARM SYSTEM AND AUDIO/VIDEO, ETC. OF RUN. THE UNDERSIDE OF ALL STAIRS SHALL RECEIVE 1/2" GYP. BD. - f3f"�J;l OED [f� ;:�;i E NEW YORK STATE (LATEST EDITION) AND ALL APPLICABLE CODES. A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AI5C STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT IN ACCORDANCE WITH SECTION R314.5. �/ SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS INCLUDING THE TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. ANY STUD MAY BE 1. ALL WIRING SHALL BE COPPER AND SHALL RUN CONCEALED WITH-IN DATE: B.P.ti f ��o IT I5 THE INTENTION OF THESE DRAWINGS TO PROVIDE FOR THE CONSTRUCTION CODE OF STANDARD PRACTICE AND SPECIFICATIONS FOR STRUCTURAL BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING CONSTRUCTION AND/OR ABOVE CEILINGS. D. AT OPENINGS AROUND CABLES, WIRING, VENTS, PIPES DUCTS AT O �d ''-� > (jL___-OF A NEW RESIDENCE, INCLUDING EVERY ITEM AS SHOWN OR REASONABLY JOINTS USING ASTM A-325 OR A-490 BOLTS. HOLE IS NO MORE THAN 60 PERCENT OF THE STUD WIDTH, THE EDGE CEILING AND FLOOR LEVELS SHALL BE SEALED WIITH FIRE RATED 5TAFING ^ , FEE: �� FYI..- IMPLIED, OR REQUIRED, TO COMPLETE ALL WORK. OF THE HOLE 15 NO MORE THAN 5/8 INCH TO THE EDGE OF THE STUD, J. ALL LIGHTING FIXTURES SHALL BE INSTALLED COMPLETE WITH LAMPS. AND CAULKING (3M OR APPROVED EQUAL). (a) NOTIFY BUILDING DF.F',1'i 1°r."S T AT B. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A GUT OR 765-1302 3 AM TO u ,Pl`"! FOFI THE 3, THE DRAWING AND NOTES ARE INTENDED TO BE COMPLETE. SHOULD ANYTHING YIELD STRENGTHS AND SPECIFICATIONS: NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS K. ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING E. NOMINAL LUMBER(FULL WIDTH AND DEPTH OF SPACE I FOLLOV'JIIKa INSr'tCl!OP;S: BE OMITTED FROM THE DRAWINGS, NECESSARY TO THE PROPER DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE WORK OF OTHER TRADES FOR EQUIPMENT TO BE WIRED BY THIS 1. FOUNDF,T10�! - TWO Ri=C:IJ'QED CONSTRUCTION OF THE WORK, HEREIN DESCRIBED, IT SHALL BE THE DUTY OF YIELD ASTM SPEC. AS FIRE BLOCKING AS WELL AS ALTERNATE MATERIALS)L STEDUNDER ACCEPTABLElz� DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS CONTRACTOR I.E. HVAC, ALARM SYSTEMS, ETC. SECTION 8602.8. I 'L� FOR POURED CONCRETE THE CONTRACTOR TO NOTIFY THE ARCHITECT. A. STEEL SHAPES, BARS AND PLATES 3G KSI A-3G BORED. USE OF APPROVED STUD SHOES 15 PERMITTED WHEN THEY ARE ^ , ~O INSTALLED IN ACCORDANCE WITH THE MANUFACTURER' S L. UPON COMPLETION THE CONTRACTOR SHALL SUBMIT UNDERWRITERS 22. INSULATION IN THE EXTERIOR WALLS CEILINGS OF ALL HEATED SPACES SHALL `j�/ 2. ROUGH - FRAI',1!1\1t3a F, PLUI%4 lNG B. STRUCTURAL STEEL PIPE 3G K51 A-501 RECOMMENDATIONS. CERTIFICATE FOR WORK UNDER THI5 CONTRACT. I �'' 3. INSULATION 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. DO NOT C. STRUCTURAL STEEL TUBING 4G KSI A-500 4. FINAL - CONSTRUCTION MUST SCALE DRAWINGS. WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS D. ANCHOR BOLTS 3G K51 A-3G OR A-307 BE FIBERGLASS BATTS, SIZE AS INDICATED ON DRAWINGS, WITH A VAPOR BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND WINDOWS AND • r--i 'C$ O. ALL JOISTS SHALL BE CR.O55BRIDGED WITH 50LID BRIDGING AND/OR M. PROVIDE TYPEWRITTEN DIRECTORY SHOWING USE AND LOCATION OF AL DOORS WITH INSULATION. ALL INSULATION SHALL BE SIIZED, LOCATED, (z V TAKE PRECEDENCE. IF DISCREPANCY ARISES BASED ON FIELD CONDITIONSL BE COhd:PLETE 0R G.O. CONSULT WITH ARCHITECT'S OFFICE BEFORE PROCEEDING WITH WORK OR 5/4" x 3" BRIDGING AS INDICATED AT MID-SPAN OR INTERVALS NOT TO CIRCUITS. r^ �+-1 � ALL COI�iSTRUCTiO:"v SHALL MEET THE C. ALL BOLTED STEEL BEAM AND COLUMN CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE W/ N.Y.S. ENERGY CODE. vJ O O ORDERING MATERIALS. EXCEED 8 0 O.C. AND SiECURELY NAILED AT EACH END. BRIDGING �y N REC?UIREMENTS OF TFIE CODES OF iii 1N ERECTED WITH 3/4"O ASTM A-325 HIGH STRENGTH TENSION CONTROL SHALL NOT BE NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE N. ELECTRICAL RECEPTACLES SHALL BE WIRED WITH A MAXIMUM OF EIGHT �-+ 'L� 23. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON DRAWINGS. •� YORI< STATE. NOT RESPONSIBLE FORS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FILING OF ALL BOLTS (UNLESS OTHERWISE NOTED). SOLID BRIDGING BETWEEN JOISTS OVER GIRDERS AND PLATES OF PER CIRCUIT AND SHALL RUN TO PANEL WITH BREAKERS AS REQUIRED \ CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN O DESIGN OR CONSTRUCTION ERRORS. APPLICABLE LIABILITY AND WORKMEN5 COMP. INSURANCES AND OTHER BEARING PARTITIONS. MIETAL BRIDGING STRAPS MAY BE SUBSTITUTED FOR A COMPLETE JOB IN ALL RESPECTS. L" INSULATION AND ROOF DECK. N [0 a) REQUIRED DOCUMENTS WITH ALL REGULATORY AGENCIES AS REQUIRED IN D. ALL WELDING SHALL CONFORM TO AWS D 1 . I STRUCTURAL WELDING AND INSTALLED ACCORDINGLY. WHERE PRE-ENGINEERED JOISTS ARE I CONNECTION WITH THI5 WORK. CODE, LATEST REVISION. ELECTRODES SHALL BE E70 SERIES. UTILIZED FOLLOW MANUFACTURERS REQUIREMENTS. 0. ALL LIGHTING AND RECEPTACLE CIRCUITS AT TOILET ROOMS AND WET 24. WINDOWS: • r--I �, ..,, I- AREAS SHALL BE ON GFI CIRCUITS. � ( .�.). . `_, „-'. _'YS C�- THE GENERAL CONTRACTOR SHALL BE SOLELY RE5PON51BLE FOR PROVIDING E. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND P. THE CUTTING OF THE JOISTS TO FACILITATE THE INSTALLATION OF PIPING A. PROVIDE EXTENSION JAM , � Nr �1 J,-.{` `' I-'. ! - k-'= Y�>' v,"'A C(7)L EWEL 51TE AND SAFETY PROTECTION (FENCING, BARRIERS, ETC.) DURING ADEQUACY OF ALL CONNECTIONS THAT ARE NOT FULLY DETAILED ON WILL ONLY BE PERMITTED) WITH THE FOLLOWING LIMITATIONS WHERE P. ALL DEDICATED CIRCUITS, JUNCTION BOXES, RECEPTACLES AND/OR BS AS REQUIRED. m \ AS REQUIRED ...�',�_ ' "' �rMN5TRUCTION IN ACCORDANCE WITH ALL APPLICABLE CODES AND THE CONTRACT DRAWINGS. V DIMENSIONAL LUMBER IS UTILIZED: SWITCHES AS REQUIRED FOR SPECIFIC EQUIPMENT SHALL BE LOCATED B. ALL STANDARD GLAZING SHALL BE INSULATED SAFETY GLA55 (STANDARD � •r ORDINANCES (OSHA, ETC.) TO PROVIDE FOR THE SAFETY OF THE PUBLIC AND AS REQUIRED BY EQUIPMENT MANUFACTURER. 5/8") UNLESS OTHERWISE NOTED - COOKD. W/ DRAWING DETAILS. Ma .;'I" "''`', `17"3 F. SHEAR CONNECTIONS SHALL BE DESIGNED TO SUPPORT THE REACTION I . THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT THE PROTECTION OF THE SITE AND BUILDING. „ ^ n OF THE BEAM FOR THE MAXIMUM SAFE UNIFORM LOAD UNLESS A TO EXCEED 2", EXCEPT THAT THE NOTCHING OF TOP OR BOTTOM Q. ALL SWITCHES AND DIMMER CONTROLS TO BE MOUNTED 48" ABOVE N N s�, �, �) C. PROVIDE ALL REQUIRED BLOCKING, INTEGRAL FLASHING, DRIP CAP, r"'� E GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL GREATER REACTION I5 REQUIRED AS SHOWN ON THE DRAWINGS. EDGE OF J015T IN 'THE MIDDLE THIRD OF ITS SPAN WILL NOT BE FINISHED FLOOR, UNLESS OTHERWISE NOTED ON THE PLANS. • _ " I, "" ' " 1 : ^ '' "S DEMOLITION, EXCAVATION, CARTING, REFUSE AND THE LEGAL DISPOSAL OF PERMITTED. WEATHER-STRIPPING AND ALL MANUFACTURER ACCESSORIES, ETC. FOR ----. SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL OF ALL G. MOMENT CONNECTIONS SHALL BE DESIGNED FOR THE FULL MOMENT R. ALL NEW OUTLETS AND SWITCHES THROUGHOUT SHALL BE LEVITON A COMPLETE INSTALLATION. '"" CAPACITY OF THE BEAM UNLESS OTHERWISE NOTED ON THE DRAWINGS. 2. IF CUTTING OF A FILOOR J015T MORE THAN 2" I5 FOUNDWITH -- - DEBRIS FROM THE SITE. NECESSARY, A HEADER THE FULL DEPTH OF THE BEAM SHALL BE WITH S NGLE COVER PILATE CO R OBE SELECTEDES AS REQUIRECI D. GENERAL CONTRACTOR SHALL CONFIRM IN THE FIELD ALL ROUGH 8. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE H. ALL STEEL SHALL RECEIVE A SHOP COAT OF APPROVED FAINT EXCEPT CUT IN TO SUPPORT THE END OF THE JOISTS. OPENINGS BEFORE PLACING ORDERS FOR MATERIAL OR GLAZING. FIELD 5U Rf ACES BE MEASURE AND CONTACT ARCHITECT IF ANY D15CTHERRIEPANCY OCCURS. ALL ��., '�1 � �►IvI` O SOIBGONTRAG ORS OR CONTRACTOR, ALLHEOGUARANTEE OTHEIR PEF,ANY ORFORMANCE. SPRAY F REPOROOF NG DED, HIGH STRENGTH BOLTED, OR TO RECEIVE 3. WHERE PIPES MUST PASS THROUGH JOISTS, HOLES SHALL BE S. ELECTRICAL MATERIALS, COMPONENTS, DEVICES, FIXTURES, AND WINDOW SIZES AND FINAL ORDERING MUST BE BASED UPON FINAL EQUIPMENT SHALL BE LISTED FOR THE APPLICATION, SHALL BEAR TF APPROVED PLANS AND FIELD MEASUREMENTS. USE IS UNL1� UL DRILLED TO RECEIV/E THE PIPES. THE DIAMETER OF SUCH HOLES LABEL OF AN APPROVED AGENCY AND SHALL BE INSTALLED, AND USD, 9. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS I. ALL CONTACT SURFACES WITHIN HIGH STRENGTH BOLT CONNECTIONS SHALL NOT BE MOIRE THAN 112" GREATER THAN THE OUTSIDE r� ""�h.1 G F= "� PROJECT MADE BY OWNER, GENERAL CONTRACTOR OR ANY SUBCONTRACTOR AND WELDING AREAS SHALL BE FREE OF OIL, PAINT, LACQUER AND DIAMETER OF THE IPIPE. ALL DRILLING OF HOLES SHOULD BE OR BOTH, IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATI(N E. ALL APPLICABLE EXTERIOR AND CONCEALED WOOD PARTS ARE TO BE V V I T ` IO UT CERTI �CA E OR MATERIAL SUPPLIER UNLESS PROPERLY AUTHORIZED, IN WRITING, BY THE GALVANIZING. THROUGH THE NEUTRAL AXI5 OR CENTERLINE OF BEAM WHERE INSTRUCTIONS. (SECTION E3303) PRIMER PAINTED (ALL SIDES) BEFORE INSTALLATION. O1+(('�h' `](� I�+�/ ARCHITECT. POSSIBLE. T. THE CONTRACTOR SHALL PROVIDE RECEPTACLES 50 THAT NO POINT F. PROVIDE SEALANT AT ALL WINDOW FRAMES, ETC. AT EXTERIOR AND OCICUi /`UNC i J. ENDS OF BEAMS AND WEB5 SHALL BE REINFORCED WHERE CUTS OR ALONG THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN SIX FEET G') PROVIDE ALL FLASHING AS REQUIRED. '' - " 10. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL COPES REDUCE STRENGTH BELOW REQUIRED VALUES. 4. WHERE PRE-ENGINEERED JOISTS ARE UTILIZED FOLLOW MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. (SEE PIAN W W r ..� m . f. ,_ ,,, NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, MANUFACTURERS IKEQUIREMENTS. F`1 Ca SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS K. COLUMNS AND BEAMS SHALL BE REINFORCED AS REQUIRED IN ORDER FOR LOCATIONS) G. PROVIDE SCREENS FOR ALL OPERABLE UNITS. H IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL TO ACHIEVE THE FULL CAPACITY OF CONNECTING HANGARS, P05T5 AND Q. ALL FLITCH BEAMS, A5 UAY BE REQUIRED, SHALL BE MINIMUM U. SMOKE AND CARBON MONOXIDE ALARMS: H. CAULK AND INSULATE ALL GAPS AROUND FRAMES AT INTERIOR. ."" ::7.:,...:�................ TRUSS PI-ACARMING REQUIRED CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. MOMENT CONNECTIONS. DOUG FIR NO. 2 OR BETTER(Fb = 900 PSI) THRU-BOLTED WITH 3/4" -;� I-D/,,/�, THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE GENERAL CONTRACTORS DIAMETER GALVANIZED BOLTS (A-3G STEEL), NUTS AND I . ALL ALARM DEVICES SHALL BE INTERCONNECTED SUCH THAT THE C ' � I. ALL GLAZING I -G OR LESS A.F.F. OR AS OTHERWISE NOTED SHALL BE FRES G 'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE L. ALL PIPE AND/OR LALLY COLUMNS TO BE SECURELY BOLTED, LEVELED WASHERS, 2 AT EACH EMD WITH REMAINDER 2-0 O.C. STAGGERED ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS AS PER INSULATED SAFETY GLASS. 9 ' >� %: Rid �.� CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVEP,OR WITH STEEL SHIMS AND PACKED TIGHT WITH NON-SHRINK GROUT. CODE SECTION R3 13. ` ` , ,, �" CHARGE OF ACTS OR OMISSIONS OF THE GENERAL CONTRACTOR, R. ALL PLYWOOD SHEATHING SHALL BE EXTERIOR GRADE C-D EXTERIOR, I s�'� �? PLilivOzzil G!=13TIFICATION 25. DOORS: �'.''^" G-> ,t �j; (��LF SUBCONTRACTORS OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER M. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UP. TYPE I EXPOSURE. APA;STRUCTURAL (GRADE STAMPED) UNLESS 2. ALL ALARMS SHALL BE LISTED INSTALLED IN ACCORDANCE W/ � F. mask[.0 ,� .1 - D CONTENT BEFORE PERSONS PERFORMING PORTIONS OF THE WORK. OTHERWISE INDICATED. IEXPO5ED PLYWOOD SOFFITS SHALL BE A-C THE HOUSEHOLD FIRE WARNING PROVISION OF NFPA72. A. UNDERCUT ALL DOORS AS REQUIRED TO ALLOW FOR NEW FLOOR f' 1 _ PERT If7ICA TE OF OCCUPANCY N. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY GUYING AND GRADE EXTERIOR, TYPE I . FINISHES, SADDLES, RETURN AIR, ETC. \ I ✓ `-�"1' -� 0 I 1 . THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING, BRACING REQUIRED TO ERECT AND HOLD THE STEEL FRAME IN 3. CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH �� 2954 �Q� 0JL DER USED IN WATER 5H EETPILING, SHORING, DE-WATERING, ETC., AND THE PROTECTION AND ALIGNMENT AND COLUMNS PLUMB, UNTIL WALLS ARE IN PLACE. DWELLING UNIT ON EACH STORY CONTAINING A SLEEPING AREA, B. GENERAL CONTRACTOR IS TO CONFIRM ALL DOOR AND RO SIZES �F fVEV�J SUPPL.)°SYSTEM CANNOT SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT ARE 15. MASONRY: TO REMAIN. PROVIDE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND O. BEARING ENDS TO COLUMNS SHALL BE MILLED TO COMPLETE TRUE AND WITHIN 15 OF EACH SLEEPING AREA. MORE THAN ONE SHALI BEFORE ORDERING ANY MATERIAL. CONTACT ARCHIITECT IF ANY .................... . EXCEED 2110 OF 1/LEAD, BE PROVIDED TO A55URE THAT NO SLEEPING AREA ON A STORY I DISCREPANCY OCCURS. MORE THAN 1 5' AWAY FROM A CM DET. CARBON MONOXIDE V o PROJECT CONDITIONS. BEARING. ALL HOLLOW CONCRETE(MASONRY UNITS SHALL MEET ASTM SPECIFICATIONS C-90, GRADE N, TYPE I WITH A MINIMUM ULTIMATE ALARMS SHALL AL50 BE PLACED ON ANY STORY OF A DWELLING C. PROVIDE EXTENSION JAMB5 AS MAY BE REQUIRED. Q) K -U . 12. FOUNDATIONS/ CONCRETE: P. PROVIDE HOLES AS REQUIRED TO RECEIVE MISCELLANEOUS DETAILS AS COMPRESSIVE PRISM 57RENGTH (FM) OF 1350 PSI. USE ONLY UNIT THAT CONTAINS A CARBON MONOXIDE SOURCE. 4-iU __ PLUMBING REQUIRED. GENERAL CONTRACTOR TO COORDINATE WITH ALL TRADES. NORMAL WEIGHT UNITS. "..q v ,- N o D. PROVIDE FLOOR OR WALL STOPS FOR ALL DOORS (TO BE SELECTED BY lc� .r. z ALL PLUI"BINIG WASTE A. THE EXCAVATION FOR ALL FOOTINGS SHALL HAVE LEVEL, SOLID AND 4. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OWNER). U � F:WATER LI,',,S i;L :) UNDISTURBED BOTTOMS. ALL FOOTINGS SHALL BEAR ON VIRGIN, Q. STEEL GIRDERS TO HAVE 1/2" BOLT HOLES @ 4'-O" O.C. , PRE-DRILLED B. ALL MORTAR SHALL MEET-ASTM SPECIFICATIONS FOR TYFE '5' MORTAR OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE q 9 U TESTING B7-c-1E COVER;''i i UNDISTURBED SOIL, MINIMUM DEPTHS AS PER DRAWINGS. ALL SOII IN TOP FLANGES. ALL STEEL CONNECTIONS, SUPPORTS, ETC. TO BE WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI. VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY t°A o `fl E. PROVIDE ALL REQUIRED BLOCKING, FLASHING ETC. FOR A COMPLETE , - n U BEARING CAPACITY ASSUMED AS ONE TON (OR 2,000 Ib5)/S.F. PER 51ZED BY STEEL FABRICATOR IN ACCORDANCE WITH APPROVED OF THE DWELLING, INCLUDING BASEMENTS t- ATTACHED GARAGE° INSTALLATION. � g TABLE R40 I .4. 1 (SOIL CLA551FICATION 5W, 5P, SM, SC. GM t GC). C". STANDARDS. STEEL TO BE SHOP FABRICATED FROM APPROVED SHOP C. ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 BUT NOT INCLUDING CRAWL5PACE5 AND UNINHABITABLE ATTICS: W SHALL VERIFY IN FIELD PRIOR TO SETTING FOOTING FORMS. I DRAWINGS. STEEL GIRDERS TO BE SHIMMED WITH STEEL PLATES ONLY, PSI. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER 2G. PROVIDE AND INSTALL 5/8" GYPSUM BOARD TYPE 'X' OR APPROVED EQUAL"FIRE - FABRICATOR TO PROVIDE STEEL SHIMS. SEE FLOOR PLAN FOR STEEL THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE CODE" GYPSUM BOARD (MINIMUM 3/4 HOUR RATED) AT GARAGE AND OVER � a B. ALL CONCRETE SHALL BE 4000 P.S.I. MINIMUM. SIZES. D. CONTRACTOR SHALL USE LOW LIFT METHOD OF MASONRY ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY BOILER ROOM EQUIPMENT AND WALLS ADJACENT TO HABIITABLE SPACE AS 'NN"� ' CONSTRUCTION. AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS REQUIRED BY STATE AND LOCAL BUILDING CODES. P4 '. C. MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE ONE 14. MIN WITH ALL INTERVENING DOORS CLOSED, ONE CENTRALIZED ALARP',1 O 11 VERTICAL TO TWO HORIZONTAL (STEP FOOTINGS). 11 I A. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB, LEVEL AND E BOND, UNLE55 OTHEETE ORIMSE NOTED NF'y'5MALL BE CONSTRUCTED USING RUNNING HORN FOR ALL SMOKE DETECTORS IS PROHIBITED. 27. PROVIDE AND INSTALL 5/8" GYPSUM BOARD (MINIMUM), (TYPE "X" AS NOTED), '� D. FOOTING ELEVATIONS SHOWN ON FOUNDATION PLAN ARE BASED Oh TRUE, WELL SPIKED, BRACED AND ANCHORED TOGETHER TO FORM A 18. PLUMBING NOTES: TYPICAL ALL WALLS AND CEILINGS, UNLESS OTHERWISE NOTED. ALL GYPSUM " Q) ",, s.`,° BOARD SHALL BE TAPED AND SPACKLED (3 COATS). �•4 P .•. AND CONSTITUTE THE BEST AVAILABLE INFORMATION. IT MAY bF- RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKING F. CELLS CONTAINING VERTICAL REINFORCING SHALL BE FULLY GROUTED. ; :'£ NECESSARY TO LOWER FOOTINGS DUE TO FIELD CONDITIONS IN THROUGHOUT. UNLESS NOTED OTHERWISE ON THE PLAN, ALL FRAMING A. ENTIRE PLUMBING INSTALLATION SHALL CONFORM TO STATE AND " ;;, (,I, ,,. C+o'�'• 28. THE GENERAL CONTRACTOR IS TO PROVIDE AND ALLOW FOR NEW FLOOR I !* tl'� ORDER TO REACH ADEQUATE BEARING MATERIAL. FOOTINGS SHALL MEMBERS TO BE I G O.C. TYP. U.O.N. G. MASONRY CHIMNEY FLUE: LININGS SHALL BE OF TERRA COTTA, LOCAL BUILDING CODES AND ALL AGENCIES HAVING JURISDICTION. ,,<,.. ,,R� FINISHES THROUGHOUT. x• �' ,',`." . ", NOT BE CONSTRUCTED UNTIL SOIL, PREPARED FOR BEARING, HAS EXTENDING FULL HEIGHTTHROUGH THE CHIMNEY CAP (PER SECTION T' ,�': n, BEEN REVIEWED AND APPROVED BY THE LOCAL AUTHORITY. B. ALL WOOD FRAMING SHALL BE CONSTRUCTED AND INSTALLED AS PER K 1003. 1 1 , 1003. 1 1 . 1-II 003. 1 I .G, $ 1003. 1 2) B. SUPPLY AND INSTALL SHUT-OFF VALVES, ON HOT AND COLD WATER 29. ALL EXTERIOR WOOD TRIM, SIDING, ETC. SHALL BE FACE, EDGE AND BACK Q -. iti%' "NATIONAL DESIGN STANDARDS FOR WOOD GONSTRUGTION", LATEST ...........a..,o............ LINES AT EACH PLUMBING FIXTURE, w 0 PRIMED (ALL FOUR EDGES) PRIOR TO INSTALLATION AS PER SPECIFICATIONS o F m w o z ' ;. E. NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WADS, EDITION. H. ALL FIREBOXES SHALL B[ LINED WITH FIRE BRICKS AS PER SECTION p , w w, ,x C �" AND REQUIREMENTS OF THE BENJAMIN MOORE PAINT CO (OR EQUAL). �,� sr'' BUTTRESSES, OR FOOTINGS UNLE55 SPECIFICALLY SHOWN. R I QO I .5 * R 100 I .G. A5TM C27 OR C 12G I * C 199 FOR MORTAR. C. HOT AND COLD WATER PIPING ABOVE GROUND SHALL BE TYPE 'L' �a 3 a v 3 W°¢ 3 0 2 a G. ALL STRUCTURAL WOOD FRAMING, UNLESS OTHERWISE NOTED, SHALL . �c-F' z p o c ¢z¢3 COPPER AND TYFE K COPPER BELOW GROUND. 30. GLAZING IN DOORS, SHOWER DOORS, * ENCLOSURES, ADJOINING DOORS * : E°z �o C"')¢ 14 a�W r : F. WHERE SLAB ON GRADE 15 SUPPORTED ON BACKFILL, THE FILL SHALL BE BE MINIMUM DOUG FIR NO. 2 OR BETTER WITH BASE DESIGN MINIMUM I. PROVIDE COMBUSTION AIR VENTS AS PER ENERGY CONSERVATION <x w u BATH TUB DOORS $ ENCLOSURES, SHALL BE SO SIZED CONSTRUCTED, z W W >,-M M a z H z z COMPACTED IN LAYERS NOT EXCEEDING 8" TO AT LEAST 95°Io OF THE f 900 PSI; Fv = 180 P51; Fc (PERP) = 625 PSI; E = I ,600,000 PSI CONSTRUCTION GODS Off NEW YORK STATE. D. ALL HOT AND COLD WATER PIPING SHALL BE WRAPPED Wl i'H 3/4" z¢x v w e,o o U.z : MAXIMUM DRY DENSITY PER ASTM D-1557. FILL MATERIAL SHALL BE FIBERGLASS PIPE INSULATION AND PRE-FORMED FIBERGLASS FOR TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY : W a U x Q x o" z¢n 2 : LIMITED TO WELL GRADED SAND OR SAND AND GRAVEL MIXTURE WITH D. ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW 16. CONCRETE SLABS: THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE GLAZING 15 Q z Q m H w w r FITTINGS. CRACKED OR BROKEN. TEMP./SAFETY GLASS AT ALL WINDOWS AND DOORS AS z ° °z z "z z°¢ LE55 THAN I 0 TO 15% FINES PASSING THE NO. 200 51EVE AND A UNLE55 OTHERWISE APPROVED BY THE ARCHITECT. ALL LUMBER SHALL PER SECTION 8308 GLAZING. : a¢�'] o F z o x o]o MAXIMUM GRAVEL 51ZE OF 3/4". BE FREE FROM KNOTS, SHAKES, ROT, FUNGUS, OR OTHER DEFECTS. A. ALL SLABS SHALL BE FIN'SHED AS NOTED ON DRAWINGS AND/OR E. SOIL, WASTE, AND VENT PIPING ABOVE GROUND SHALL BE GALVPD W v�w �w z t 3 0 5 z F.H US 5: �ZWpO¢� �� ¢ SPECIFICATIONS. STEEL PIPE UP TO 3". PIPE 4" AND OVER SHALL BE SERVICE WEIG 3 I . ALL (6") GUTTERS AND LEADERS TO BE SEAMLESS ALUMINUM WITH BAKED .¢c� u�w¢.W F W",o G. CONCRETE SLABS ON GRADE SHALL BE POURED OVER 6 MIL THICK E. ALL NEW ROOF JOISTS, HEADERS AND TRIMMERS AND OTHER CAST IRON. ENAMEL FINISH, TYPICAL UNLESS OTHERWISE NOTED. .....I............I....I.... Q�"' CLEAR POLYETHYLENE FILM VAPOR BARRIER OF TYPE RECOMMENDED HORIZONTAL WOOD MEMBERS SHALL BE SET WITH THE CROWN EDGE B. PROVIDE RECESSES AS I\EQUIRED FOR FLOOR FINISHES, SADDLES, ETC. FPIPING SHALL BE CONCEALED BELOW FLOORSABOVE FINISHED H r FOR BELOW GRADE APPLICATION. UPWARD. . , 32. ALL CLOSETS TO RECEIVE 3/4" MELAMINE SHELVES (2 MIN.) AND CHROME C. CONSTRUCTION ISOLATION JOINTS IN SLABS-ON-GRADE AT POINTS OF CEILINGS AND BEHIND FINISHED WALLS. H. SPREAD FOOTINGS SHALL BE LOCATED SUCH THAT WALLS, COLUM115, F. ALL WOOD BEAMS SHALL HAVE A MINIMUM BEARING OF 4". CONTACT BETWEEN 5LA55-ON-GRADE AND VERTICAL SURFACES, SUCH PLATED STEEL HANGRODS AT EACH CLOSET EXCEPT LINEN CLOSETS. LINEN Q CLOSETS TO RECEIVE (5) 3/4" MELAMINE SHELVES. �: PIERS, FOUNDATION WALLS, ETC. ARE CENTERED OVER FOOTINGS IN AS COLUMN PEDESTALS, FOUNDATION WALLS, GRADE BEAMS, AND G. PROVIDE CLEANOUT5 AS REQUIRED. ALL CLEANOUT5 SHALL BE M BOTH DIRECTIONS UNLE55 OTHERWISE NOTED ON THE PLAN. G. DOUBLE ALL FRAMING AROUND ALL OPENINGS AND BELOW ALL PARALLEL OTHER LOCATIONS AS INIDICATED. ACCESSIBLE. 33. G.C. TO PROVIDE SHOP DRAWINGS OF ALL STAIR CASES FOR REVIEW PRIOR TO WALL PARTITIONS AND TUB AREAS. FABRICATION BY THE MANUFACTURER. I. STANDARD PROCEDURES OF FROST PROTECTION FOR FOOTINGS AND D. CONSTRUCTION CONTRACTION (CONTROL) JOINTS IN SLABS-ON-GRADE H. PLUMBER SHALL SUPPLY AND INSTALL ALL PLUMBING FIXTURES AS FOOTING EXCAVATIONS SHALL BE USED FOR WINTER CONSTRUCTION. H. INSTALL 5/8" DIAMETER(I 8" LONG) ANCHOR BOLTS (HOOKED ENDS) AT TO FORM PANELS. UNLE55 OTHERWISE SHOWN ON DRAWINGS, INDICATED ON PLANS AND SCHEDULE, OR APPROVED EQUAL. BACKFILLING OF FOOTING EXCAVATIONS SHALL BE DONE AS SOON AS SILL PLATES WITH WASHER AND NUTS SPACED 30 OC; ONE FOOT FROM PROVIDE JOINTS NOT EXCEEDING 15' IN EITHER DIRECTION AND LOCATED F055113LE TO PROTECT FOOTINGS FROM FROST ACTION. EACH CORNER(MINIMUM TWO BOLTS IN ANY ONE SILL). TO CONFORM TO BAY SPACING WHEREVER POSSIBLE (AT COLUMN J. PLUMBER SHALL DO ALL NECESSARY EXCAVATING, BACKFILLING, CENTERLINES, HALF BAYS, THIRD BAYS). CUTTING, AND PATCHING REQUIRED TO COMPLETE THI5 IN5TALLAT J. SLAB ON GRADE, UNLE55 OTHERWISE NOTED, SHALL BE 4" THICK, I. ALL STRUCTURAL WOOD TO BE KEPT 2" BACK FROM CHIMNEYS PER REINFORCED WITH ONE LAYER OF GxG W2.9x2.9 WELDED WIRE FABRIC SECTION R 100 1 . I I � FIG. R 1001 . 1 2. E. TO FORM CONTRACTION (CONTROL) JOINTS, USE SAW CUTS 1/8" WIDE K. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CONFORMING TO ASTM A-185. BY 1/4 OF SLAB DEPTH (DR INSERTS 1/4" WIDE BY 1/4 OF SLAB DEPTH PERMITS, PAYING ALL FEES, AND HAVING WORK SIGNED OFF BY AL J. PROVIDE ALL LINTELS OR HEADERS NOT INDICATED ON DRAWINGS OVER UNLE55 OTHERWISE INDICATED. AGENCIES HAVING JURISDICTION. K. WELDED WIRE FABRIC FOR CONCRETE SLABS ON GRADE SHALL BE ALL OPENINGS. HEADERS ARE TO BE EQUAL TO FULL WIDTH OF PLACED 2" BELOW TOP OF SLAB. LAP SPLICE OVERLAP LENGTH TO 13E8" FRAMING - MIN. (2) 2"x 8" AT INTERIOR (NON-BEARING) WALLS AND (3) F. LOCATION OF ALL JOINTS IN CONCRETE TO BE COORDINATED BY L. PLUMBING CONTRACTOR SHALL PROVIDE FOR ALL CONTROLLED AND SHALL BE MEASURED BETWEEN THE OUTERMOST CROSS WIRES DF 2"x 1 2" AT 2"x6" EXTERIOR WALLS OR INTERIOR BEARING WALLS GENERAL CONTRACTOR WITH JOINTS IN FLOOR AND WALL FINISHES AND INSPECTIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. PRC EACH FABRIC SHEET. SHALL BE REVIEWED WITH AND APPROVED BY THE ARCHITECT PRIOR TO CERTIFICATION BY LICENSED PROFESSIONAL ENGINEER, CERTIFYING K. J015T HANGERS, HOLD DOWN CLIPS, ETC. SHALL BE SIMPSON POURING OF SLABS. CONFORMITY AND COMPLETENESS OF ENTIRE PLUMBING AND GAS THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE L. WHERE THE WALLS ARE POURED TO GRADE, AND DAMPROOFED, THE STRONG-TIE CO., INC., OR APPROVED EQUAL (SECURED WITH ANNULAR SYSTEMS AND SPRINKLER. CONTRACTOR SHALL BACKFILL AGAINST THEM WITH GLEAN EARTH. NAILS, ETC. AS PER MANUFACTURERS SPECIFICATIONS) FOR ALL FLUSH 17. ELECTRICAL NOTES: WITH THE WOOD FRAME CONSTRUCTION MANUAL (ANSI/APPA WFCM-20 i 5) CARE SHALL BE TAKEN TO BRACE WALLS AS REQUIRED TO PREVENT STRUCTURAL CONNECTIONS. PROVIDE SADDLE-TYPE, HEAVY DUTY ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE NEC, LATEST 19. MECHANICAL: _ CAVE-INS. BACKFILL TO BE FREE OF WOOD, TRASH, ETC. BEAM HANGERS AS REQUIRED. ALL EXTERIOR CONNECTORS, EDITION AND THE NEW YORK STATE ELECTRICAL CODE. DESIGN CRITERIA FASTENERS, ETC. SHALL BE STAINLESS STEEL. PROVIDE WELDED STEEL THE DE51GN AND INSTALLATION OF THE MECHANICAL SYSTEM, MAINTENAI t : : :: : : : M. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW CONNECTIONS FOR ALL FRAMING HANGERS, ETC. AT STEEL BEAMS, A. CONTRACTOR TO PROVIDE FOR ALL ELECTRICAL CONNECTIONS, ALTERATION, AND TEST REQUIREMENTS, SHALL COMPLY WITH CHAPTERS GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE STITELD AIR p� GRADE (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH "CARLISLE" COLUMNS, ETC. LIGHTING AND POWER CIRCUITS, BREAKERS, ETC. AND RELATED WORK THROUGH 24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. SNOW DESIGN O: Speed DESIGN UNDER- FLOOD FREEZING JL: CCW MIRA-DRI 860/86 1 SELF-ADHERING SHEET-APPLIED FOR ALL EQUIPMENT PERTAINING TO WORK. LOAD (mph) CATEGORY weathering Frost line Termite Decay TEMP. LAYMENT HAZARDS INDEX WATERPROOFING SYSTEM W/ CCW MIRADRAIN 6200 PANELS - L. PROVIDE AND INSTALL ALL FIRE STOPPING, GATS, BLOCKING, ETC. AT 20. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERS depth REQUIRED INSTALLATION IN ACCORDANCE W/ MANUFACTURERS SPECIFICATIONS � EXTERIOR WALLS AND BEARING WALLS AND AS REQUIRED BY CODE B. ALL UNITS SHALL BE THROUGH-WIRED. WITH ONE LAYER OF 30# MIN. WATERPROOF BUILDING PAPER(OR AFPROV w REQUIREMENTS. AND/OR JOB CONDITIONS. EQUAL). 140 "C" ISEVERE 36" MODERATE SLIGTITTO 110 REQUIRED SITE 20 ]b. C. PROVIDE ALL UNITS FULLY EQUIPPED WITH BRACKETS, HANGERS, CLIPS, mph I TO HEAVY SPECIFIC 452 MODERATE (AS PER N. 5/8" DIAMETER FOUND. ANCHOR BOLTS EMBEDDED 7" INTO CONC. M. ALL NEW WINDOW AND DOOR OPENINGS SHALL HAVE STUDS TRIPLED ON ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. 2 1 , FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT - FEMA) DESIGNED BY: WR FOUND. W/ (LBI-5 5/8) 51MP50N STRONG TIE BEARING PLATES AT 36" JAMBS. THE INNER TWO STUDS SHALL BE CUT TO RECEIVE THE LINTEL OPENINGS (BOTH VERTICAL �- HORIZONTAL) AND TO FORM AN EFFECTIVE F Exposure Category : Exposure B DRAWN BY: WR O.C. A MIN. OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN G TO I' OR HEADER OVER THE OPENING AND SHALL EXTEND IN ONE PIECE FROM D. THI5 DRAWINGS SHOWS LIGHTING DIAGRAMMATICALLY ONLY; DO NOT BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF NCHE5 OF EACH END OF BOTTOM PLATE AND WITHIN 12" OF ALL LINTEL OR HEADER TO BEARING BELOW. THE OUTER STUD SHALL RUN IN SCALE FOR LOCATION. IN ACCORDANCE WITH CODE SECTION RGO2.8 AS FOLLOWS: CHECKED BY: WR CORNERS. (PER WFCM 3.2. 1 .7-200 I EDITION) . ONE PIECE FROM SILL TO TOP PLATES. Wind-Borne Debris region : within 1 mile from the coast MDATE: 10-28-16 E. ALL APPLICABLE LIGHTS SHALL BE TYPE IC AS REQUIRED FOR DIRECT A. CONCEALED SPACES OF STUD WALLS, PARTITIONS $ FURRED SPACE; w O. ALL FOUNDATION WALL FOOTINGS SHALL BE POURED CONCRETE: 2'-0" CONTACT WITH INSULATION MATERIALS AND DAMP LOCATION AS (HORIZONTAL FURRED SPACES AT I O'-O" O.C. MAX.) AT THE CEILING H JOB NUMBER „ DESIGN LOADS (8301.2.2.4&8301.4) W x 1 2 D @ 1 2 FOUND. WALL, I -8 W x I 0 D, @ I O FOUND. WALL REQUIRED. FLOOR LEVELS. FULL THICK FIBERGLASS BATTS ARE PERMITTED AS f O I '-4" W x 8" D, @ 8" FOUND. WALL AND REST ON UNDISTURBED SOIL. BLOCKING IN WALLS CONSTRUCTED OF PARALLEL ROWS OF STUDS (I ROOF CEILING CEILING FLOOR � 16101 F. CONTRACTOR SHALL CONFIRM ALL FIXTURES' CLEARANCES BEFORE I G" HIGH) (no atticstor.) (atticstor.) (s;Ieep's.rm.) (alLOOR l other) P. ALL REINFORCING, AS REQUIRED, SHALL BE MINIMUM GRADE GO ORDERING ANY FIXTURES. LIVE LOAD as(psf) 10 � CONFORMING TO ASTM A-G 1 5. B. ALL INTER-CONNECTIONS BETWEEN VERTICAL AND HORIZONTAL 5PAC (psf) 20(psf) 30(psf) 40(psf) ,!// SHEET NUMBER G. PROVIDE SUFFICIENT WIRING AT FLOATING OUTLETS AND SWITCHES FOR SUCH AS BUT NOT LIMITED TO SOFFITS, DROP CEILINGS, COVE DEAD LOAD 15(psf) 15(psf) 15 F� Q. PROVIDE EXPANSION, CONTROL AND CONSTRUCTION JOINTS AS FUTURE PLACEMENT. LOCATIONS TO BE DETERMINED IN THE FIELD. CEILINGS, SPLIT LEVEL FLOORS, ETC.. (psf) lo(psf) 10(psf) 7GNIw TOTAL LOAD 60(psf) 25(psf) T 35(psf) 40(psf) 50(psf) REQUIRED BY APPLICABLE SECTIONS OF AGI 301-54. w C In 0 ® ® 0 ® ® ® ® ® ® ® ® ® ® (� . WILFREDO RIVERA, ARCHITECT 2016 MAXIMUM ALLOWABLE BUILDING HEIGHT: 55'-0" RIDGE WITH CONTINUOUS VENT NOTE PROVIDE "GRACE" ICE AND WATER SHIELD AT ALL ROOF EDGES, RIDGES, a HIPS, VALLEYS, EAVES, ETC. IN 15" MIN. WIDTHS AS PER MANUFACTURERS Rc IOF E REA15, SPECIFICATIONS. (TYP) and TO A POINT, AT ALL EAVE EDGES, AT LEAST 24" NOTE INSIDE THE EXTERIOR HALL LINE OF THE 0 PROVIDE METAL TIES AT ALL RAFTER BUILDING AS PER RESIDENTIAL CODE OF BEARING LOCATIONS PER R&02.11. A NY STATE (SECT. R0105.2.77.1) CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT THE UPLIFT 0 FORGES FROM THE ROOF TO THE TYP. ROOF CONSTRUCTION 0 rmmq "C5 FOUNDATION. (TYP) (SEE WINDUP-LIFT 0 DETAILS) —ILI F_—jL_T1_711F7711 11__JL�Lll 0000 0 TOP PLATE AT Aj0kN 5T2= TOP PLATE AT lAIAN 5-M! AWN-5=- � SECONDFLOORI .T__ _F _Sff05N_5 FLOOR C:) 5/4"x FASCIA BD - TYP. m 14 a U ALUMINUM CAY17TER5 AND TYPICAL POOR WINDOW TRIM- 0 LEADERS 5/4 x5 HEAD TRIM 5/4 x 6 CASING U 4X4 CORNER POST ul "CABLE RAIL" !eL SCREENED VENT - TYP. ILL _JLIL L IX4 CEDAR T46 SOFFIT _2x SILL 5/4X& APRON by 4X4 CORNER POST K/ RAILINC, SYSTEM V_ "CABLE RAIL" L_ ]EI IT RAILING SYSTEM SECOND FLOOR SECOND FLOOR 5/4"x8' FASCIA BOARD II II LLLLJ IL II all - 5/4"X8' FASCIA 5/4"x1:2" SKIRT BOARD %J LL BOARD F ]F A L_ [-L J _j TYPICAL EXTERIOR a HALL CONSTRUCTION Ll JL; E] . ..... /IP EDGE - bxb P.T. POST WRAPPED BLIND FLAEPHIN67 IN 5/4 TRIM TYPICAL K/ DRIP TIF TT= TYP. BOARD - TYP. 7 T.O. FIRST FLOOR T.O. FIRST FLOOR SUBFLOOR 1�4 1_1 7 T 1-1-1 -1 1 1 T SUBFLOOR Alf\ ELEVATION 0'-0" ------------ 4 SLOPE 6ROUND AROUND FOUNDATION COPPER RAIN CHAIN ...................... ...... AS PER (R401.5) THE &RAM ADJOINING PRECAST STONE VENEER. TO RAIN BARREL ALL FOUNDATION WALLS SHALL BE BASE H/ SLOPED WATER U 00 17� 1? SLOPED AT A MINIMUM OF SIX INCHES TABLE U 4"0 (6) HITHIN THE FIRST TEN FOOT 001-019 -i-, - DISTANCE FROM THE WALL.— POURED CONCRETE lc� �� FOUNDATION HALL ON POURED U �: �i,1,6, U CONCRETE FOOTING - PROVIDE POURED CONCRETE STEP=W 5 -'t DAMP PROOFINC, TYP. FOUNDATION HALL 4 FOOTING 0 50 U) T.O. SLAB -E DEGREES MAX SLOPE AS PER ELEVATION (R405.15 SLOPE) U') Q) BOTTOM OF FTG. MAY BE SLOPED AT MAX. 1'-O" V 70 FRONT ELLVATION 10'-0" H SLOPE. 11 Poll 50ALE: 8p a8 Ix4 TRIM F. ....... .. ........... .... . . ....... ..... 7YPICAL ROOF CONSTRUCTION: 4 STANDING SEAM METAL ROOF Ro, &RACE ICE 4 HATER SHIELD 6" DIAMETER 4 > 5/4 VANTECH" EXTERIOR GRADE PLYWOOD SHEATHING z U E 0 u op ROOF RAFTERS (SEE PLAN) U 0 Z =uw R-58 CATHEDRAL BATT INSULATION CEILING JOISTS (SEE PLAN) Z) REFLECTIVE WHITE REFLECTIVE RED am, vmv Ix4 TRIM OVER IxIO RAKE PANTONEV111118 7 1/2" GYPSUM BOARD 0:E�i- -4q BATT INSULATION BOARD - TYP. U C) -t� ,..r„r \\� ��:>,� ............. ....................... ..... ...... NOTE. TOP PLATE AT TOP PLI ATE AT t-: �,�06N_D FLOOR PROVIDE ICE 4 WATER SHIELD AT ALL ROOF EDCC-S, RIVISES, HIPS, 5ECOND FLOOR A VALLEYS, EAVES, ETC. IN 15” MIN. WIDTHS AS PER MANUFA0.77URERS, SPECIFICATIONS AND AS PER RESZOM Or- NY STATE SECTION "N 4 o, ai L N HE ffi WOU �j 'RA ILL 7YFIOAL NALL CONSTRUOTION: N\vl IX5 VERTICAL CEDAR SIDING IT T— A A ALUMINUM f5UTT0;Z5 AND va q _11-1- -J . 15# BUILDING FELT LEADERS Edi 15[J I I I Z,�J 11 1 1 1 111 _1J 5/a" ADV NTE EXTERIOR ISRAOE PLYWOOD SHEATHINO 4X4 CORNER POST K/ 2"x 6" WOOD STUDS ++ _777— "CABLE RAIL" R-21 BATT INSULATION RAILING SYSTEM 112" 5/5" GYPSUM BOARD r STROKE The construction type SECOND FLOOR SECOND FLOOR designation shall b "VIP 661",isil","Ill",IIIV"or 7YFIGAL FLOOR CONSTRUCTION: to indicate the construction classification of the TT FIN FLOORINIS? structure under DESIGNATION FOR STRUCTURAL 5/4" "ADVANTECH" PLYWOOD SUBFLOORIN& section 602 of the BCNYS TYPICAL EXTERIOR COMPONENTS THAT ARE OF FASCIA HALL CONSTRUCTION FLOOR JOISTS (SEE PLAN) TRUSS TYPE CONSTRUCTION BOAF0 FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS ROOF FRAMING �LJJ LLI 'I 5/4"x&' CORNER WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM BUILDING ""FR19 FLOOR AND ROOF FRAMING BoAi;zD - TYP. WIND-BORNE DEBRIS MEETING THE REGUIRM-ENTS OF THE LAR.&E I I I STANDARDS AND CODES MISSILE TEST OF ASTM E 141C16 AND OF ASTM E Iclab REFERENCED THEREIN. (WIND ZONE 5) T.O.IFIRST FL60R IDENTIFICATION NOTICE: T.O. FIRST FLOOR SUBFLOOR ALTERNATE- HOOD STRUCTURAL PANELS/ SHUTTERS. -H — SUBFLOOR A ff ELEYATION O'�O" 44 DESIGNED BY: WR Oil f I PROVIDE WOOD STRUGTIJRAL PANELS HIT�f A MINIMUM THIGGNESS OFNotice of truss type, pre-engineered wood, or timber rzuE_VA_TfdN_—= o,- r W DRAWN BY: WR "1/16" AND MAXIMUM SPAN OF 6 FEET. PANELS SHALL BE PRECUT TO construction or timber construction identification COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. CHECKED BY: WR ATTACHMENTS AS PER TABLE BELOW: shall be affixed to the electric box, on the exterior DATE: 3.12.17 of the structure indicating that truss type, PRECAST STONE VENEER FASTENER SPACING pre-engineered wood, or timber construction has JOB NUMBER BASE W SLOPPED WATER TABLE FASTENER Panels an 4 foot 6 foot been used. 16101 TYPE <4 foot <panel span <panel span POURED CONCRETE <6-foot <8 foot C�? SHEET NUMBER R 1 C HT S 1 PE ELEVATION FOUNDATION HALL ON FOUIRtED __ 11 1qII AS PER TITLE 19, NYCRR PART 1265 SECTION 1265.4 CONCRETE FOOTING - PROVIDE WOOD Sapzk6 12 50ALE: If=[-loll DAMP PROOFING - TYP. -2 1/21, #& 611 1211 CONSTRUCTION CLASSIFICATION: v _Lj LLLI =P-v:P I HOOD SCREWS STRUCTURAL COMPONENT DESIGNATION: FR® ® e ® e ■ ■ ■ ■ ■ e e ■ e ■ m w A-1 WILFREDO RIVERA, ARCHITECT 2016 MAXIMUM ALLOWABLE BUILDING HEIGHT: 55'-0" RIDGE WITH CONTINUOUS VENT CHIMNEY SHALL EXTEND 5'-0" ABOVE THE HIGHEST POINT WHERE IT PA55E5 THROUGH ROOF AND AT LEAST-2'-O" NOTE : OF REA ABOVE ANY PORTION OF ROOF WITHIN v PROVIDE "&RAGE" ICE AND WATER HOR ODE SEGA T 6 242"1 DISTANCE OF 10'-O"- PER SHIELD AT ALL ROOF EDGES, RIDGES, HIPS, VALLEYS, EAVES, ETC. IN 16" MIN. 0 NOTE : WIDTHS AS PER MANUFAGTIJRERS PROVIDE METAL TIES AT ALL RAFTER BEARING `-' SPECIFICATIONS. (TYP) and TO A POINT, LOCATIONS PER R602.11. A CONTINUOUS LOAD O AT ALL EAVE EDOE5, AT LEA5T-24" PATH SHALL BE PROVIDED TO TRANSMIT THE • r� 'L5 Cn U INSIDE THE EXTERIOR WALL LINE OF THE iJPLIFT FORGES FROM THE ROOF TO THECI� O O BUILDING AS PER RESIDENTIAL CODE OF NY STATE (SECT. R905.2.71.1) _ - --I -��-- -=I_==II==-= -_IID_-_ FOUNDATION. (TYP) (SEE WIND UP-LIFT DETAILS) ^ 1:4 � ,.z� _ `V 5/4"x FASCIA BD TYP. '� 3 _ TOP PLATE AT TYP. ROOF CON57RUGTI ON SECOND FLOOR - - - - - - - - - - - - , - - - - - - - - - - TOP PLATE AT - - SECOND FLOOR . �� C) rs� 6 ALUMINUM CUTTERS AND � m u I,I TYPICAL �_- LEADERS_ILL 0 I D - l - 4 4x4 CORNER POST WALL GONSTRUGITION --.�'� _- DDS- _._ SII- ILILDD D L - '�J �' [ -j ._._ TIE: IX42G��EDAR T6 SOFFIT t� rs sr -- W/ SCREENED VENT - 4 N W/ GABLE RAIL -D DDJ_ D❑'_ D D TMP' ,: I -I-- 9 D D D D DD - 9 • v RAILING SYSTEM - ---- - - _ - - - - -- - - Ell: 4x4 CORNER POST - - - l j� "GABLE RAIL" IR 4LILLIN6IR _ D RAI L SYSTEM m SECOND FLOOR - L - - - - SECOND FLOOR _ - - - - - - - - �D DDI DD D li D - - - - - - ! 5/4"xb" FASCIA BOARD II IID I 5/4"xb" FASCIA BOARD " n 5 4x12 SKIRT BOA RP RD ! II I w DD DDI DD �� I I I Q D _ D ]DE — O D� DD Al- DDI- '-_ _ DD DD d ; D I -- DD' D _ DD '�D � BOARD CORNER ( � D� I i 1-�� D ]� � �L.- ` J I 6x6 P.T. POST WRAPPED]❑ -'- D�1 �❑ „� I I I I IN5/4 TRIM TYPICALt i� DDI I I ` ` nx;T.O. FIRST FLOOR _ j DF� II -�D .o T . FIRST F OOR . .. II L -� BF :4 sU LOOK � 11 SUBF OOR ELEVATION O-O = ... .� - O-O ON _ - 954 L ......... I(- �I I I SLOPE c'aROUND AROUND FOUNDATION PRECAST STONE VENEER N F AS PER (R401.3) THE CRAVE ADJOINING I BASE W/ SLOPED WATER ALL FODNDATION WALLS SHALL BE TABLE V o III III I I SLOPED AT A MINIMUM OF SIX INCHES - U II II (6 ) WITHIN THE FIRST TEN FOOT (10-0) ( POURED CONCRETE I 4 � a POURED CONCRETE STEPPED L�—J� DISTANCE FROM THE WALL. z Ell FOUNDATION WALL iE FOOTING ® 30 I I I I FOUNDATION FOO IN6 - PRROVIDE G L° v DECREES MAX SLOPE AS PER DAMP PROOFING - TYP. o (R405.1.5 SLOPE) I I I I I I T.O. SLAB 3 "' _ ELEVATION BOTTOM OF FTG. MAY BE �_ - �_ -� - - - - - - - - � SLOPED AT MAX. I'-O" V TO �— —� 10'-0" H SLOPE. — — — ,2 REAR ELEVATION a 6 p a 6 50ALFE: 75 12 12 '`~, a 4 i .4 P G ROOF GON5TRUGT I ON: o w o o . . . ..... .. STANDING SEAM METAL ROOF �f 6" DIAMETER �� ?C) jl GRACE ICE 4 WATER SHIELD '� W ¢z w Q o 4 30# BUILDING PAPER ; c z �P c z 3 4 TRIM OVER 10 RAKE 1: " W W Jaz xzz� I x VE Ix I A 3I 3/4 ADVANTEGH EXTERIOR w a F GRADE PLYWOOD SHEATHING \ BOARD - TYP. ROOF RAFTERS (SEE PLAN) \,,......u: \�;. z x u a w a F o w z j R-36 GA ..\��`' � ��\ ,,., THEDRAL BATT INSULATION CEILING JOISTS (SEE PLAN) REFLECTIVE RED w O REFLECTIVE WHITE Q A p m F w ¢ O z 6 Alf\ TOP PLATE AT PANTONE#187 '\\` O7ZO SECOND FLOOR - - - - - - S£G.OND FLOOR R-49 BATT INSULATION . 1/2 GYPSUM BOARD z ��? tea\\� ,,\�v< � .� wxu `'ax ��i✓O w. .......0. .w. .w�....... .. .... NOTE: PROVIDE ICE 4 WATER SHIELD AT ALL ROOF EDGES, RID ;'•L-L ° ' I , I I VALLEYS I. 6E5 HIPS, ` ;.a\\:\\3 ,� H _- , EAVES, ETC. IN 16 MIN. WIDTHS AS PER MANUFACTURERS ,\\ _D SPECIFICATIONS AND AS PER RES.GODE OF NY STATE SECTION 905.2"1.1 \: ALUMINUM GUTTERS AND - _ D TL 4 LEADERS € ;-� � ,\�� I : J ` D i D, J— DIS� - ■ V — - -- 4x4 CORNER POST >^v TY 'IGL 1�1>�LL G01�ST 'UGTIOI�. s� :� 1 ,.. . . , � GABLE RAIL m -- IXC VERTICAL CEDAR SIDING RAILING SYSTEM - �'-"- 15# BUILDING FELT 5/6 ADVANTEGH EXTERIOR GRADE PLYWOOD SHEATHING SECOND FLOOR _ - 5�OND FLOOR H 2" 6�� 3: - - x WDOD STUDS j R-21 BATT INSULATION - - - - - - - - 5/6" GYPSUM BOARD STROKE I I The construction type designation shall be i/IV70or t1V» TYPICAL EXTERIOR I I 7"rF I GAL FLOOR CONSTRUCT I ON: to indicate the construction WALL CONSTRUCTION classification of the +til FLOORING structure under DESIGNATION FOR STRUCTURAL 3/4� D " PL OD SUBFLOORIN6 section 602 of the BCNYS - I COMPONENTS THAT____D Tam► AT ARE OF - - _ F , L JOISTS ( PLAN TRUSS TYPE (CONSTRUCTION _ , =I lIF 19 I E I ' I' 5/4"x6" CORNER -4 „ ■ "F" FLOOR(FRAMING,INCLUDING111 ~ BARD - TYP. i GIRDERS AND BEAMS ��'' ccR�e ROOF FRAMING ---!-- W HAVE GLAZED OPENIN65 PROTECTED FROMBUILDING l I I I T.O. FIRST FLOOR ccFR" FLOOR AND ROOF FRAMING p� WI DEBRIS MEETING THE REQUIREMENTS OF THE LARGE iCl T.O. FIRST FLOOR I I I SU5FLOOR STANDARDS AND CODES _ � �� MISSILE TEST OF ASTM E 1996 AND OF _ ASTM E 1966 REFERENCED SUBFLOOR - - � ELEVATION O-O � ELEVATION = O'-O" ; _ , � , _ _ _- _j - �. -- _ - - - THEREIN. (WIND ZONE 3) IDENTIFICATION NOTICE : -� E: ID C -_ - - ALTERNATE- WOOD STIRLIOn RAL PANELS/ SHUTTERS. Notice of truss e pre-engineered wood, or timber W DESIGNED BY: WR L = J PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 'p p g 6x6 P.T. POST WRAPPED I I 1/16" AND MAXIMUM SPAN OF 5 FEET. PANELS SHALL BE PRECUT TO construction or timber construction identification DRAWN BY: WR IN 5/4 TRIM TYPICAL COVER THE &LAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. W CHECKED BY: WR ATTACHMENTS AS PER TABLE BELOW: shall be affixed to the electric box, on the exterior W of the structure indicating that truss type, Q DATE: 3.12.17 (f) JOB NUMBER FASTENER SPACING pre-engineered wood, or timber construction has FASTENER p 4 foot 6 foot been used. rw 16101 Panels an LEFT 51PE L �' T 101 T.O. SLAB TYPE <4 foot <panel span <panel span <6 foot <8 foot — — — — ELEVATION = -9'-5" -2 142" #6 16" 12" q„ AS PER TITLE 19,NYCRR PART 1265 SECTION 1265.4 SHEET NUMBER /"o SG�tI.. J411= I_IO u — WOOD SCREWS -2 1/2" 16" ib" I2" CONSTRUCTION CLASSIFICATION: V STRUCTURAL COMPONENT DESIGNATION: FR A-2 ® E ® ® WILFREDO RI'VERA, ARCHITECT 2016 60'-6' 6' 2' 50'=2" ?2'-4' lo IT'-1' 16-4' 6'-6' 61-4' FOR EMERGENCY ESCAPE AND B 6' G e' RE5CUE: PROVIDE NET CLEAR AREA OF 9 V 7 8 SO2UARE FEET WITH MINIMUM - - - - - - - - - - - - - - -- - - - -1 HORIZONTAL PROJECTION AND - - - - -- - - - - - - ! WIDTH OF 36 INCHES. PROVIDE O 1JNEXGA\IATED - - - - _ q LADDER 4 REMOVABLE &RATE. I I � - -- -- — — — - — — _ 4" POURED GONG. SLAB WITH � • �� ,� V 6 x 6, 10 / 10 WELDED WIRE MESHa� TYP. FOUNDATION WALL CONSTRUCTION 05 �+-, OVER COMPACTED �. L121 �. V 6. �: 2:°�" O AT GARAGE: O O 501E AS PER N.Y.S. GORE (8504.2.2). 10' 4'-6' 10' 6" POURED CONCRETE FOUNDATION '� PITCH SLAB 0 I/5"/FT. MIN ! h WALL ON 16" x 12" DEEP P.G. FOOTING AWAY FROM BUILDING, tt m -PROVIDE 42) #5 BARS AT TOP OF 211 — — — — — SEAT WALL 4 (3) #5 BARS AT BOTTOM OF SLAB �I FOOTING o — - -ICA-254"lE 1 m u TYP. FOUNDATION WALL O 1 — — — — — — — — — — — O CON5TRIJCTION: I - - - - _-'� - - - - - --- - - - - ---- - � - - - u a; 10" POURED CONCRETE 14" BCI 9051.0 FLOORell L� FOUNDATION WALL ON-20" x in JOISTS a 16" O.G. I — — — — D - • r-� �' 12" DEEP P.G. FOOTING. - F- 3 I/2 DIA. SGH 80 STEEL m PROVIDE (2) #5 BARS AT TOP4 F� - N Q PIPE COLUMNS ON POURED m OF WALL 4 (3) #5 BARS AT 1- 0 1 m O CONCRETE FOOTI N65 I I VNEXG,AVATED BOTTOM OF FOOTING - TYP. 1p (TYPICAL-UOW X -T- BASEMENT 4 POURED CONCRETE FLOOR Q 52"xIb" SASH WINDOW �I I{ 4" MIN. P.G. SLAB ON 6 MIL. X POURED CONCRETE FOOTINGS 1 I I SLAB W/ 6 X W- #IOX #10 W.W.M. - SEE FOOTING SCHEDULE OVER COMPACTED SOIL. PITCH POLYETHELENE VAPOR BARRIER I n h I &ALV. WINDOW WELL TO it 8'-O" GL6 HTSLAB SSLAB TO OVERHEAD DOORS d &RADE 1 6" (R-I9) BATTS IN FLOOR OVER 1 1 F III ALL EXPOSED HOT WATER PIPING I I I TOP OF 5 I AND/ OR HEATING DUCT5 TO BE LAB m H 6H POINT- AND/ AS PER N.Y.S. GODS I ! I ELEVATION FI T.O. SLAB ELEVATION= -�t'-3" L FI DOUBLE FLOOR JOISTS TOP OF SLAB ,6 SLOW POINT: Q O ' _F I ELEVATION = I I I Q Q O - SD 2" SLAB SEAT i' PARALLEL WALLS ABOVE AS SHALL BE IN ACCORDANCE O ��_ I I I r. I - ,�..p........... ........... DOUBLE JOISTS UNDER �. WOOD STAIRS AND RAILING Q i O WITH CODE 4 STAIR DETAIL, OR JO15T5 = O PER MANUF. SPEG'S- TYP. C M D O DOUBLE FLO SHEET DI -0 6' 'i'-4' 14'-6' 3'-6' 10'-0' 4'-I" 14'-1' 1 10' 10'-10' L ' 10'-10' NOTE: PROVIDE STAIRWA( 3 "X14" P5L FLUSH 4 I= ! LI&HTIN6 AS PER N.Y.S. FI SLOPE SLAB DN. Tti i I I CODE 8303.6 - _ �"' ' 3 "xl4" PSL F F_ I I 6" TO OR DOORS � I 14R DOUBLE T -- --1 -I-- I-- �T T - _ - - - - =Lo32 �oR Jo15T5 I:� ��ij `�i�-°'�•, � .. DOUBLE F I ¢t -Sti Q 4 FI --- -- - Ll POURED CONCRETE STEPPED . 1- -1 m •r _ _� - - FOUNDATION WALL 4 FOOTING )a 30 A - = i I DOUBLE J015T5 UNDER I DEGREES MAX SLOPE AS PER I I, I V 'i DOUBLE FLOOR JOISTS - - - - (R403.1.5 SLOPE) 7 Cli r " P o 1.1 -- -- - - - - - _ _ - PARALLEL WALLS ABOVE A5 I I -ITTP-q - - ( ': I u 5_&'x14" PS F m PER MANUF. SPEG'S 'TVP. - BOTTOM OF FTG. MAY BE ' v >� N bt 10" - - - - - - - - �- - -- _ _ - SLOPED AT MAX. 1'-0" V TO *�'' z - Q 3 "x14" P5L FLUSH 4 PROVIDE AND INSTALL I I I I I V 3 v - - N O IO-O H SLOPE. - f I - - LAYER OF 5/8" TYPE °X" — — — — — — — — I °�o � I 0 ( 3�"x�l I/4" PSL AT f m � � GYP BOARD ABOVE ALL _1 m 3 � m p ! HEATPRODUGIN6 � � � � - - - - - - - - _ - - - � �' STAIR PLATFORM — — — — — — — — — ABOVE 1 EQUIPMENT. PER RESP , � in CODE OF N.Y.S. N — x BEAM P00<ET HD i / - - - - - c� - - - -- --_- -- --- - - - - -- -- -_ _ _ - 1 HD p HD�; E _- _-� -- - - • PROVIDE FRESH AIR INTAKE FOR SLAB SEAT FURNACE COMBUSTION A5 PER RES. ,`-_4 -�� CODE OF N.Y.5. AND FURNACE SPECIFICATIONS. (ASSUME FOR UNEXG,4I� TED FUTURE ENCLOSED MECHANICAL ....... ............................ .. ... 4" POURED CONC. SLAB WITH ROOM) . Owm wOO ¢ww 6 x 6, 10 / 10 WELDED WIRE MESH OVER COMPACTED Q APPLIANCE CLEARANCE: 3 w 501L AS PER N.Y.S. GODS ! - - - - -- - - - - - - - - -- - - J APPLIANCES SHALL BE INSTALLED WITH THE o z o¢° (85041' .2). L 4 CLEARANCES FROM UNPROTECTED v x w z - - - - - - - - - -- — zc � Ww wa x ww '�1 d,z COMBUSTIBLE MATERIALS A5 INDICATED ON ° a w �H o w z ¢ : PITCH SLAB a 1/6"/FT. MIN ��z v z a�W a o�¢� AWAY FROM BUILDING. ¢¢z x 6'-10' 6' 6'-10' THE APPLIANCE LABEL AND IN THE w a o a o W z¢ MANUFACTURER'S INSTALLATION II'-9' 6'-4' 14'-4' 6'-0' II'-a' a z 3 o °w INSTRUCTIONS. Pz � �o zHZ. o]oz °z¢Uwz ,zz¢ G x �u w 5: vwi�'-j'xcwi� �"wL1pCp ¢c�w¢ N W :.............................. ........... .............: 50'-2' w r: B G D ? 8 6 FOUNPATION PLAN Ill-loll NOTE SEPTIC SYSTEM TO COMPLY WITH SUFFOLK COUNTY Vy P05T FROM ABOVE DEPARTMENT OF HEALTH STANDARDS OO CMD CARBON MONOXIDE DETECTOR (SEE SEPTIC SYSTEM AND DRYWELLS SHALL BE CERTIFIED BY FRMINC: PLAN FOR LOCATION) OWNER'S FE UPON COMPLETION OO 5D SMOKE DETECTOR AS PER N.Y.5. CODE AT MINIMUM, PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL 317. (SEE PLAN FOR LOCATION) PARALLEL PARTITION WALL5 4 BATH TUBS ABOVE. 14 BCI 9051.0 a I6 OG (U.O.N) BY BOISE CASCADE INSTALL AS PER MANUFACTURERS SPEGIFIGATIONS 0 EF 50 CFM (MIN,) EXHAUST FAN TO BE ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE el ALL ENGINEERED FRAMING SHALL BE MECHANICALLY VENTED DIRECTLY TO THE TREATED. (TVP) VER5A-LAM 2.0 3100 AND INSTALLED IN EXTERIOR (A5 PER RGNYS/ 8303.3) ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. p� PROVIDE TERMITE SHIELD PROTECTION AS PER N.Y.5. u- �� \� HOEDOWN CONNECTION SYSTEM BY BUILDING CODE ( R324). TYPICAL FOUNDATION WALL CONSTRUCTION: Oil 10" POURED CONCRETE FOUNDATION WALL ON 20" x 12" DEEP POURED w HD "SIMPSON". (SEE SHEET no.DI) PROVIDE KEYED CONTROL JOINTS AT CELLAR FLOOR SLAB CONCRETE FOOTING (U.O.N) PROVIDE KEBABS AS PER DETAIL. - AT (MAXIMUM) 20 X20 AREAS. DESIGNED BY: WR O DENOTES EMERGENCY ESCAPE/EGRESS WINDOW. PROVIDE 1/2" PREMOLDED EXPANSION JOINT FILLER AT THE EXCAVATION FOR ALL FOOTIN65 SHALL HAVE LEVEL, SOLID AND DRAWN BY: WR E UNDISTURBED BOTTOMS. ALL FOOTIN65 SHALL BEAR ON CHECKED BY: WR THIS WINDOW COMPLIES WITH N.Y.S. RESIDENTIAL PERIMETER OF CONCRETE FLOOR SLAB YIR&IN,UNDISTURBED SOIL, MINIMUM DEPTHS AS PER I7RAl^IIN65. ALL BUILDING GORE SECTION R510SILL FOR EGRESS SOIL BEARING CAPACITY ASSUMED AS ONE TON (OR..2,000 Ibs) /S.F. WINDOW UNITS. MAXIMUM SILL HEIGHT s 44 FOUNDATION ANCHOR REGUIREMENT5: PER TABLE 8401.4.1 (SOIL CLASSIFICATION SW, 5P, 5M, 50, 6M 4 6G). GOMBU5TION AIR VENT SIZE CALCULATION: �"� DATE: 10-28-16 INCHES ABOVE THE FLOOR, MINIMUM 5.? sf NET 6G SHALL VERIFY IN FIELD PRIOR TO 5ETTIN6 FOOTING FORMS. AREA, MINIMUM 24 INCH CLEAR HEIGHT AND Z JOB NUMBER MINIMUM 20 INCH CLEAR WIDTH. ALL CONNECTIONS SHALL COMPLY WITH THE-2001 550 HIGH ALL CONCRETE SHALL BE 4000 P.5.1. MINIMUM. 300,000 BTU BOILER (SEE HVAC DWG) 16101 WIND EDITION OF THE WOOD FRAME GON5T'RUGTION MANUAL 3,000 / BTU / HR. (1=16. M 1-103.3(1) RES. GODS OF NYS) 100 sq,. In. (Req,. free area) 0 PROVIDE KEYED CONTROL JOINTS AT CELLAR (WFGM) FOR ONE AND TWO-FAMILY DWELLINGS. FOOT I NC SCHEDULE: � SHEET NUMBER FLOOR SLAB AT (MAXIMUM)10' x2o' AREAS. 16" x-24" Vent (by "Sunvent") = .636 sq,. ft. of free area SILL PLATES OR WALL BOTTOM PLATES SHALL BE Q > 100 s ANCHORED TO THE FOUNDATION SYSTEM IN ACCORDANCE - � ' .636 sq. ft. x 144 sq. in. = 120 sq. In. (Pnovidec) q. in. (Req d) PROVIDE I/2' PREMOLDED EXPANSION JOINT FILLER WITH THE REQUIREMENTS OF TABLE 3_2A. FI: 4� O�� x 4�-O�� x I�O�� W/ (4) �✓ BARS EACH WAY AT BOTTOM "SUNVENT INDUSTRIES" PELHAM, NH. I-600-325-4155 (15 3/4" x14" VENT) AT PERIMETER OF CONCRETE FLOOR SLAB. F1: 3-0 x 3-O X I -O W/ (3) #5 BARS EACH WAY AT BOTTOM _ 0 WILFREDO RIVERA, ARCHITECT 2016 MAXIMUM ALLOWABLE BUILDING HEIGHT: 35'-0" RIDGE WITH CONTINUOUS VENT NOTE II II IIIII PROVIDE "GRACE" ICE AND WATER LL �1 �I C C C C CLI LI �� Ll� SHIELD AT ALL ROOF EDGES, RIDGES, LdL u L HIPS, VALLEYS, EAVES, ETC. IN IS" MIN. -LU WIDTHS AS PER MANUFACTURERS LLLW LLJ C� C LU LuLIC� C C ICC L11 SPECIFICATIONS. (TYP) Qnd TO A POINT, V CJ CU CCU CLI CC I CCCLCJ _LLC_ CC �CC CC� _LL CLI- AT ALL EAVE EDGES, AT LEAST 24" NOTE ICI CL CCU CCI\ CCUCCCCLICLJ L_C C C CLI L-_L INSIDE THE EXTERIOR WALL LINE OF THE PROVIDE METAL TIES AT ALL RAFTERIII U L L LU �IJ LI LL BUILDING AS PER RESIDENTIAL CODE OF BEARING LOCATIONS PER R8C22.11, A CLL LLJ CL� � L C CL) L) LJ �U__U1Lum _L� �� C CCC1C.i NY STATE (SECT. R4105.21.1)CONTINUOUS LOAD PATH SHALL BE � �� I I PROVIDED TO TRANSMIT THE UPLIFT iULLLL� I II IIII l C wi-I�u III Lu �iCC CC Cu -Lu I LU I FORCES FROM THE ROOF TO THE CC CJ LCCLI CLI �-lJ TYP, ROOF CONSTRUCTION �� IIIII IIIIII • rr"^^� '� Cn V FOUNDATION. (TYPE (SEE WINDUP-LIFT CL\I� UUiE_J u\-C_� L_ 101 Q �J O O DETAILS) LL L CCU CU uC� CCUCCL CLIC - ALL HANDRAILS AND GUARDRAILS SHALL I �� CIC _ Ci CI IL_- C II II II I BE ASSEMBLED AND CONSTRUCTED TO C) •-� �JI _II L a_ I� C �_L L L WITHSTAND A LIVE LOAD OF-200 Ibs. PER 000o 4 •r- + C CCC _I �L� 1 E5 DENTIAL ACCORDANCE N.Y.IT STATE O Ll IGODS OSAE [-i TOP PLATE AT _ _ _ _ 3�2 3123 WN 3�2 �� -� _ _ _ TOP PLATE AT _ SECOND FLOOR " rl - - - - - SECOND FLOOR I © 5/4"x FASCIA BD - TYP, E"T-PQM W m N ALUMINUM GUTTERS AND - - - - - - - - - - F- � LEADERS I TYPICAL DOOR / WINDOW TRIM: V --- -- -_- - = J1 _ -I I - L- - 5/4 x8 HEAD TRIM ] •O �I- i IX4 CEDAR TIO SOFFIT W/.2" 15 _1L � 5/4 x 6 GA51N6 _ SCREENED VENT - TYP, --- _L C CC CC,-- �x SILL 4x4 CORNER POST ' J J � 5/4x6 APRON W/ GABLE RAIL • �� ' u� 4x4 CORNER POST W/ LEP. -- �- CC -111E � �❑ RAILINGSYSTEMGABLE RAIL TE P, -1� ��[ JI v RAILING SYSTEM - M L-ILI cn O i p SECOND FLOOR M es m w - SECOND FLOOR - - CC ' � ICCI C – – – – 5/4"x8" FASCIA BOARD w - II F- 5/4"x12" SKIRT BOARD I_ Ll BOARD-L 1j, " FASCIA- � � Q = TYPICAL EXTERIOR I L _- L_- I� JILTLCC Ej [ILI p E~ O -' WALL CONSTRUCTION E~ p CC� A+Lry Q II - - ................................................ ... - - - - - - - -- C CC :DAP; CC CCC C w e C C 6x5 P.T. POST WRAPPED I I �I 5/4"x8" CORNER x `,�`"C © IN 5/4 TRIM TYPICAL I I = - F �a� �«_� Z, T CC CC'- C i BOARD TYP. T.O. FIRST FLOOR � T,O, FIRST FLOOR ` t SUBFLOORIJ] ELEVATION =O '-0" I - - - SLEVATI R ELEVATION = 0'-0 11 I — — — — — _: �( " .,��........ .r,. F I�,_. _ ................ SLOPE GROUND AROUND FOUNPATIO 5 I I I I O I I HANDRAIL F A5 PER (R401.3) THE GRADE ADJG 4_4OININ ALL FOUNDATION WALLS SHALL BE WOOD FRAMED LANDING AND I O V o p SLOPED AT A MINIMUM OF SIX INCHES U �J m U STEPS TO GRADE in00 _ _ _ u � a� (6") WITHIN THE FIRST TEN FOOT (10'-0") POURED CONCRETE 12" P.G. 50NOTUBE TO v X a` g DISTANCE FROM THE WALL. N FOUNDATION WALL ON POURED VIR61N 501L / MIN, 36" 5 rU s~n CONCRETE FOOTING - PROVIDEBELOW GRADE I POURED CONCRETE STEPPED DAMP PROOFING TYP. FOUNDATION WALL d FOOTING ® 30 - DEGREES MAX SLOPE AS PER T.O. SLAB ELEVATION -W-3" (R403.1,5 SLOPE) = 1 —� BOTTOM OF FTG. MAY BE SLOPED AT MAX. 1'-0" V TO FRONT ELF.\/ATION 10'-0" H SLOPE. 0 SCALE. " "=1-'O 12 12 Ix4 TRIM 12 12 TYP I GAL ROOF CONSTRUCT I ON: .. ............ oF; Qoz w ASPHALT ROOF SHINGLES 0 4 ; GRACE ICE d WATER SHIELD 6DIAMETER 74 W zW u poa xp 6a 30# BUILDING PAPERouz Ra 3/4" "ADVANTEGH" EXTERIOR GRADE PLYWOOD SHEATHING ROOF RAFTERS (SEE PLAN) ` ` ' ` a " za - W�a o w y F ,P' ,SIJ c6z R-38 CATHEDRAL BATT INSULATION oz \\ ¢ pp] z< _ ° R,.<EFLECTIVE WHITECEILINGJO15T5 (SEE PLAN) REFLECTIVE RED I PNQNE#181x4 TRIM OVER IxlO RAKE 3 R-4q BATT INSUATION BOARD TYP, 5¢aO<zz�a z aS Hto<.. W.. NOTE: \�... .;, .... TOP PLATE AT _ _ _ _ TOP PLATE AT PROVIDE ICE d WATER SHIELD AT ALL ROOF EDGES, RIDGES, HIPS, �- SECOND FLOOR SECOND FLOOR =: VALLEYS, EAVES, ETC. IN 18" MIN, WIDTHS A5 PER MANUFACTURERS '` ' . SPECIFICATIONS AND AS PER RES.CODE OF NY STATE SECTION 4111L A ® 805.2.7.1 �\: �C CATtmp- C _ LU w TYPI A 2 ;. a G L V�IALL GONSTR�JGTION: ., . , ..a ALUMINUM TT R AND IT TF IDLGU E 510L 1X8 VERTICAL CEDAR SIDING \> LEADERS - - -- - - 15� BUILDING FELT � LU CC C C C C C 5/4�"x8" CORNER ,1, „ „ ;\ :...: 5/8 ADVANTEGH EXTERIOR GRADE PLYWOOD SHEATHING V - - - f l V .\ .:. 4x4 CORNER POST W/ r BOARD TYP. ��. "GABLE RAIL" - ;\ _ I I RAILING SYSTEM - J J R B21 BATT INSULATION ., 5/8" 6YPSUM OARD 112" >: .: STROKE SECOND FLOOR - - - SECOND FLOOR u aa;. \ The construction type \ -- - — -- - - — — — — 44 designation shall be KI'D,"11","III","W"or iAV39 — — — — — — — — — — — TYP I GAL FLOOR CONSTRUCTION: to Indicate the construction FIN FLOORING classification of the structure under DESIGNATION FOR STRUCTURAL 3/4" "ADVANTEGH" PLYWOOD SUBFLOORIN6 section 602 of the BCNYS COMPONENTS THAT ARE OF TYPICAL EXTERIOR FLOOR JOISTS (SEE PLAN) 5/4� x8" FASCIA Z WALL CONSTRUCTION BOARD TRUSS TYPE CONSTRUCTION p GIRDERS AND BEAMS V J �' Z II � / j V i l✓ ��." '��'` 66F71 FLOOR FRAMING,INCLUDING �f H Z LLI O = ROOF FRAMING d: WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM BUILDING �� „ �: _ WIND-BORNE DEBRIS MEETING THE REQUIREMENTS OF THE LARGE F FLOOR AND ROOF FRAMING 0 p D T: v w STANDARDS AND CODES t. 3 = MISSILE TEST OF ASTM E Iqqb AND OF ASTM E Nab REFERENCED C w 10111 N: _ - Q THEREIN, (WIND ZONE 3) IDENTIFICATION NOTICE: w �` 0` I T.O. FIRST FLOOR w �Qn T.O. FIRST FLOORTT I SUBFLOOR ALTERNATE- WOOD STRUCTURAL PANELS/ SHUTTERS. SU_BFL_OOR _ _ _ _ _ _ ELEVATION = O'-O" w DESIGNED BY: WR IN ELEVATION—= O' -CF PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF Notice of truss type, pre-engineered wood, or timber 1/16" AND MAXIMUM SPAN OF 8 FEET, PANELS SHALL BE PRECUT TO construction or timber construction identification n DRAWN BY: WR COVER THE GLAZED OPENINC75 WITH ATTACHMENT HARDWARE PROVIDED, E--� ATTACHMENTS A5 PER TABLE BELOW: Shall be affixed t0 the electric box, on the exterior CHECKED BY: WR Cn — — — — of the structure indicatingthat truss e DATE: 3.12.1' 5TAIR TO BE CONSTRUCTED IN type NUMBER ACIGORDANCE WITH CODE FASTENER SPACING pre-engineered wood, or timber construction has SECTION 3111 (STAIRWAYS) OF FASTENER THE-2015 INTERNATIONAL TYPE Panel span <pa el span <pa el span been used. 16101 BUIILDING CODE AS ADAPTED BY <4 foot <6 foot <s foot R 1 6 H T 51DE E POURED CONCRETE NYS - - SHEET NUMBER FOUNDATION WALL ON POURED � Imo,. #6 AS PER TITLE 19 NYCRR PART 1265 SECTION 1265.4 CONCRETE FOOTING - PROVIDE ' 5 WOOD SCREWS I6 12' q SCALE: '"= I-'O" DAMP PROOFING - TYP, Imo„ a8 CONSTRUCTION CLASSIFICATION: V WOOD SCREWS 16 16 12 STRUCTURAL COMPONENT DESIGNATION: FR 0 A-1 WILFREDO RIVERA, ARCHITECT 2016 MAXIMUM ALLOWABLE BUILDING HEIGHT: 35'-0" RIDGE WITH CONTINUOUS VENT � I CHIMNEY SHALL EXTEND 3'-0" ABOVE THE HIGHEST POINT WHERE IT PA55ES Y �1 ROOF BREAK1I�- LILLJ LU L I I__Ii THROUGH ROOF AND AT LEAST'-O" r ' NOTE J � L L �L1��L J u L L ! �� u L� i ABOVE ANY PORTION OF ROOF WITHIN V PROVIDE "GRACE" ICE AND WATER �� u�L� u �U u � L �� LL � CODE SEGTL6DISTANCE OF 10'-0"- PER � 7 SHIELD AT ALL ROOF EDGES, RIDGES, LIL� Ll Ll L LLu - NOTE : W HIPS VALLEYS EAVES, ETC. IN 18" MIN. II WIDTHS AS PER MANUFACTURERS ��IL L L L U L L IL LL IL _LL_ M LLL�I u u J �J �� L I� SPECIFICATIONS. (TYP) and TO A POINT, I I II ! II I I I I PROVIDE METAL TIES AT ALL RAFTER BEARING AT ALL EAVE EDGES, AT LEAST-24" l 1 i i 1 ! ill j I L �LIL� � ILI II �U I II III LOCATIONS PER 8802.11. A CONTINUOUS LOAD p INSIDE THE EXTERIOR WALL LINE OF THE - dI I I�� PATH SHALL BE PROVIDED TO TRANSMIT THE • r� 75 C0 V LI L LLI L LIU L � LI I � �I L L dUPLIFT FORGES FROM THE ROOF TO THE NY STATE (SECT. R 05-2 LDINI57 AS PER )IAL CODE OF �UL - JL u� Ll �� I�I IU I�I I�I I� I�I I� �L � LLLLI FOUNDATION. (TYP) (SEE WIND UP-LIFT DETAILS)-IFIF vJ FCONSTRUCTION LJ � '--� L) �_L___�U �_L__�LJ��L� -LJ �_L__�lI i 5/4 x FASCIA BD TYP, � 0 � _TOP PLATE AT TYP. ROOF � � � � � � i i i i i i i i SECOND FLOOR Irt IAW AWN �'� ', T� IAWN-,3123 1 1 �� - - - - St6b-NTOP ATE O - - i Lu SECOND FLOOR • �.� � � L�I�I ul I I II I I III l i I�j�I� I I I I I I I I I 3 0 � m . - - - - - - - - - - ALUMINUM GUTTERS AND LEADERS 6 w TYPICAL EXTERIOR � I L G I: IX4 CEDAR TdSOFFIT u=�, U 4x4 CORNER POST WALL CONSTRUCTION �u' �u L J -I�717 7E �� W/_2SCREENED VENT - " N A "GABLE RAIL" �I�','-- ��' -- �_ -- L__ J'- __ TYP, o • '.,,.■� v ��) _�E �u �u L�J = �LJ� EI -1��-- � 1� -i-1 4x4 CORNER POST W/ J 3 O L� M TIEMP, TAMP. "GABLE RAIL" O EMP. TEMP. TE TEM . T M O RAILING SYSTEM SECOND FLOOR- - M w - M SECOND FLOOR- - TM - __1 EIE 5/4"x8" FASCIA BOARD 5/4"x8" FASCIA BOARD w i i 5/4"x12" SKIRT BOARD F w Q TEMP. I I _ -- -- - - --- - -- _J -I L -E JIE :111E _F-I - I I H ALIGN 1 x ALIGN �- O J��e� w►- � �, � / ❑' ' :.... -11, ...................... ❑ _ - x � PED vJ D A �5/4"x8" CORNER oBOARD - TYP. N5/4 TRIM TYPICAL 6x6 P.T. POST ON 12 ❑ Q P.G. SONOTUBE TO n . T M IL M TI T T M T MT M I I T.O. FIRST FLOOR i VIRGIN 501E / MIN. 36" I I T.O. FIRST FLOOR SUBFLOOR _ _ _ BELOW GRADE _ O'-0" 5UB_FLO_OR ELEVATION 10- ELEVATION = O'-O" I (� Ti = - - - - - - I _ HANDRAIL Ry STAIR TO BE CONSTRUCTED IN II II SLOPE GROUND AROUND FOUNDATION ... . LL ACCORDANCE WITH CODE I I I o I I I I I I I I I o I I WOOD FRAMED LANDING AND I AS PER (R401.3J THE GRADE ADJOINING 4-1 E m II II M ALL FOUNDATION WALLS SHALL BE V ° SECTION 311."1 (STAIRWAYS) OF — — — -�-- U I I U U U STEPS TO GRADE .� N E THE-2015 INTERNATIONAL III III I I SLOPED AT A MINIMUM OF SIX INCHES p U r BUILDING CODE AS ADAPTED BY II II 12" P.C. SONOTUBE TO (6") WITHIN THE FIRST TEN FOOT (10'-0") ir4 -N v A NYS. POURED CONCRETE STEPPED I I LL=-�J I POU CONCRETE VIRGIN 501E / MIN, 36" © I D15TANCE FROM THE WALL. z FOUNDATION WALL d FOOTING O 30 v DEGREES MAX SLOPE AS PER FOUNDATION WALL ON POURED CONCRETE FOOTING - PROVIDE BELOW GRADE o (8403.1.5 SLOPE) I I I DAMP PROOFING - TYP, I T.O. SLAB BOTTOM OF FTG. MAY BE f = — —_ �- __ — _ _ __ _ _ __ _ _ _ _ __ _ _ __ _ _ _ - - - - ELEVATION = -g'-3 - SLOPED AT MAX. I'-O" V TO 10'-0" H SLOPE. 12 12 REAR ELE\/ATION o 8 8 SCALE. 12 12 w...........Q.......................... ........ TYPICAL ROOF CONSTRUCTION: wHw w�2 Owm w°w � w4 ASPHALT ROOF SHINGLES z°a z o o a x 6RAGE ICE d WATER SHIELD 6" DIAMETER p 30# BUILDING o PAPER °w °� ° C) 3/4" "ADVANTEGH" EXTERIOR GRADE PLYWOOD SHEATHING \ ,,; z w w z a z 1x4 TRIM OVER IXIO RAKE o z z I 3 �; x w BOARD - TYP. zi ROOF RAFTERS (SEE PLAN) ¢F`� a o o R-38 CATHEDRAL BATT INSULATION \N � CEILING JOISTS SEE PLAN \\ „ <<��\° ;REFLECTIVE WHITEppb z p p m z z Q z p 3 TOP PLATE T ( ) REFLECTIVE RED TOP PLATE AT _ _ O L E A R-4g BATT INSULATI N PANTONE#187 '\ `? \`; �i o¢¢o o o x 0 wO 5z I~ SECOND FLOOR ALIGN SECOND FLOOR 1/2" GYPSUM BOARD ''':. "pip \\\\\ \i\ Hvw6c� U°pw¢mw �ewo° :: ................................................. .... \\ N A 3 NOTE: ; PROVIDE ICE d WATER SHIELD AT ALL ROOF EDGE5, RIDGES, HIPS, \\ VALLEYS, EAVES, ETC. IN 18" MIN. WIDTHS AS PER MANUFACTURERS F . Y m 1L _- - SPECIFICATIONS AND AS PER RES.GODE OF NY STATE SECTION Q U wILL w7 ;. - = TMP - = g05.2,�.1 .. .,ov \ :.. ALUMINUM GUTTERS AND E a\.:. ,. \ti.. 111E 1E1'i ° LEADERSlu �]E --- - - \ , J v 4x4 CORNER P05T KI TYP I GAL NAL L CONSTRUCTION: \ , �� \\\ \ GABLE RAIL EL_ A G _ 1X8 VERTICAL CEDAR SIDIN RAILING SYSTEMTMP, TMP. 15# BUILDING FELT 5/8" "ADVANTEGH" EXTERIOR GRADE PLYWOOD 5HEATHING SECOND FLOOR SECOND FLOOR \� 2"x b" WOOD STUDS - - - - - - - - - - - - - - - - R-21 BATT INSULATION 1/2" - - - - - - - - 5/8" GYPSUM BOARD \'.: \ .._ : . STROKE The construction type ��a ,. ��,\ �� ` designation shall be \ M... `'" "1",961179,"111",10IV"or"V" TYPICAL EXTERIOR ® TYP I GAL FLOOR CONSTRUCTION: to indicate the construction WALL CONSTRUCTION classification of the I ( I FIN FLOORING structure under DESIGNATION FOR STRUCTURAL 3/4 ADVANTEGH PLYWOOD SUBFLOORIN6 section 602 of the BCNYS COMPONENTS THAT ARE OF - - -- - I I; .00, I I _ LU FLOOR JOISTS (SEE PLAN) Z - - -- TRUSS TYPE CONSTRUCTION L— P.r. I o _ UCTIO IL : 0 x P. . POT , ;,W ■ F: : I- zi I I A E SIN 5 5/4 x8 CORNER <, acFe" FLOOR FRAMING,INCLUDING 0 lLl to I w ',�I G �,;s, ■ ■ GIRDERS AND BEAMS �: � I �� I Y It L I BOARD - TYP. v Y�4I ND0 `ice: ■ ■ : z: © UTL. Lim-id JI ❑' .G. N E 6611191° ROOF FRAMINGIINI hL- / I I T,O. FIRST FLOOR WINDOWS SHALL HAVE 6LAZED OPENINGS PROTECTED FROM 11FR" FLOOR AND ROOF FRAMINGQWT,O. FIRST FLOOR I T M MI . 3 B OW I SUBFLOOR WIND-BORNE LLIND-BORNE DEBRIS MEETING THE REQUIREMENTS OF THE LARGE STANDARDS AND CODES TD8 AV MISSILE TEST OF A5TM E Iggb AND OF A5TM E Ig86 REFERENCED I I - - - ' '� THEREIN. (WIND ZONE 3) uI Q SUBFLOOR ELEVATION = O-O ELEVATION o'-o" I IDENTIFICATION NOTICE: 14� - - - - - - - - - - - - - ALTERNATE- WOOD STRUCTURAL PANELS/ SHUTTERS. � 04 DESIGNED BY: WR 7-7 PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF Notice of truss type, pre-engineered wood, or timber W 1/16" AND MAXIMUM SPAN OF 8 FEET, PANELS SHALL BE PRECUT TO construction or timber construction identification w W DRAWN BY: WR COVER THE 6LAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. CHECKED BY: WR ATTACHMENTS AS PER TABLE BELOW: shall be affixed to the electric box, on the exterior W Q O of the structure indicating that truss type, Q DATE: 3.12.17 WOOD FRAMED LANDING AND 5 I FASTENER SPACING pre-engineered wood, or timber construction has H TOB NUMBER STEPS TO GRADE FASTENER ELEVATION 4 foot 6 foot TYPE Panelspan <panel span <panel spa n been used. w 16101 T.O. SLAB <4 foot <6 foot <8 footLCFT SIDE ELEVATION -g'-3 _ _ —_ -2 IZ2" #6 16„ AS PER TITLE 19,NYCRR PART 1265 SECTION 1265.4 SHEET NUMBER SCALE: 4"= I-'0" � — — — — — — — — — — — — — — — — — —�- - - WOOD SCREWS g.. � 1/2 11 a8 CONSTRUCTION CLASSIFICATION: V WOOD SCREWS 16 Ib 12 STRUCTURAL COMPONENT DESIGNATION: FR A-2W ® ® ® ® e ® ® ® ® ® ® ® D ® ® �-i WILFREDO RIVERA, ARCHITECT 2016 80'-2• lo b'-4' A. FOR EMEROENCY ESCAPE AND r1 B G WOOD FRAMED RESCUE: STEPS TO GRADE PROVIDE NET CLEAR AREA OF g V 7 8 SOUARE FEET WITH MINIMUM - - - - - - - - - - - - - - - - - - - - � HORIZONTAL PROJECTION AND i - - - - - - - - - - - - - - - 1 WIDTH OF 36 INCHES. PROVIDE O LADDER d REMOVABLE ORATE. I - - - - - - - - - - - - - I I 3'-4' a'-8' g'-5• o 1 _ _ _ TYP. FOUNDATION WALL CONSTRUCTION r� V (2) P,T,_2xIO (2) P.' AT AT 6ARA6E: r^ 12 P.G. 50NOTUBE I I �j I I I o 12 P.C. SONOTUBE v J O O TO VIRGIN 501E / 1 I 6" POURED CONCRETE FOUNDATION ^ , x O I I I 1 10' 4'-8' % 10' TO VIR61N 501L / Q Wim-+ 5 MIN. 36" BELOW 2XIO P.T. LEDGER SECURED W/ 5 WALL ON I6 x 12' DEEP P.C. FOOTING .,..� 1 ry = MIN. 36 BELOW 3 1 IL.2"m 5.5. LAO BOLTS (W/ 1 -PROVIDE I2) #5 BARS AT TOP OF GRADE I " � 6RADE v O 1 I d Q WASHERS) STA66ERED T d B I I cn WALL d (3) #5 BARS AT BOTTOM OF [� a 12" O.G. AHD � FOOTING 7r- 7 - - � IGA2g4'1 E \ m ,U Z IIII TYP. FOUNDATION WALL � � � � E 1 1 1 — Iry I cc , CONSTRUCTION: Q I I I I - -_ ^ O • 10" POURED CONCRETE Q w 14" BGI gOs2.0 FLOOR m FOUNDATION WALL ON-20" x I I JOISTS 0 16" O.G. _,(H 12" DEEP P.C. FOOTING. - H I 3 I/2" DIA, 5GH 80 STEEL 1 I I I I D PROVIDE (2) #5 BARS AT TOP o PIPE COLUMNS ON POURED I I 1 K, P,T,�xb 1111 OF WALL d (3) #5 BARS AT g NI 1- - - - - -1 CONCRETE FOOTINGS 1 i I I I 'UNEXCAVATED ® I6" O.G. BOTTOM OF FOOTING - TYP, ml I O (TYPICAL i10N) _ ( x 1 1 k� ll I BASEMENT - I I I I4" POURED CONCRETE FLOOR32"xlb" 5A5H WINDOW O 14" MIN, P.G. SLAB ON 6 MIL, 3 POURED CONCRETE FOOTINGS I I SLAB W/ 6"x VI #10x #10 W.W,M,- SEE FOOTING SCHEDULE OVER COMPACTED SOIL. PITCH POLYETHELENE VAPOR BARRIER 6ALV, WINDOW WELL TO T / 6'-0" CLO HT SLAB TO OVERHEAD DOORS I j I I I 1 1 1 I •' AT 1/4" / FT. 111 I I III 6RADE I I _ - - J 6 (R-Ig) BATTS IN FLOOR OVER I I I `r "' 1 I I I I- ALL EXPOSED HOT WATER PIPING I I _O Ill AND/ OR HEATING DUCTS TO BE I I 1 I 1 I TOP OF SLAB ® HIGH POINT: x I FI INSULATED AS PER N,Y.5. CODE FI I I I 1 ELEVATION = 1 1 I Iry I I I T.O. SLAB ELEVATION= -g'-3" L � DOUBLE FLOOR JOISTS I I I TOP OF SLAB ® LOW POINT: I II>X I O w ELEVATION = -2'-1" o- W 2x10 P.T. LEDGER p SECURED W/ I/2"(P 5.5. DOUBLE JOISTS UNDER ..:: .. .....................: LAO BOLTS (W/ I I 1 I PARALLEL WALLS ABOVE AS I I I I I I I I I I I R n q , a dl m WASHERS) �STAOOERED I I PER MANUF, SPEG'S- TYP, - 1 1�'b LE F 10 R JOISTS I I i 0 I 1 LIN A r` F E- f 'y a, cn :n T d B m 12 O.G. I - - - - - - - - - - _ - Ln ,r_ - - C I I !� , fl -� F2 110'-10' 10'-10' h' �' C, I L - - - - - I ( % 3 "x14" PSL FLUSH Q 5D@ I ° 12" P.G. SONOTUBE - - � � I SLOPE SLAB DN, TO VIRGIN SOIL / L - - - - - I I I I FI CMDOQ I i 6 TO OH. DOORS „ I 3 � xl4 PSL FLUSH �- MIN, 36 BELOW I I - - - DOUBLE FLOOR JOISTS GRADE 1o 1J 1 f - - - � II I I - - - - - - -_ :11�H :............. ..— 0I \\ „ „ �' POURED CONCRETE STEPPED xu `A °$ . ��....................... IFI 3 xl4 P5L FL4 I IIS I FOUNDATION WALL d FOOTING ® 30 DOUBLE- - /111 _ m = 14" BGI gOs - ,tu DEGREES MAX SLOPE AS PER III o A � o I- - - - - - -"-o "-' I I I I I Q �� , \ / 3 "xl4" PSL FLUSH F UF) 1 ® I6" O.G. -�- (8403.1,5 SLOPE) 11 I 1 U , - - - —� ==j 1 I I I 11 m �� 1 �/// N I �p I I I BOTTOM OF FTG. MAY BE IIx ~ 'r-' vbo in I I I I II o iy O -� + I I I SLOPED AT MAX. I'-O" V TO I I *v u ° ~ �_- 3 xl4 PSL FLUSH - m \ LI I 10-O H SLOPE. 1 Z. 3 I LL 11 J1 - N w� p - - - - — — — — — ~ � m1 31 I I I I IX Ll in I I I I Im H.T. I I —11 - - - - - - - - - - �' — — — — \ — BEAM POCKET / \ hu — I — a 2 - - � - - 1_ _LL � — � � HD HD m � HD/ 1- - - - - == — - e - - - - - - - - - - - - - - - WOOD STAIRS AND RAILING 1 1 I I SHALL BE IN ACCORDANCE :fl x p 2" P.C. 50NOT1JBE TO PROVIDE AND INSTALL I WITH CODE d STAIR DETAIL, �+ VIRGIN 501L / MIN, 36" I 1 I LAYER OF 5/6" TYPE "X" SHEET DI ' ~ BELOW GRADE I I I i GYP BOARD ABOVE ALL NOTE: PROVIDE STAIRWAY 1 HEAT PRODUGIN6 �2) P.T._2xIO C2) P,T,2x10 1 1 I LIGHTING AS PER N.Y.5. ............................ - - - QUI M NT. PER RES. :......W........... ........ CODE 8303.6 x o H - - - - - - - - - - - - - I GODS OF N. .5. owe wozwH 2x10 P.T. LEDGER ( I I 1 0 a APPLIANCE CLEARANCE: a a- z o F W SECURED W/ I/2"� S.S. 1 I - - - - - - - - - - - - - - - J 1 1 x3 .1,5 3W�¢ LAO BOLTS (W/ w APPLIANCES SHALL BE INSTALLED WITH THE WASHERS) STAGGERED - - - - - - - - I CLEARANCES FROM UNPROTECTED 7° ¢x a{Ii..1W �-,E.mwz ";U, T d B ® 12" O.C. L - - - - - - - - - - - - - - - - - - - - - - - COMBUSTIBLE MATERIALS A5 INDICATED ON 4 u aw a o z THE APPLIANCE LABEL AND IN THE "� o W c")a W WOOD FRAMED MANUFACTURER'S INSTALLATION �¢� ��p��w STEPS TO GRADE INSTRUCTIONS. <.z d° o o z z o o z°z w� wz�3�° ¢z� IS-3' b-10 -10, I6' o6Qoo �o H V:¢.. ..... QF ......................................................... 50'-2' 22'-4' tt ,1 r � 6: B G D FOUNDATION PLAN SCALE: '"= I-'O" NOTE SEPTIC SYSTEM TO COMPLY WITH SUFFOLK COUNTY Vy P05T FROM ABOVE DEPARTMENT OF HEALTH STANDARDS O CMD CARBON MONOXIDE DETECTOR (SEE SEPTIC, SYSTEM AND DRYWELLS SHALL BE CERTIFIED BY FRAMING: PLAN FOR LOCATION) OWNER'S PE UPON COMPLETION O SD SMOKE DETECTOR AS PER N.Y,5. CODE z: AT MINIMUM, PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL 14" BCI gOI ® I6" OG (U.O.N) BY B015E CASCADE O 31'1. (SEE PLAN FOR LOCATION) PARALLEL PARTITION WALLS d BATH TUBS ABOVE. el INSTALL AS PER MANUFACTURERS SPECIFICATIONS �_ ~ 50 CFM (MIN) EXHAUST FAN TO BE ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE ALL ENGINEERED FRAMING SHALL BE Y 0 EF MECHANICALLY VENTED DIRECTLY TO THE TREATED. (TYP) VERSA-LAM 2.0 3100 AND INSTALLED IN n EXTERIOR (AS PER RGNYS/ 8303.3) ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, pI p: p JI PROVIDE TERMITE SHIELD PROTECTION AS PER N,Y,5, w0 NI NI N: > > > BUILDING CODE ( 83.24). � 0 w: w w: tt1 HOLDOWN CONNECTION SYSTEM BY TYPICAL FOUNDATION WALL CONSTRUCTION: w 0,: a, W: Q Ze 10" POURED CONCRETE FOUNDATION WALL ON-20" x 12" DEEP POURED w HD "51MPSON". (SEE SHEET no.Dl) PROVIDE KEYED CONTROL JOINTS AT CELLAR FLOOR SLABi<; �3�`�1 AT (MAXIMUM) 20' x20' AREAS, CONCRETE FOOTING (�J.O.N) PROVIDE REBARS AS PER DETAIL. THE EXCAVATION FOR ALL FOOTINGS SHALL HAVE LEVEL, SOLID AND DESIGNED BY: WR O DENOTES EMERGENCY ESGAPE/EORE55 WINDOW. PROVIDE I/2" PREMOLDED EXPANSION JOINT FILLER AT .UNDISTURBED BOTTOMS. ALL FOOTINGS SHALL BEAR ON DRAWN BY: WR THIS WINDOW COMPLIES WITH N.Y.S. RESIDENTIAL PERIMETER OF CONCRETE FLOOR SLAB VIRGIN,UNDISTLRBED SOIL, MINIMUM DEPTHS AS PER DRAWINGS. ALL BUILDING CODE SECTION R310SILL FOR EGRESS SOIL BEARIN6 CAPACITY ASSUMED AS ONE TON (OR2,000 Ibs) / S.F. Q�' CHECKED BY: WR WINDOW UNITS. MAXIMUM SILL HEIGHT OF 44 FOUNDATION ANCHOR REQUIREMENTS: PER TABLE R401.4.1 (SOIL CLASSIFICATION 5W, 5P, SM, SC, GM d 6C,), COMBUSTION AIR VENT SIZE CALCULATION: DATE: 10-28-16 INCHES ABOVE THE FLOOR, MINIMUM 5,'1 sF NET 6C, SHALL VERIFY IN FIELD PRIOR TO SETTING FOOTING FORMS. AREA, MINIMUM 24 INCH CLEAR HEIGHT AND JOB NUMBER MINIMUM 20 INCH CLEAR WIDTH, ALL CONNECTIONS SHALL COMPLY WITH THE-2001 5BC HIGH ALL CONCRETE SHALL BE 4000 P,5.1, MINIMUM. 300,000 BTU BOILER (5EE HVAC DW6) 16101 WIND EDITION OF THE WOOD FRAME CONSTRUCTION MANUAL 3,000 / BTU / HR. (FIG. M 1"103,3(1) RES. CODE OF NYS) 100 sq,. in, (Req,. Free arca) O PROVIDE KEYED CONTROL JOINTS AT CELLAR (WFCM) FOR ONE AND TWO FAMILY DWELLIN65. FOOTING SCHEDULE: FLOOR SLAB AT (MAXIMUM)20' x20' AREAS. 16" x.24" Vent (by "Sunvcnt") = .636 sq,. Ft. of Free area � SHEET NUMBER SILL PLATES OR WALL BOTTOM PLATES SHALL BE ,636 s Ft. x 144 s in. = 120 s in (Provided) > 100 s in. (Re 'd) Q PROVIDE I,/2" PREMOLDED EXPAN51ON JOINT FILLER ANCHORED TO THE FOUNDATION SYSTEM IN ACCORDANCE F1: 4'-0" x 4'-0" x 1'-0" W/ (4) #5 BARS EACH WAY AT BOTTOM q� Q' Q' . ' a' `Z F"T AT PERIMETER OF CONCRETE FLOOR SLAB. WITH THE REQUIREMENTS OF TABLE 3,2A, F2: 3'-0" x 3'-0" X 1'-0" W/ (3) #5 BARS EACH WAY AT BOTTOM "SUNVENT INDUSTRIES" PELHAM, NH, 1-600-325-4155 (15 3/4" x24" VENT) 0 A-3 WILFREDO RIVERA, ARCHITECT 2016 so'-8• 8'-2' ol lo 10 e W B G D V 6 6 w p � Q Ol9 3'-4' O N STAIR TO BE CONSTRUCTED IN r�^� ACCORDANCE WITH GODS Q V J �O O IGAP 3,71 T IGAP 3771 T-2W IGAP 3„1 T © SECTION 311,1 (STAIRWAYS) OF HS5 5x5x IGAP 3,Ig IGAP 3,Iq IGAP 3,Ig IGAP 3,Ig IGAP 373q IGAP 373q-2W IGAP 3,3q IGAP 3,Iq IGAP 3,Iq IGAP 371q THE 2015 INTERNATIONAL •*-+ TYP. ICA 3„1 T ICA 3„1 T ICA 3„1 T ICA 37,1 T IIFD 3068 O IIFD 6068 XX IIFD 3068 O ICA 3„1 T ICA 37,1 T ICA 3„1 T © bxb P.T. BU5DIN6 CODE AS ADAPTED BY Ep bxb POSTS - COLUMN WIOx30 FLUSH H55 ,x5x HIGH AND LOW BETWEEN WINDOWS 5 "xl I �" PSL FLUSH `fly POST TYP, ri IGAP 3,Iq - - - /��- -I- '-- T7 -�- -- - HD I I I I I I I I I I I UP u Z o ICA 3„I T g• g• 8• X H55 5x5xj g• g• H55 5x5xi g■ g• m , TYP, TYP, I IGIAP 3331 I I I I I I I I A 3 31 COLUMN COLUMN ( HD o J IGAP 3,Ig w 6' 14'-10' b' 33-10 O I I _2I'-10' / ;n . ■� '� ICA 3711 T x p II �” BCI Os-2,0 F.-J. ® Ib” O.G. FREE STANDING WOOD II �” BGI g0s�.0 F.J. ® 16” O.G. b' m a. 3 BURNING FIREPLACE UNIT w J 2 GAR GARAGE — TE 3�"xll p}" HOLM, LVL LOW INSTALL OF PER RGNYS Q _j I I SLAB W/E6"x (o”- #10x #10 N.N.M.RETE i p AND MANUFAIEACTURERS w DINING x SPECIFICATIONS, w O OVER COMPACTED SOIL. PITCH ■' ;� LIBRARY ry I I I SLAB TO OVERHEAD DOORS I 0 D - -2 STORY AT i/4” / FT, = Q � III O / STUDY m - Q ih w 0 I A ,Ig FAMILY ROOM O ( w I ry J = x In TOP OF SLAB ,m HIGH POINT: m v > O p I A3„I T I © xI J x a F ELEVATION = -I'-,” O O _ w � ry ( ? TOP OF SLAB ® LOW POINT: ( - w O O SD PLYWOOD ONE 51DE - TYP,INTERIOR SHEAR WALL3 "xt1 �” PSL FLUSH ELEVATION = -2'-I" X QO a I O O UNDER WALL ABOVE - w SLOPE SLAB ON. `^' Q w M O I LINE OF BALCONY O IU lj� ICAP 6 , x II BCI qOs-2,O F.J. ® Ib O.G. - w N � IF 3 68 XR ry ABOVE �� d 6" TO OH, DOORS � � �) m – � iGITG EN O r – – – � L — — — • J N 0 - 3 "XII PSL FLUSH _ o I I Jl 3 x14 LVL LOW e J R E � v UNDERWALL ABOVE 5 xl I PSL FLUSH— J pyo �� - --�- -{— - - O E. ,^per' �. IF'S JIn rias = BATH - x , M5--0. 1'-6' e+� 4'-b' = J O I6'-6' 8' 8'-4' 3'-6' �'- ' �'-b' 8'-5' 10'-II' ol ` ext 0 m a�s'� x11 ' PSL FLUSH NOTE D b Q [ r r y EF • P 2"xb ;fl - K1 J I I BGI gOs�.O F.J.F,J.;m 12 O.G. �„ �� w O _2x6 P.T. TUB DOUBLE F.J. _ UNDER WALL ABOVE 4Q PROVIDE 5/8 TYPE X GYPSU WALL BOARD AT ALL WALL5 w 6x6 P.T. tj DECK JOISTS 1� o — — ,� —= - v > w ' ,�•^a�� -'�C;4 <'" o 3 xll P5L FLUSH GEILIN6 OF 6ARA&E AND 1/2" -3 > o ® I6" O.G. _ o II BVI qOs-2.O F.J. ® I " O.C. " l4 1 .LL POSTS - - "v ^\\ TYPE "X" GYP. WALL BOARD O 'ry O 'A ........... `_,raf: .`�N A TYP, 3�"xll �" WOLM, = /� SPIRAL STAIRWAY - PER REF, OPPOSITE 51DE OF WALLS 6 A LVL LOW DOUBLE _1�ODE SECTION 8311,1,10_ COMMON WITH HOUSE AS PER x — — — SIN SEE NOTE BELOW \ 3� xll �" L SH O - `r RES, CODE OF N.Y. STATE. (TYI j -rr , u K 4-1 2x8 P.T. LEDGER ° O UP\ �j INTERIOR z " " '"' v � N t SECURED W/ ILTO 5.5. D W iim 4 /y SHEAR J ICL. O �/ -2 STORY 32 x 80 3/4 HOUR LAG BOLTS (W/ LAUN, I x Z ii FOYER WALL Q ON o FIRE-RATED METAL V x I DOOR W/ SELF-CLOSING o WASHERS) 5TA66ERED 2 m = 3 �� _ MECHANISM, m �° T d B a 1.2" O.G. � � INTERIOR SHEAR � r- -9 "' °j b' ry p 8'-2' �' 4'-0' I b' WALL 18'-b' 8" 8' 4' 6'-4' `O v ICATR_2gib m � 4' 1 HD > IGA�g55 .., II " BCI qOs 2.0 F.J. + 8' 8' 3'-4' 148 � IGAP 3331 [CAP 3331 C) jHS5 5x5x HS5 5x5x m ® 16, O.C. COLUMN COLUMN HD 5 J"xq ,A" LVL HD (3) 2X8 HDR (3) 2X6 HDR 1 M .v 7 H55 ,x5x H16H AND LOW BETWEEN WINDOWS D GATR�gi6�W IGATR_2ql& IGATR_2gIb HD a� PROVIDE RIGID ICA.2g55_2W ICA_2g55 ICA_2g55 IGAP 3771 T IGAP 3771 T_2W IGAP 3,71 T FRAMER TO COORDINATE METAL EXHAUST IGAP 372, IGAP 3121-2W IGAP 372, 4 FRAMING WITH PLUMBER DUCT FROM DRYER FOR ALL WASTE LINES TO EXTERIOR IN IIFD 3080 O IIFD 6080 XX IIFD 3060 O .........n........................ DURING FRAMIN6.(TYPIGAL) COMPLIANCE WITH � . M1501 OR Cz243q.1 W owa w°w w� ° �o �� W �9z zza a�z �;�a�Z° w� a¢z �za�wa oa 8-O Il-I 15-q 5'-4 4-0' S-6 II-4 5-6 Wz U zw3a¢° azo . waU8' �p�x° Awa [Huwi�c�. °Uf�wdro�w 0� .......................................................... 50'-2' ?.2'-4' NOTE W m ALL HEADERS TO BE UPSET FLUSH WHERE HEIGHT WILL NOT ALLOW FOR A DROPPED HEADER, B G D FIRST FLOOR PLAN 6 6 0 SCALE: "=' "= I-'O" FRAMING: WINDOWS: 11 g"" BCI qOs ® 16" OG (U.O.N� BY BOISE CASCADE WINDOW SIZES NOTED ON DRAWIN&5 ARE APPROXIMATE R.O. SIZES (IN INCHES) SPI RAL STAIRWAY NOTE : TYP I GAL ROOF CONSTRUCTION: OO CMD CARBON MONOXIDE DETECTOR AS PER NY5. CODE R315 (SEE PLAN INSTALL AS PER MANUFACTURERS SPECIFICATIONS 8311,,,10 SPECIAL STAIRWAYS: ASPHALT ROOF SHINGLES FOR LOCATION) ALL ENGINEERED FRAMIN6 SHALL BE GENERAL CONTRACTOR TO REVIEW WIITH OWNER : MANUFJ MODEL SPIRAL STAIRWAY5 SHALL COMPLY WITH THE REQUIREMENTS OF &RAGE ICE d WATER SHIELD CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH VER5A-LAM-2,0 3100 AND INSTALLED IN #/ SIZES/ SECTION 8311,1 EXCEPT AS SPECIFIED IN SECTION 8311,1,10 30 BUILDING PAPER DWELLIN6UNIT ON EACH STORY GONTAININ6 A SLEEPING AREA, AND ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. LOCATION AND GRILLE PATTERNS OF ALL WINDOWS AND DOORS 3/4" "ADVANTEGH" EXTERIOR 6RADE PLYWOOD 5HEATHIN6 WITHIN 15' OF EACH SLEEPING AREA, MORE THAN ONE SHALL BE R311,,.10.1 SPIRAL STAIRWAYS: ROOF RAFTERS (SEE PLAN) PROVIDED TO ASSURE THAT NO SLEEPING AREA ON A STORY 15 PRIOR TO ORDERING FOR CON5TRUCT'ION, NOTE : SPIRAL STAIRWAYS ARE PERMITTED, PROVIDED THAT THE CLEAR R-38 CATHEDRAL BATT INSULATION MORE THAN 15' AWAY FROM A GM DET, CARBON MONOXIDE ALARMS PROVIDE METAL TIES AT ALL RAFTER BEARING LOCATIONS, FLOOR TO WIDTH AT AND BELOW THE HANDRAIL 15 NOT LE55 THAN-26" AND GEILIN6 JOISTS (SEE PLAN) z SHALL AL50 BE PLACED ON ANY STORY OF A DWELLIN6,UNIT THAT FLOOR CONNECTIONS AND FIRST FLOOR TO FOUNDATION TIE-DOWN WINDOW SUPPLIER SHALL SUPPLY SHOP DRAWINGS FOR REVIEW, THE WALKLINE RADIUS 15 NOT GREATER THAN-24 EACH TREAD R-4q BATT INSULATION O CONTAINS A CARBON MONOXIDE SOURCE. CONDITIONS. A CONTINUOUS PATH SHALL BE PROVIDED TO TRANSMIT SHALL HAVE A DEPTH OF NOT LE55 THAN 6 " AT THE WALKLINE. I/2" GYPSUM BOARD ~ ~ PRIOR TO FABRICATION, FOR FINAL APPROVAL BY OWNER, p: THE,UPLIFT FORGES FROM THE ROOF TO THE FOUNDATION, (TYP) (SEE ALL TREADS SHALL BE IDENTICAL, AND THE RI5E SHALL NOT BE Z OO 50 SMOKE DETECTOR A5 PER N,Y,5. CODE R313, (SEE PLAN FOR WIND UP-LIFT DETAILS) NOTE: MORE THAN q ", HEADROOM SHALL NOT BE LE55 THAN 6 FEET 6 NOTE: LOCATION) INCHES. PROVIDE ICE d WATER SHIELD AT ALL ROOF EDGES, RIDGES, HIPS, p SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, ALL WINDOWS WITHIN 18 OF FINISHED IFLOOR SHALL BE TEMPERED VALLEYS, EAVES, ETC. IN 18" MIN, WIDTHS AS PER MANUFACTURERS p: w w w; NOTE: TYP, PER CODE REQUIREMENTS w: N N N OUTSIDE EACH SEPARATE 5LEEPIN6 AREA IN THE IMMEDIATE 5/6" DIAMETER FOUND. ANCHOR BOLTS EMBEDDED ," INTO GONG, SPECIFICATIONS AND AS PER RES.GODE OF NY STATE SECTION VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY OF805_2.7,1 www: w: N: FOUND. W/ (LBPS 5/8) 51MPSON STRONG TIE BEARING PLATES AT 56" Q: THE DWELLING, INCLUDIN& BA5EMENT5 d ATTACHED 6ARAG,E5 BUT NOT INCLUDING GRAWLSPAGES AND UNINHABITABLE ATTICS. SMOKE O.G. A MIN, OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN b TO ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE 12 CINCHES OF EACH END OF BOTTOM PLATE AND WITHIN 12" OF ALL TYP I GAL WALL GONSTRIUGT I ON ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN CORNERS. (PER WFGM 3,2.1,,) DESIGNED BY: WR 1X8 VERTICAL CEDAR SIDING THE INDIVIDUAL UNIT, THE ALARM SHALL BE CLEARLY AUDIBLE IN SOLID BLOCK ALL CONCENTRATED LOADING (DOWN) TO STEEL 15# BUILDING FELT DRAWN BY: WR ALL BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL BEAMS OR FOUNDATION WALL. 5/5" "ADVANTEGH" EXTERIOR GRADE PLYWOOD SHEATHING, CHECKED BY: WR INTERVENIN6 DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR _2"x 6" WOOD STUDS ALL SMOKE DETECTORS 15 PROHIBITED. AT MINIMUM, PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL R-.21 BATT INSULATION DATE: 3.12.17 EF 50 CFM (MINS EXHAUST FAN TO BE MECHANICALLY VENTED PARALLEL PARTITION WALLS d BATH TUBS ABOVE. 5/8" GYPSUM BOARD JOB NUMBER DIRECTLY TO THE EXTERIOR (AS PER RCNY5/ 8303.3) PROVIDE PARALLAM PO5T5,UNDER ALL MIGROLLAM / PARALLAM, 16101 ` Z 1 AND STEEL FLITCH PLATE HEADERS AND BEAMS. (TYP) HD HOLOOWN CONNECTION SYSTEM BY "SIMPSON", (SEE SHEET no.Dl) TYPICAL FLOOR CONSTRUCTION: FIN FLOORiN6 O SHEET NUMBER 17 PROVIDE RECEPTACLES 50 THAT NO POINT ALONG THE FLOOR LINE 3/4" SHEET PLYWOOD SIUBFLOORIN6 � IN ANY WALL SPACE IS MORE THAN 51X FEET (6') MEASURED �+ Vy POST FROM ABOVE HORIZONTALLY FROM AN OUTLET IN THAT SPACE. (SEE PLAN FOR FLOOR JOISTS (SEE PLAN) `- LOCAT I ONS) SOLID BLOCKIN6 UNDER ALL CONCENTRATED LOADING H A-4 WILFREDO RIVERA, ARCHITECT 2016 $0'-6• 8' 2' 50'-2' 12'-4' 41'42' W V B G D n ) O STAIR TO BE CONSTRUCTED IN o r�^i � � V ACCORDANCE WITH CODE v J O O Q Q SECTION 311,1 (STAIRWAYS) OF ICA 31�1 T ICA 3"1'11 T ICA 31'T1 T ICA 3111 T ICA 31"71 T ICA 57'71 T ICA 3'1'11 T THE 2015 INTERNATIONAL HSS 5x5xi BUILDING CODE AS ADAPTED BY 0 TYPNYS, COLUMN W I Ox30 FLUSH 5 j"x 117}" PSL HIGH POST H55 'Ix5x HIGH AND LOW BETWEEN WINDOWS ICA 31'11 T � HD m HD p u = I 8 8' 8 H55 5x54 HSS 5x5x O 8' - - I T G A E ' COLUMN COLUMN v R ILI 6 �...� 0 L D d BEDROOM #2 O N v O b 14'-10' - q'-O" GL6. 14'-10' b' a� • �_� �' 10[ ICA 37�1 T MASTER BEDROOM } J d1 J 3 I CATH'L GL6, cl RAILING ■� ~ J I IF _ FALSE RIDGE_ _ _ I I D-2668 / IIFD 5065 XO UPPER W J QQom} FAMILY ROOM = z 0 3 OPEN TO BELOW w ATTIC w w ' z ACCESS 4x6 w � e+470 OO 5D 4x6 POSTS AT ry �j t(1 — — — ENDS w 6x6 POST ry POSTS AT ACCESS Lu O Z p DOWN �r INT, BEARING WALL ENDS w w CL C� DECK ® 6x6 POST 3' 1 4' �� 2'-8' H J 30"x80" DOWN o + J BARN DOOR -'1 _ BATH EF taJl,, IIFD 6066 XX (2) 2 FLUSH (2) 2� 0 FLUSH _ m I t fi� �. dp _ ICA 3331 T in INT, BEARING LL '�'� + 2"xb -� ,� a ;,.. ` - ` % ��•`k. z x w�. GL. I ADO O RAILING M I Tog X I O (DiROOF DECK z 0 rr n 'i 4'-0' 4' b'-2' 4 4'- GMP 6x6 POST 0. DOWN LINEN 4.. IP IN J b• BALCONY Ln 5/ xb E DECK 6 (OR EQUAL) RIPPED DOWN P.T.-2x SLEEPERS OC 5D @O :r ;fl INT, BEARING WALL ■ �, SINGLE PLY EPDM ROOFING MEMBRANE (OR EQUAL) — RAILING S — GMD i+ OO 5D V 3/4"MARINE GRADE PLYWOOD SHEATHING ��y'3�A O p Li I RIPPED DOWN P,T, 2x8 0 16" O,G, SECURED TO TOP �? LINEN OF I-JOI5T5 - PITCH AT 1/4 PER FT. j ..............................................: RAILING $ v A + O .+�0 ON EDROOM #3 N � IIFD 5068 OX / IIFD�668 -� � o e [� �e O MASTER BATH ry� J q'-o" GL6. _N 6 N u -24" TEMP) I — q'-O" GL6. SAFETY-GLASS 0EF III w FROSTED TEMP) 00 OR. SHWR, DOOR, Q 'n SAFETY-6LASS Q b' $e 12'-6' z b' �-+ o � � � Ix O _ PANEL J O ` 48"x54" N p `" e w RAILINv SHOWER' EF W G Lo O II CL. �r v ICA 2g31 T ry /— REE— z I H55 5x54 I I I STANDING I 4' e IM \TJB� COLUMN I 3 M / 5H \` 5 "x HDRHSS 'ix5xi HIGH AND LOW BETWEEN WINDOWS9 I 5 "xq " LVL DR HD �, HD p FRAMER TO COORDINATE IGA�g55 TAW ICA-2q55 3W ; FRAMING WITH PLUMBER FOR ALL WASTE LINES _ ... . . .........�................................... z ....... . DURING FRAMING.(TYPIGAL) ..o�. W o � B G D W�3 amozp� Ower Hoz � C) R ¢] � o�o� a xz � z �z¢ z z a¢z za Wu- o ¢ 8'-0' Il'-I' IS'-4' z p o z¢p7� w z -'o z 6-q' W oz 3"° 600a W�� poo Wa NOTE x�W.Q.�....�VC]wdWrow �eWoE? ALL HEADERS TO BE UPSET FLUSH WHERE 50'-2' 12'-4' "' "' HE16HT WILL NOT ALLOW FOR A DROPPED HEADER, N 5TRUCT, NOTE �-b■ - PROVIDE MIN, (3) GL6. J015TS UNDER ALL POSTS IJP TO ROOF STRUCTURE. (TYP) SECOND FLOOR PLAN SCALE. OO CMP CARBON MONOXIDE DETECTOR AS PER NYS. CODE R515 (SEE PLAN NOTE: NOTE : TYPICAL ROOF CONSTRUCTION: FOR LOCATION) 50LID BLOCK ALL CONCENTRATED LOADING (DOWN) TO STEEL PROVIDE METAL TIES AT ALL RAFTER BEARING LOCATIONS, FLOOR TO ASPHALT ROOF SHINGLES CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH BEAMS OR FOUNDATION WALL. FLOOR CONNECTIONS AND FIRST FLOOR TO FOUNDATION TIE-DOWN GRACE ICE d WATER SHIELD JJNIT ON EACH STORY CONTAINING A SLEEPING AREA, AND CONDITIONS, A CONTINUOUS PATH SHALL BE PROVIDED TO TRANSMIT 30# BUILDING PAPER DWELLING WITHIN 15' ,U EACH SLEEPING AREA, MORE THAN ONE SHALL A AT MINIMUM, PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL THE UPLIFT FORGES FROM THE ROOF TO THE FOUNDATION, (TYPJ (SEE 3/4" "ADVANTEGH" EXTERIOR GRADE PLYWOOD 5HEATHING PARALLEL PARTITION WALLS d BATH TUBS ABOVE. WINDUP-LIFT DETAILS) ROOF RAFTERS (SEE PLAN) PROVIDED TO ASSURE THAT NO 5LEEPIN6 AREA ON A STORY IS R-38 CATHEDRAL BATT INSULATION MORE THAN 15' AWAY FROM A GM DET, CARBON MONOXIDE ALARMS SHALL ALSO BE PLACED ON ANY STORY OFA DWELLING UNIT THAT PROVIDE PARALLAM P05T5 UNDER ALL MIGROLLAM / PARALLAM, CEILING JOISTS (SEE PLAN) z: AND STEEL FLITCH PLATE HEADERS AND BEAMS. (TYPJ WINDOWS: R-4q BATT INSULATION O CONTAINS A CARBON MONOXIDE SOURCE. I/2" GYPSUM BOARD '' ~ PROVIDE RECEPTACLES 50 THAT NO POINT ALONG THE FLOOR LINE Z OO 5D SMOKE DETECTOR AS PER N,Y,S. CODE R313. (SEE PLAN FOR WINDOW SIZES NOTED ON DRAWINGS ,ARE APPROXIMATE R.O. SIZES (IN INCHES) LOCATION) IN ANY WALL SPACE I5 MORE THAN SIX FEET (6') MEASURED NOTE: w O: d v HORIZONTALLY FROM AN OUTLET IN THAT SPACE. (SEE PLAN FOR GENERAL CONTRACTOR TO REVIEW WITH OWNER : MANUF,/ MODEL PROVIDE ICE d WATER SHIELD AT ALL ROOF EDGES, RIDGES, HIPS, OC: p p 0 p: SMOKE ALARMS SHALL BE INSTALLED IN EACH 5LEEPIN6 ROOM, LOCATIONS) # VALLEYS, EAVES, ETC. IN 15" MIN, WIDTHS AS PER MANUFACTURERS O: w w w: w: / SIZES/ � N: a: N: N: � OUTSIDE EACH SEPARATE 5LEEPIN6 AREA IN THE IMMEDIATE SPECIFICATIONS AND AS PER RE5.CODE OF NY STATE SECTION j: j j: VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY OF LOCATION AND GRILLE PATTERNS OF ALL WINDOWS AND DOORS g05_21.1 UJI w w w: w: N THE DWELLING, INCLUDING BASEMENTS 4 ATTACHED GARAGES BUTPRIOR TO ORDERING FOR CONSTRUCTION. w W. W. W. Q. NOT INGLUDIN6 CRAWL5PACES AND UNINHABITABLE ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE TYP I GAL NAL L CONSTRUCTION: DESIGNED BY: WR ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN WINDOW SUPPLIER SHALL SUPPLY SHOP DRAWINGS FOR REVIEW, IX6 VERTICAL CEDAR SIDING THE INDIVIDUAL UNIT, THE ALARM SHALL BE CLEARLY AUDIBLE IN PRIOR TO FABRICATION, FOR FINAL APPROVAL BY OWNER. 15# BUILDING FELT DRAWN BY: WR ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL 5/6" "ADVANTEGH" EXTERIOR GRADE PLYWOOD SHEATHING CHECKED BY: WR INTERVENING DOORS CLOSED, ONE CENTRALIZED ALARM HORN FOR NOTE: _2"x b" WOOD STUDS ALL SMOKE DETECTORS 15 PROHIBITED. R_21 BATT INSULATION DATE: 3.12.17 ALL WINDOWS WITHIN 16" OF FINISHED FLOOR SHALL BE TEMPERED 0EF 50 CFM (MIN) EXHAUST FAN TO BE MECHANICALLY VENTED TYP, PER CODE REQUIREMENTS 5/6" GYPSUM BOARD 0 JOB NUMBER DIRECTLY TO THE EXTERIOR (AS PER RCNY5/ R303.3) TYPICAL FLOOR CONSTRUCTION: w 16101 HD HOLDOWN CONNECTION 5Y5TEM BY "15014". (SEE SHEET no,Dl) ^ FIN FLOORING H SHEET NUMBER 3/4" "ADVANTEGH" PLYWOOD W5FLOORIN6 FLOOR JOISTS (SEE PLAN) V P05T FROM ABOVE 0 V w A-5 ® ® e e e ® ® ® ® ® ® 0 ® e ® U) WILFREDO RIVERA, ARCHITECT 2016 cl v 712 ROOF RAFTERS 2xI2 ROOF RAFTERS a 16" O.C. O 'j C)............................... U) u 0 0 w 0 _j I M v I 8. ROOF NOTE5". Lu _j Lu _j c z I < ze' II p w It P NOTE. PROVIDE CONTINUOUS SOFFIT VENTING 0 tu _j Lu (TYPICAL) CD > U- IIINOTE- PROVIDE CONTINUOUS ALUMINUM HALF-ROUND CUTTERS VIII ON Q) Lu ui _11lu AND LEADERS WITH BAKED ENAMEL FINISH. (TYPICAL) LL U- m lu u ISI < x I M < n NOTE. PROVIDE STEEL CONNECTORS AT ALL INTERSECTIONS OF RIPCPE5, HIPS, VALLEYS AND DOUBLE ROOF RAFTERS. (TYPICAL) 0 O I 1 i I u_ u NOTE: DOUBLE FRAME AROUND ALL ROOF OPENINGS AND OR PENETRATIONS AT DORMERS, CHIMNEYS, ETC. Ilii i I— - - j"xII A" P5L 4� x x NOTE: ALL RIDGES TO HAVE CONTININUOU5 RIDGE VENTING ROOF BREAK WITH ROOF SHINGLE OVER TOP. NOTE- PROVIDE "ORACE" ICE 8 WATER SHIELD AT ALL RIDGES, HIPS, exe, VALLEYS, ROOF WOES, EAVES, ROOF PITCH CHANCES, DORMERS, POST bxb P05T bxb POST DOWN CRfCi<ET5, ETC. AS PEP. MANUF. SPECS. bxb POST DOWN Lu DOWN Lu DOWN __5 1/2r-_Xlj�_�_PSL __l 5 1/4"xl4" P5L RIDGE 5 J;�?"Xll Va" P5L ROOF c� ECS UNDERLAYMENT SHALL BE 50LB MINIMUM AND APPLIED 5HIN6LE I> 1 7 / I W I R106E BEAM =BEAM-A1-_VeN-T-_ L/N -FRIOC7E BEAM VE 5/4" " < r� < xbIPE PECKINC7 (OR EQUAL) STARTINGFASHION, PARALLEL TO AND STARTING FROM THE EAVE AND Q� 6 1 F Ot — — — — — — RIPPED DOWN P.T.-2x 5LEEPER5 LAPPED 2 INCHES, FA5TENEED SUFFICIENTLY TO HOLD IN 0 0 PLACE. END LAPS SHALL BE OFFSET BY & FEET. ICE I WATER (D SINGLE PLY EPOM ROOFING MEMBRANE (OR EQUAL) f7— GRADE PLYWOOD SHEATHING SHIELD SHALL BE INSTALLED IN SAME FASHION AS L I I IL — — -- _ _ _i � 0 xi 3/4"MARINE C ca 0 RIPPED DOWN P.T.-2x5 ® I6' O.C. SECURED TO TOP -UNDERLAYMENT, COMMENCINe AT FRONT EDGE OF EAVE TO rl0 4_ _ _ _ -- - - -I— _ 7 _ _ _ - — _16- III I ROOF BREAK x OF I-JOISTS - PITCH AT 114" PER FT. DISTANCE MEASURED 24 INCHES HORIZONTALLY FROM INTERIOR x L WALL, AND VERTICALLY TO ROOF. ICE I WATER SHIELD WILL ............ 'Ps-e q IF — —0 - F 33ixff VARY IN P410TH FROM 5 FEET AIDE TO & FEET AIDE, DEPENDING III I ul ON ROOF PITCH AND SOFFIT DEPTH. ICE I WATER SHIELDS L SHALL BE INSPECTED BY THE BUILDIN6 INSPECTOR PRIOR TO Lu r APPLYING SHINGLES.-j YAA 0 NOTE: VALLEY LININC-75 SHALL BE INSTALLED IN ACCORDANCE WITH lu THE MANUFACTURER5 INSTALLATION INSTRUCTIONS BEFORE 4-1 IS Lu IL u 03< 5 P _n LL II I BUILDING INSPECTOR PRIOR TO APPLYING SHIN6LE5. 0 0 APPLYING SHINGLES. VALLEYS SHALL BE INSPECTED BY THE < tu IL Lu Y _90 � 0 ... .... ....... ... .... ....... .... s' �( I� I � , � II I I ryQ I I II e- xII I 1 I I I ry I -� v i N 1� 7 4 -j - - - - �D L -- — - - - - - - = - - 0 \.6 w x12 ROOF RAFTERS a lb" O.C. O C) 75 ROOF PLAN 50ALE; "= 1-'O" ....... ............ ............... ... ............... C)z mw w u 0 �4 C4�t� z �4 STRUCT. NOTE -�R 0 R"-4 -0 0,4 NOTE 'g �:"g< PROVIDE MIN. (5) CLO. J015T5,UNDER ALL PROVIDE "ORACE" ICE I WATER SHIELD �R z, P05T5,UP TO ROOF STRUCTURE. (TYP) AT ALL R1176ES, HIPS, VALLEYS, ROOF z Z�l zu ��w It 1-Z ('D EVC,E5, EAVES, ROOF PITCH CHANOES, _2" x 6" COLLAR TIES A 32" OC. _jm< r�3 8u" z<n:� DORMERS, CRICKET5, ETC. AS PER 'Z MANUF. 5PEC5. 4"VTR 0 z- '-z <Z (11 4"VTP, t It 0 '0 5 cz,4 w MASTER BATH BATH _T .... ... 2"V 1 1/4- V 1 1(4- V -21 V21 V 1 11/4"V 1 1114"V LAV LAV WATE CL I LAV LAV WATEP,CL SHCtWER TUB 2ND F I it, IN 1 !4"W " co IV co III— 2W _2" IN 2"W 4"W 4] 4- 5 4"W 4"5 CO 0 LAUNDRY BATHKITCHEN q w 1 1/4" Z: g V 2'1 V 1 1/4 Q:- V 1 1114"V Z.I LAV I LAV WATER CL tu. I KITCHEN SINK WASH17-rl W/CONNECTION I'WE5 uj: MACH FAI -21 IST FLR LEI 2' Wuj IN 11 " IN 4' 5 ul) uj: %n: CIO II >: -21 w CO H 1 1/2' IN THE INSTALLATION OF THE PLUMBING SYSTEM, EQUIPMENT, AND COMPONENTS INCLUDING CO 4- 5 DESIGNED BY: WR SERVICE, P15TRIBUTION SYSTEM, FIXTURES, APPLIANCES, DEVICES, APPURTENANCES, H DRAWN BY: WR AND TESTING, SHALL COMPLY WITH CHAPTERS 25 THROUGH 52 OF THE RE51DENTIAL CO C-01 CODE OF NEW YORK STATE. 4' TO AN APPROVED CHECKED BY: WR L-TYPE COPPER PIIPINry P41TH LEAD-FREE SOLVER JOINTS SEPTIC, SYSTEM � DATE: 3.12.17 I" DIAMETER HOT AND COLD MAINS AT BASEMENT 4' HOUSE TRAP ALL R15ER LINES TO BE 5/4" DIAMETER WITH BALL VALVE SHUT-OFFS. IN GONG PIT JOB NUMBER PLUMB INO R15ER PIAORAM 16101 SCALE: N.T.S. SHEET NUMBER 0 0 A-6 WILFREDO RIVERA, ARCHITECT 2016 CONTINUOUS RIDGE VENT (TYP) \t � X �ay Y V ROOF FRAMING PER 10 " R-35C CATHEDRAL 2" x b" COLLAR TIES PLAN BATT INSULATION 32" or-. (TYP) FRAMER TO COORDINATE R-20 INSULATION AT - -______-==-- `== ------------ R-4q INSULATION FLAT T� � - ->y - -_, --- - - - =; :___________ CEILINGS - TYP• v 0 I;r---n----rt---�l; ;r---n----Ir---��;�r---n----rt---��; it r---n----R---il; FRAMING WITH PLUMBER EXTERIOR WALLS - TYP. ^' 1 'll n 1111 II' 11 II II I ' 'i f...,f=.=if...,ll 'i f.........r---;;f....J,f...�f ccc�;' ';f.=.,f---it---I i • `! V FOR ALL WASTE LINES ;; ;; "" ;; " ;; `AITJ 'I� '� ;� ";" ��; ;" '; CEILING FRAMING PER PLAN � - DURING FRAMING.(TYPIGAL) �= ------------- ' TOP PLATE AT _ _ _ I 11TV' r. x e �' r X / \ iI/ C TOP PLATE AT SECOND FLOOR SECOND FLOOR ,^�., 0 c~j) INTERIOR SHEAR WALL © PLYWOOD ONE SIDE - TYP. 5/4"xb" IPE DECKING (OR EQUAL) i RIPPED DOWN P.T.-2x SLEEPERS • �� p " ___rn,r___.N____R___ u n n Iml a i;l nl in TYPICAL EXTERIOR _ ;; w ;; " ;I ""' ! "' ;I ii " SINGLE PLY EPDM ROOFING MEMBRANE (OR EQUAL) '- II1 I ;II " iilll ;; iII III ;II MASTER BATH " N ' "' "' BEDROOM #3 3/4 MARINE GRADE PLYWOOD SHEATHING Z WALL CONSTRUCTION 11 aN " JL___JL__- JL___JL_-_ — ""- NF===,Ir ,r.___ a II Fce. __ �r___� ;�.ee�r_'__ ___Jy it Fce=7f.___ M ,r - m ,r n , l J ul n u nI ll u n unl n n il nl n I ';; w Il II II. III ll INiI II I III ,l ._ 611 RED TO TOP "' V III N 11 III u l I, roll 1i III u 4 111 P.T. 2x5 a Z IIIiI Jt IL_ __JL_ ;i l____Jt:==_ Ill � • • PIP ED ,r.. .. l I.�---„ �" III _.r... � OF IP-J015�5N PITCH AT I/4" PER FT,� III II ;' ;'; 111 II w li /4" PLYWOOD 5lJBFLOOR � I; N N N D O IIL___JL__ R.___J II uL___-JL___Jt___J I11 L___..il.___.JL___JN IIL=_...1L_ Lu _ ---x--=�; F=_->�,rf--ar-_- ---al'—»�" _ _-- EXT. GLUE. GLUED AND 5GREWE - v I�nrr�r--��I-n il n _ JL _ r TO ALL FLR BMS. BLOCK: ALL " - -L---Jt.--- Ill .._...L---JL--..Ail II ---"-`-" --' ' - I I -N N UNSUPPORTED EDGES • II II BLOCKING " Nll SECOND FLOOR -- - — SECOND FLOOR ir_____________i r =- ' I�4l I,IL___Jt____JL___J I; L---JL---JL___J 1, Ih _ or ;I r---v---vy ,r a-'-i;;i a-- a�__i i. 4 i ,' MIN I _ ,II u IF-1 y iii n ; , mw ;;; ; ;; ;; ; ; ;; ;; ; ; ;; II FLOOR FRA G L___Jt___JL___J ii i; , PER PLAN — i' i; I I III ;; '' I ' ; 0 2x8 P.T. LEDGER � ;;; ;,; l II ;'G•�;I;II ;l ',; ; I;, i = _ I I SIMP50N DTT2Z L___J____LL L___L_2_LLJY_ ____LL L___L____LL___J SECURED W/ IL2"cD 5.5. � ' ` PROVIDE METAL TIES AT ALL RAFTER - BEARING LOCATIONS PER Rb02.11. A I'I a CONTINUOUS LOAD PATH SHALL BE - - PROVIDED TO TRANSMIT THE UPLIFT _ I _ FORGES FROM THE ROOF TO THE �y - , 'I �i - - - 12 FOUNDATION. (TYPJ I �/ SIMP50N MT550 5TRAP5 d A54 4 - " x k X _ _ 4 CONNECTORS A 16" OG FOR RAFTER/ TOP PLATE/ STUD TIE CONNECTION / \ ' {� TOP PLATE - - - - - i/ \ 'Y - - TOP PLATE - - ) O ALUMINUM GUTTERS AND LEADERS / \ i 10 " R-380 CATHEDRAL � BATT INSULATION ROOF FRAMING PER � • 5/4" FASCIA BD - TYP. i PLAN � C1� o 0 = H59 '7x5xj TUBE H55 '7x5xj TUBE _ STEEL STEEL O Ix T46 CEDAR SOFFIT W/ "' U _2" SCREENED VENT - TYP. C� m 0 j - --- - �--� 0 . - o • �--� W . = H S 'ix5x TUBE HSS "7x5xi TU BE ry Q STEEL - - - STEEL- SECOND FLOOR --IJ-2 ----- ---- j W Ibx40 LOW STEEL L_ _ BEAM BEYOND _ ----.- _ ------ ------------ ------ --- -2 STORY '- _ FOYER2 STORY UJI C) _............_.._—..........__.....—........_._..._................—.... -------._._._.�. -------------- FAMILY ROOM Ag T.O. FIRST FLOOR SUBFLOOR T.O. FIRST FLOOR �5 -[)0C ,- OIL ELEVATION = 0'-0" 5UBFLOcOR - LEVAT ION O'-O" y Pw 11=I!I -III--III-111 III s � �11-�1--111-.III_ .1'-1 t � '•»ti H-� , I �I 11=1 11—I 11—I 11=1�I- 11=i - SLOPE 6ROUND AROUND FOUNDATIO -I I=1I I-III-I'I I1=1III F OOR FRAMING PER PLAN _I=111 111=111=1I CI' T'> 3295 AS PER (R401.3)THE GRADE ADJOINING T � �� _III-1. 1 �._� I I III "� ..... ALL FOUNDATION WALLS SHALL BE R-Iq INSULATION ® =1111-III- I I ...... p SLOPED AT A MINIMUM OF 51X INCHES J _ FLOOR - TYP. - J O �I�I-_I-li b (6") WITHIN THE FIRST TEN FOOT _ `A BASEMENT II= \ O -F-+ 0 ' -III-I � o (10'-0") DISTANCE FROM THE WALL. = - 11' 3 1/2" DIA. 50H 80 STEEL 111-11111 � -IIFIII PIPE COLUMNS ON POURED I1=1111- 4-1 U � a, � ' CONTINUOUS RIDGE °' >' bb 1=1�I- E ® D ® ■ ® ® ® ® 0 ® ® D FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE R703.7.3 UPLIFT CONNECTIONS As per ANSI/AF&PAWFCM-2001 Edition-Table 3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER PROVIDE ALL TOE-NAILING AS PER NAILING SCHEDULE. #coMMON [q BOX SPACING OF DESCRIPTION OF BUILDING ELEMENTS NAILS NAILS FASTENER Size of Steel No.of'%"or Angle(a,c) equivalent NOTE alternate No Story Above One Story Two Stories ROOF FRAMING (inches) Above Above Reinforcing A CONTINUOUS LOAD PATH Bars(b) Rafter to To Plate Toe-nailed (3.4A SHALL BE PROVIDED TO TRANSMIT THE UPLIFT MT530 AT RAFTER TO HEADERS P ( ) ) 3-8d 3-lOd per rafter FORCES FRO THE ROOF TO THE FOUNDATIONBY"SIMPSON STRONG TIE" Ceiling Joist to Top Plate(Toe-nailed) (3.4A) 3-8d 3-10d perjoist 3 x 3 x%4 6'-0" Y-6" T-0" 1 . (TYP. PER CODE) 4 x 3 x'/< 8'-0" 5'-0" 3'-0" 1 Ceiling Joist to Parallel Rafter(Face-nailed) (3.9A) 8-16d 8-40d each lap 6 x 3-''/2 x'/< 14'-0" 8'-0" 3'-6" 2 Ceiling Joist Laps over Partitions(Face-nailed)(3.9A) 8-16d 8-404 each lap 2-6 x 3-'/2 x''/4 20'-0" 11'-0" 5'-0" 4 Collar Tie to Rafter(Face-nailed) (3.6A) 3_8d 3-10d per tie(side) 'd TABLE 503.3.3.1 Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end n , 0 MINIMUM PIPE INSULATION moi/ Rim Board to Rafter(End-nailed) 2-16d 3-16d each end (thickness in inches) Simpson Strong-Tie WALL FRAMING 0 Q� Piping Fluid PIPE SIZES' Rafter / Ridge / Rafter Tie Detail CS20 at each end , �,i V Systems of all exterior ✓toll headers Top Plate to Top Plate(Face-nailed) 2-16d' 2-16d per foot s-H �� Y Temperature Types Range,°F Runouts 1 and 1.25"to 2.5"to 5"to 6" 8"and Simpson CS20 20 GA. �/J ��/ 0 Up to less 2" 4" larger 1 1/4"W x 14"L Exterior Header Tie Detail Top Plates at Intersections(Face-nailed) 4-16d 5-16d joints-each side ^ , H-{ HEATING SYSTEMS (PLACE Q 16" OC.) USE 4-8d NAILS@ W EA. SIDE Stud to Stud(Face-nailed) 2-16d 2-16d 24o.c. TOTAL OF 8-8d NAILS Simpson CS20 " r--I � [p � Steam and Header to Header(Face-nailed) 16d 16d 16" o.c.along edges (� hot water 20 GA. (3.SA) High �• 1 1/4"W X 21"I. Top or Bottom Plate to Stud(End-nailed) 2-16d 2-40d per stud O pressure/ 306-450 1-'/2 2-'/z 2 -'/z 3 3-'/2 3-'/2 ° temp. (1)@ SPANS LESS THAN 4'-0"W/ 14-8d NAILS EACH STRAP Medium •e (2)@ SPANS GREATER THAN 4'-0"&LESS THAN 8'-0"W/ m �j pressure/ 251-305 1-'/z 2 2-1/2 2-1/23 3 14-8d NAILS EACH STRAP U tG 1 Lw temp. (3)@ SPANS GREATER THAN T-0"&LESS THAN 12'-0"W/ Bottom Plate to Floor Joist,Bandjoist,Endjoist 2-16d p es ure/ 201-250 1 1-'/2 1-'/: 2 2 2 14-8d NAILS EACH STRAP or Blocking(Face-nailed) 2-16d12 per foot 0 temp. ° ° 1 Low • FLOOR FRAMING temperature 106-200 %2 1 1 1-'/2 1-'/2 1'/2 Joist to Sill,To Plate or Girder Toe-nailed 4-8d perjoist P p ( ) 4-lOd P j Steam °• Bridging to Joist(Toe-nailed) 2-8d 2-10d each end condensate Any 1 1 1-'/2 2 2 2 °• 51mp SOA Str'onclq-TIC (for feed e• Beft Anchors cAd Twlst 5treip Blocking to Joist(Toe-nailed) 2-8d 2-10d each end water) A34 : 18 GA. I%6"x 2%" COOLING SYSTEMS Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block USE 8-8d x ly„NAILS 40-55 /2 /z '/. l 1 1 PLACE ® 16" OC.) Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Chilled water, refrigerant 5eeure Holdown to Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d perjoist And brine: Below 40 I 1 1-'h 1-'/2 1-%2 1-'/2 5tud5er monuF. 5 ees. Rafter / Plate / Stud Tie Detail p p Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist For SI: 1 inch=25.4 mm,1 foot=304.8 mm,C=[(°F)-32]/1.8. a.For piping exposed to outdoor air,increase insulation thickness by 0.5 inch. Simpson MTS 3 0 & A34 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot b.Runouts not exceeding 12 feet in length to individual terminal units. ROOF SHEATHING W W (PLACE ® 16" OC.) MTS30 : 16 GA.30"LONG ,1hreGded structural Panels sd lad 3"edge/6"field a Q USE 7-10d NAILS TO RAFTERS Trtiple.2x Built-Up Stud : 0 TABLE 504.5 USE 3-8d NAILS MIN.TO PLATES RO Diagonal Board Sheathing E~ MINIMUM PIPE INSULATION USE 7-10d NAILS TO S'T'UDS �.�.1 ;. (thickness in inches) psupport �`�• C 1"x 6"or t"x 8" 2-8d 2-lOd per � " "� C., F ;aGUO Floor,,.IOist 1"x 10"or wider 3-8d 3-10d per support €C1 Service PIPE SIZESa Water- Noneirculatmg Circulatingmains and runouts Heating runouts CUT CEILING SHEATHING � ✓ r,, ' � P p N Gypsum Wallboard 5d coolers 7"edge/10"field , Temperatures Use eye other nod holC LENGTH 5d coolers t U to 1" U to 1.50"to in a ro to provide the •F P 1.25' 2' Overt code-required mm�murn 1 i q END WALL SHEATHING (� " 170-180 0.5 1.0 .5 2.0 LE GTH center-to spocing for nail$ Simpson Holdown Anchor Between Structural Panels 8d 10d 3"edge/6"field 140-139 0.5 0.5 1.0 1.5 Floors HD Fiberboard Panels �JJn ~w` 100-139 0.5 0.5 0.5 1.0 ( _ rN For Sl: 1 inch=25.4 mm,°C=[(°F}321/1.8, CLEAR HD5A(TOP&BOTTOM EACH SIDE) 7/16" 6d 3"edge/6"field 1 Btu/h/inch•f12•°F=0.144 W/(m-K). SPAN USE(2)3/4"DIA.MACH.BOLTS TO STUDS 25/32" 8d 3"edge/6"field a. Nominal iron pipe size and insulation thickness. Conductivity,k=0.27 LTP4 USE(2)5/8"DIA.THREADED RODS(ASTM FI 554 Gr 50) b BETWEEN CONNECTORS Gypsum Wallboard 5d coolers 5d 7"edge/10"field V o USE 6- 8d NAILS INTO PLATE U � .� USE 6- 8d NAILS INTO JOIST �R Diagonal Board Sheathing -1-' -, ti rn TOTAL OF 12-8d NAILS PHD2-SDS3 (TOP&BOTTOM EACH SIDE) � � � END n 32"o/c) USE(20)SDS J x 3 SCREWS TO STUDS I"x 6"or 1"x 8" 2-8d 2-lad per support r ° Provide minimum �" LENGTH (PLATE` ) U � v end distance e USE(2)5/8"DIA.THREADED RODS(ASTM F1554 Gr 50) 1"x l0"or wider 3-8d 3-10d per support o BETWEEN CONNECTORS Equal number of U specified nails 1. Nail requirements are based on wall sheathing nailed 6"on-center at the panel edge. in each endl Simpson Strong-Tie If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear (�� \O v CS Coiled Strop and capacities, nailing requirements for structural members shall be doubled,or 4" SPHERE UNABLE LS70 Lateral Tie Plate alternate connectors,such as shear plates,shall be used to maintain the load path. TO PASS THRU LL Floor / Floor Tension Tie Detail 2. When wall sheathing is continuous over connected members,the tabulated number �7T- of nails shall be permitted to be reduced to 1-16d nail per foot. BALUSTERS @ MAX. Simpson CS20 Strap & LS70 Lateral Tie Plate �--i 4" OC. (SEE SPECS p N For S1: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=1.609 km/h. FOR TYPE OF MATERIAL) �^ a.All nails are smooth-common,box or deformed to shanks except where otherwise stated. o CLE :20 GA.38"L Nails used for framing and sheathing connections shall have minimum average bending V z f(1 CLEAR SPAN+20" shield strengths as follows: 80 ksi(551 Mpa)for shank diameter of 0,192"(20d common USE 4-8d NAILS @ Ea.End Length nail),90 ksi(620 Mpa)for shank diameters larger than 0.142"but not larger than 0.177", 4D and 100 ksi(689 Mpa)for shank diameters of 0.142"or less. p _ TOTAL OF 8-8d NAILS r--1 b.Staples are 16 gage wire and have a minimum of 7/16-inch on diameter crown width. r•-I ' N (Additional nailing thru plates&box) ® c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are (STRAP @ 16"o/c-EACH STUD) ® 48 inches or greater. [ ® d.Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. M Simpson Strom TIC p g g P p g Rd nail 1). e.Spacing o asteners not includedint is table shall e based on Table £ For regions having basic winds speed of 110 mph or realer,8d deformed nails shall be w N w C)Z IJ „ p g used for attachingplywood and wood structural panel roof sheathingto framingwithin : O w w W. w G SPHERE UNABLE PHD minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet, �O a z H p x TO PASS TH RU up to 35 feet maximum. �z 3 ¢m 3 u O¢ o i4¢ g.For regions having basic wind speed of 100 mph or less,nails for attaching wood �ow.� Z w P p Z Q STAIR ELEVATION DETAIL structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on 0 0 w E o O �i x uV$ center. When basic wind speed is greater than 100 mph,nails for attaching panel roof z w w w z Z Z¢ SCALE:Y'=I'-O" „ 1 „ sheathing to intermediate supports shall be spaced 6 inches on center for minimum, H z a a p LTP4 20 GA.3 X 4� ! 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable w Z Lateral Tie Plates z�w �z a a o ¢ NOTE 1 ••• o ° end wall framing. ¢ x¢p m x w P w w z USE 12-8d x IY NAILS • P. o h.Gysum sheathing shall conform to ASTM C 79 and shall be installed im accordance with Z p o Cn �'w z a Z ¢ HANDRAILS AND GUARDRAILS SHALL BE ASSEMBLED ;�� (6-Nails into plate,6-Nails into box) GA 253. Fiberboard sheathing shall conform to ASTM C 208. o H¢o 0 0 Z x AND CONSTRUCTED TO WITHSTAND A LIVE LOAD OF ' i.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by fJ w Z PLACE 0 32 OC. 5 wQo¢o ¢o�a framing members and at all floor perimeters only. Spacing of fasteners on roof sheathing w U(j x x ¢ 200 lbs. PER SO. FT. IN ACCORDANCE WITH THE RES. x w x o..�.�w x w-�o Predeflected Holdown Anchor (HDU) panel edges applies to panel edges supported by framing members and at all roof plane H m�¢c v p w m w H c Q H CODE OF N.Y. STATE AND TABLE R301 .5 • Simpson Strong-Tie perimeters. Blocking of roof or floor sheathing panel edges perpendicular to the framing HANDRAILS ADJACENT TO A WALL SHALL HAVE A CS iCoiled Strop and members shall not be required except at intersection of adjacent roof planes. Floor and W LTP4 Lateral Tie Plate HDU5"SDS3 roof perimeter shall be supported b framing members or solid blocking. �- SPACE OF NOT LESS THAN IYz" BETWEEN THE WALL P PP Y g g� 14 GA. AND THE HANDRAIL. (SECTION R315.I) 3 "(W)x 119/16"(H) 2 7/8"(B) For S1: 1 inch=25.4 mm. A ALL NEWLY CONSTRUCTED STAIRS SHALL CONFORM TO Dbl.Sill Plate / Floor/ Stud Connection Detail (BOTTOM)SIMPSON RFB#5x16 IMBEDED 12"WITH THE RESIDENTIAL CODE OF N.Y. STATE SECTION R314, a.Nail is a general description and may be T-head,modified round head or round head. CS20 Strap & LTP4 Lateral Tie Plate "SET"EPDXY.CNW 5/8" DIA.COUPLER NUT WITH b.Staples shall have a minimum crown width of 7/16-inch on diameter except as noted. HANDRAILS SHALL CONFORM TO SECTION R3 15 OF THE A-36 THREADED ROD,MINIMUM 14-SDS 1/4"X 3"WOOD c.Nails or staples shall be spaced at not more than 6 inches on center at all supports RESIDENTIAL CODE OF N.Y. STATE. where spans are 48-inches or greater. Nails or staples shall be spaced at not more (PLACE 0 16" OC.) SCREWS P g P P GUARDRAILS SHALL CONFORM TO SECTION R3 1 G OF THE 20 GA.24"L than 12 inches on center at intermediate supports for floors. RESIDENTIAL CODE OF N.Y. STATE. USE 9-lOd NAILS @STUD (TOP)SIMPSON PHD5-SDS3 WITH 5/8"DIA NYLON d.Fasteners shall be placed in a grid pattern throughout the body of the panel. USE 9-I Od NAILS @BOX&PLATE LOCKING NUT e centerFor ply each panels,intermediate nails shall be spaced not more than 12 inches on f.Hardwood underlayment shall conform to ANSI/AHA A135.4. Simpson Strong-Tic Ootolog No. RR EXTERIOR WOOD FRAMED SHEAR WALL CONSTRUCTION - 2xG" STUDS A,T I G" o/c ° r.- - NOMINAL 5/8" THICK PLYWOOD WALL SHEATHING PANELS - SHEATHING FASTENED TO STUDS VIA: 1 Od NAILS AT 4" o/c AT EACH STUD, ALONG SIDE WALLS I OJ NAILS AT G" o/c AT EACH STUD, ALONG FRONT AND REAR WALLS o 0 c ° O Simpson Strong- Simpson No. 132 Simpson Strong-Tie GOta10g No. HR422 0 U_: 51MP50N HGLTV5.51 I Simpson Strong-Tic Gatolog No. HGP SIMPSON ITT41 I .88 � '/;10 ( `:: ' DESIGNED BY: WR ROOF SHEATHING FASTENING SCHEDULE �"../ -� (J) DRAWN BY: WR CHECKED BY: WR RING SHANK MAILS (0.135 x-2 I!2") F-4 DATE: 10-28-16 1 1 ' O 1 O W JOB NUMBER • . � Panel Location Fastening Zone 0 � Q 4� 5IMP50N LCC COLUMN CAP t) 16101 3-1/2" OD SCH 40 PIPE COL ° 1 2 3 O O O /T � SHEET NUMBER SUPPORTED PANEL AND END EDGES 61, OG (01, OG 61, 00 COLUMN CAP TOP FLANGE TRIPLE 1 .75 LVL HANGER TOP FLANGE DOUBLE SINGLE J015T HANGERS PANEL FIELD .1.2" OC, 61, 00 4° OC1 a ® ® ® ® ® N ® ® ® ® ® ® ® ® ® U-) WILFREDO RIVERA, ARCHITECT 2016 70D a DO NOT PROCEED W11°i ■ ® ® ® ® ® M ® ■ FRAMING UNTIL SURVEY 6F FOUNDATION LOCATION GENERAL NOTES HAS BEEN APPROVED. ' 1 . ALL WORK SHALL CONFORM TO THE RESIDENTIAL BUILDING CODE OF NEW YORK 13. STRUCTURAL STEEL: N. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR H. COORDINATE WITH THE OWNER FOR THE PLACEMENT OF NEW C. CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM p^�g� STATE (LATEST EDITION), ENERGY CONSERVATION CONSTRUCTION CODE OF NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. TELEPHONE, COMPUTER LINES, ALARM SYSTEM AND AUDIO/VIDEO, ETC. OF RUN. THE UNDERSIDE OF ALL STAIRS SHALL RECEIVE 1/2" GYP. BD. - f3f"�J;l OED [f� ;:�;i E NEW YORK STATE (LATEST EDITION) AND ALL APPLICABLE CODES. A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AI5C STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT IN ACCORDANCE WITH SECTION R314.5. �/ SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS INCLUDING THE TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. ANY STUD MAY BE 1. ALL WIRING SHALL BE COPPER AND SHALL RUN CONCEALED WITH-IN DATE: B.P.ti f ��o IT I5 THE INTENTION OF THESE DRAWINGS TO PROVIDE FOR THE CONSTRUCTION CODE OF STANDARD PRACTICE AND SPECIFICATIONS FOR STRUCTURAL BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING CONSTRUCTION AND/OR ABOVE CEILINGS. D. AT OPENINGS AROUND CABLES, WIRING, VENTS, PIPES DUCTS AT O �d ''-� > (jL___-OF A NEW RESIDENCE, INCLUDING EVERY ITEM AS SHOWN OR REASONABLY JOINTS USING ASTM A-325 OR A-490 BOLTS. HOLE IS NO MORE THAN 60 PERCENT OF THE STUD WIDTH, THE EDGE CEILING AND FLOOR LEVELS SHALL BE SEALED WIITH FIRE RATED 5TAFING ^ , FEE: �� FYI..- IMPLIED, OR REQUIRED, TO COMPLETE ALL WORK. OF THE HOLE 15 NO MORE THAN 5/8 INCH TO THE EDGE OF THE STUD, J. ALL LIGHTING FIXTURES SHALL BE INSTALLED COMPLETE WITH LAMPS. AND CAULKING (3M OR APPROVED EQUAL). (a) NOTIFY BUILDING DF.F',1'i 1°r."S T AT B. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A GUT OR 765-1302 3 AM TO u ,Pl`"! FOFI THE 3, THE DRAWING AND NOTES ARE INTENDED TO BE COMPLETE. SHOULD ANYTHING YIELD STRENGTHS AND SPECIFICATIONS: NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS K. ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING E. NOMINAL LUMBER(FULL WIDTH AND DEPTH OF SPACE I FOLLOV'JIIKa INSr'tCl!OP;S: BE OMITTED FROM THE DRAWINGS, NECESSARY TO THE PROPER DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE WORK OF OTHER TRADES FOR EQUIPMENT TO BE WIRED BY THIS 1. FOUNDF,T10�! - TWO Ri=C:IJ'QED CONSTRUCTION OF THE WORK, HEREIN DESCRIBED, IT SHALL BE THE DUTY OF YIELD ASTM SPEC. AS FIRE BLOCKING AS WELL AS ALTERNATE MATERIALS)L STEDUNDER ACCEPTABLElz� DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS CONTRACTOR I.E. HVAC, ALARM SYSTEMS, ETC. SECTION 8602.8. I 'L� FOR POURED CONCRETE THE CONTRACTOR TO NOTIFY THE ARCHITECT. A. STEEL SHAPES, BARS AND PLATES 3G KSI A-3G BORED. USE OF APPROVED STUD SHOES 15 PERMITTED WHEN THEY ARE ^ , ~O INSTALLED IN ACCORDANCE WITH THE MANUFACTURER' S L. UPON COMPLETION THE CONTRACTOR SHALL SUBMIT UNDERWRITERS 22. INSULATION IN THE EXTERIOR WALLS CEILINGS OF ALL HEATED SPACES SHALL `j�/ 2. ROUGH - FRAI',1!1\1t3a F, PLUI%4 lNG B. STRUCTURAL STEEL PIPE 3G K51 A-501 RECOMMENDATIONS. CERTIFICATE FOR WORK UNDER THI5 CONTRACT. I �'' 3. INSULATION 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. DO NOT C. STRUCTURAL STEEL TUBING 4G KSI A-500 4. FINAL - CONSTRUCTION MUST SCALE DRAWINGS. WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS D. ANCHOR BOLTS 3G K51 A-3G OR A-307 BE FIBERGLASS BATTS, SIZE AS INDICATED ON DRAWINGS, WITH A VAPOR BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND WINDOWS AND • r--i 'C$ O. ALL JOISTS SHALL BE CR.O55BRIDGED WITH 50LID BRIDGING AND/OR M. PROVIDE TYPEWRITTEN DIRECTORY SHOWING USE AND LOCATION OF AL DOORS WITH INSULATION. ALL INSULATION SHALL BE SIIZED, LOCATED, (z V TAKE PRECEDENCE. IF DISCREPANCY ARISES BASED ON FIELD CONDITIONSL BE COhd:PLETE 0R G.O. CONSULT WITH ARCHITECT'S OFFICE BEFORE PROCEEDING WITH WORK OR 5/4" x 3" BRIDGING AS INDICATED AT MID-SPAN OR INTERVALS NOT TO CIRCUITS. r^ �+-1 � ALL COI�iSTRUCTiO:"v SHALL MEET THE C. ALL BOLTED STEEL BEAM AND COLUMN CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE W/ N.Y.S. ENERGY CODE. vJ O O ORDERING MATERIALS. EXCEED 8 0 O.C. AND SiECURELY NAILED AT EACH END. BRIDGING �y N REC?UIREMENTS OF TFIE CODES OF iii 1N ERECTED WITH 3/4"O ASTM A-325 HIGH STRENGTH TENSION CONTROL SHALL NOT BE NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE N. ELECTRICAL RECEPTACLES SHALL BE WIRED WITH A MAXIMUM OF EIGHT �-+ 'L� 23. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON DRAWINGS. •� YORI< STATE. NOT RESPONSIBLE FORS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FILING OF ALL BOLTS (UNLESS OTHERWISE NOTED). SOLID BRIDGING BETWEEN JOISTS OVER GIRDERS AND PLATES OF PER CIRCUIT AND SHALL RUN TO PANEL WITH BREAKERS AS REQUIRED \ CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN O DESIGN OR CONSTRUCTION ERRORS. APPLICABLE LIABILITY AND WORKMEN5 COMP. INSURANCES AND OTHER BEARING PARTITIONS. MIETAL BRIDGING STRAPS MAY BE SUBSTITUTED FOR A COMPLETE JOB IN ALL RESPECTS. L" INSULATION AND ROOF DECK. N [0 a) REQUIRED DOCUMENTS WITH ALL REGULATORY AGENCIES AS REQUIRED IN D. ALL WELDING SHALL CONFORM TO AWS D 1 . I STRUCTURAL WELDING AND INSTALLED ACCORDINGLY. WHERE PRE-ENGINEERED JOISTS ARE I CONNECTION WITH THI5 WORK. CODE, LATEST REVISION. ELECTRODES SHALL BE E70 SERIES. UTILIZED FOLLOW MANUFACTURERS REQUIREMENTS. 0. ALL LIGHTING AND RECEPTACLE CIRCUITS AT TOILET ROOMS AND WET 24. WINDOWS: • r--I �, ..,, I- AREAS SHALL BE ON GFI CIRCUITS. � ( .�.). . `_, „-'. _'YS C�- THE GENERAL CONTRACTOR SHALL BE SOLELY RE5PON51BLE FOR PROVIDING E. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND P. THE CUTTING OF THE JOISTS TO FACILITATE THE INSTALLATION OF PIPING A. PROVIDE EXTENSION JAM , � Nr �1 J,-.{` `' I-'. ! - k-'= Y�>' v,"'A C(7)L EWEL 51TE AND SAFETY PROTECTION (FENCING, BARRIERS, ETC.) DURING ADEQUACY OF ALL CONNECTIONS THAT ARE NOT FULLY DETAILED ON WILL ONLY BE PERMITTED) WITH THE FOLLOWING LIMITATIONS WHERE P. ALL DEDICATED CIRCUITS, JUNCTION BOXES, RECEPTACLES AND/OR BS AS REQUIRED. m \ AS REQUIRED ...�',�_ ' "' �rMN5TRUCTION IN ACCORDANCE WITH ALL APPLICABLE CODES AND THE CONTRACT DRAWINGS. V DIMENSIONAL LUMBER IS UTILIZED: SWITCHES AS REQUIRED FOR SPECIFIC EQUIPMENT SHALL BE LOCATED B. ALL STANDARD GLAZING SHALL BE INSULATED SAFETY GLA55 (STANDARD � •r ORDINANCES (OSHA, ETC.) TO PROVIDE FOR THE SAFETY OF THE PUBLIC AND AS REQUIRED BY EQUIPMENT MANUFACTURER. 5/8") UNLESS OTHERWISE NOTED - COOKD. W/ DRAWING DETAILS. Ma .;'I" "''`', `17"3 F. SHEAR CONNECTIONS SHALL BE DESIGNED TO SUPPORT THE REACTION I . THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT THE PROTECTION OF THE SITE AND BUILDING. „ ^ n OF THE BEAM FOR THE MAXIMUM SAFE UNIFORM LOAD UNLESS A TO EXCEED 2", EXCEPT THAT THE NOTCHING OF TOP OR BOTTOM Q. ALL SWITCHES AND DIMMER CONTROLS TO BE MOUNTED 48" ABOVE N N s�, �, �) C. PROVIDE ALL REQUIRED BLOCKING, INTEGRAL FLASHING, DRIP CAP, r"'� E GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL GREATER REACTION I5 REQUIRED AS SHOWN ON THE DRAWINGS. EDGE OF J015T IN 'THE MIDDLE THIRD OF ITS SPAN WILL NOT BE FINISHED FLOOR, UNLESS OTHERWISE NOTED ON THE PLANS. • _ " I, "" ' " 1 : ^ '' "S DEMOLITION, EXCAVATION, CARTING, REFUSE AND THE LEGAL DISPOSAL OF PERMITTED. WEATHER-STRIPPING AND ALL MANUFACTURER ACCESSORIES, ETC. FOR ----. SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL OF ALL G. MOMENT CONNECTIONS SHALL BE DESIGNED FOR THE FULL MOMENT R. ALL NEW OUTLETS AND SWITCHES THROUGHOUT SHALL BE LEVITON A COMPLETE INSTALLATION. '"" CAPACITY OF THE BEAM UNLESS OTHERWISE NOTED ON THE DRAWINGS. 2. IF CUTTING OF A FILOOR J015T MORE THAN 2" I5 FOUNDWITH -- - DEBRIS FROM THE SITE. NECESSARY, A HEADER THE FULL DEPTH OF THE BEAM SHALL BE WITH S NGLE COVER PILATE CO R OBE SELECTEDES AS REQUIRECI D. GENERAL CONTRACTOR SHALL CONFIRM IN THE FIELD ALL ROUGH 8. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE H. ALL STEEL SHALL RECEIVE A SHOP COAT OF APPROVED FAINT EXCEPT CUT IN TO SUPPORT THE END OF THE JOISTS. OPENINGS BEFORE PLACING ORDERS FOR MATERIAL OR GLAZING. FIELD 5U Rf ACES BE MEASURE AND CONTACT ARCHITECT IF ANY D15CTHERRIEPANCY OCCURS. ALL ��., '�1 � �►IvI` O SOIBGONTRAG ORS OR CONTRACTOR, ALLHEOGUARANTEE OTHEIR PEF,ANY ORFORMANCE. SPRAY F REPOROOF NG DED, HIGH STRENGTH BOLTED, OR TO RECEIVE 3. WHERE PIPES MUST PASS THROUGH JOISTS, HOLES SHALL BE S. ELECTRICAL MATERIALS, COMPONENTS, DEVICES, FIXTURES, AND WINDOW SIZES AND FINAL ORDERING MUST BE BASED UPON FINAL EQUIPMENT SHALL BE LISTED FOR THE APPLICATION, SHALL BEAR TF APPROVED PLANS AND FIELD MEASUREMENTS. USE IS UNL1� UL DRILLED TO RECEIV/E THE PIPES. THE DIAMETER OF SUCH HOLES LABEL OF AN APPROVED AGENCY AND SHALL BE INSTALLED, AND USD, 9. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS I. ALL CONTACT SURFACES WITHIN HIGH STRENGTH BOLT CONNECTIONS SHALL NOT BE MOIRE THAN 112" GREATER THAN THE OUTSIDE r� ""�h.1 G F= "� PROJECT MADE BY OWNER, GENERAL CONTRACTOR OR ANY SUBCONTRACTOR AND WELDING AREAS SHALL BE FREE OF OIL, PAINT, LACQUER AND DIAMETER OF THE IPIPE. ALL DRILLING OF HOLES SHOULD BE OR BOTH, IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATI(N E. ALL APPLICABLE EXTERIOR AND CONCEALED WOOD PARTS ARE TO BE V V I T ` IO UT CERTI �CA E OR MATERIAL SUPPLIER UNLESS PROPERLY AUTHORIZED, IN WRITING, BY THE GALVANIZING. THROUGH THE NEUTRAL AXI5 OR CENTERLINE OF BEAM WHERE INSTRUCTIONS. (SECTION E3303) PRIMER PAINTED (ALL SIDES) BEFORE INSTALLATION. O1+(('�h' `](� I�+�/ ARCHITECT. POSSIBLE. T. THE CONTRACTOR SHALL PROVIDE RECEPTACLES 50 THAT NO POINT F. PROVIDE SEALANT AT ALL WINDOW FRAMES, ETC. AT EXTERIOR AND OCICUi /`UNC i J. ENDS OF BEAMS AND WEB5 SHALL BE REINFORCED WHERE CUTS OR ALONG THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN SIX FEET G') PROVIDE ALL FLASHING AS REQUIRED. '' - " 10. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL COPES REDUCE STRENGTH BELOW REQUIRED VALUES. 4. WHERE PRE-ENGINEERED JOISTS ARE UTILIZED FOLLOW MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. (SEE PIAN W W r ..� m . f. ,_ ,,, NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, MANUFACTURERS IKEQUIREMENTS. F`1 Ca SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS K. COLUMNS AND BEAMS SHALL BE REINFORCED AS REQUIRED IN ORDER FOR LOCATIONS) G. PROVIDE SCREENS FOR ALL OPERABLE UNITS. H IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL TO ACHIEVE THE FULL CAPACITY OF CONNECTING HANGARS, P05T5 AND Q. ALL FLITCH BEAMS, A5 UAY BE REQUIRED, SHALL BE MINIMUM U. SMOKE AND CARBON MONOXIDE ALARMS: H. CAULK AND INSULATE ALL GAPS AROUND FRAMES AT INTERIOR. ."" ::7.:,...:�................ TRUSS PI-ACARMING REQUIRED CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. MOMENT CONNECTIONS. DOUG FIR NO. 2 OR BETTER(Fb = 900 PSI) THRU-BOLTED WITH 3/4" -;� I-D/,,/�, THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE GENERAL CONTRACTORS DIAMETER GALVANIZED BOLTS (A-3G STEEL), NUTS AND I . ALL ALARM DEVICES SHALL BE INTERCONNECTED SUCH THAT THE C ' � I. ALL GLAZING I -G OR LESS A.F.F. OR AS OTHERWISE NOTED SHALL BE FRES G 'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE L. ALL PIPE AND/OR LALLY COLUMNS TO BE SECURELY BOLTED, LEVELED WASHERS, 2 AT EACH EMD WITH REMAINDER 2-0 O.C. STAGGERED ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS AS PER INSULATED SAFETY GLASS. 9 ' >� %: Rid �.� CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVEP,OR WITH STEEL SHIMS AND PACKED TIGHT WITH NON-SHRINK GROUT. CODE SECTION R3 13. ` ` , ,, �" CHARGE OF ACTS OR OMISSIONS OF THE GENERAL CONTRACTOR, R. ALL PLYWOOD SHEATHING SHALL BE EXTERIOR GRADE C-D EXTERIOR, I s�'� �? PLilivOzzil G!=13TIFICATION 25. DOORS: �'.''^" G-> ,t �j; (��LF SUBCONTRACTORS OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER M. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UP. TYPE I EXPOSURE. APA;STRUCTURAL (GRADE STAMPED) UNLESS 2. ALL ALARMS SHALL BE LISTED INSTALLED IN ACCORDANCE W/ � F. mask[.0 ,� .1 - D CONTENT BEFORE PERSONS PERFORMING PORTIONS OF THE WORK. OTHERWISE INDICATED. IEXPO5ED PLYWOOD SOFFITS SHALL BE A-C THE HOUSEHOLD FIRE WARNING PROVISION OF NFPA72. A. UNDERCUT ALL DOORS AS REQUIRED TO ALLOW FOR NEW FLOOR f' 1 _ PERT If7ICA TE OF OCCUPANCY N. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY GUYING AND GRADE EXTERIOR, TYPE I . FINISHES, SADDLES, RETURN AIR, ETC. \ I ✓ `-�"1' -� 0 I 1 . THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING, BRACING REQUIRED TO ERECT AND HOLD THE STEEL FRAME IN 3. CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH �� 2954 �Q� 0JL DER USED IN WATER 5H EETPILING, SHORING, DE-WATERING, ETC., AND THE PROTECTION AND ALIGNMENT AND COLUMNS PLUMB, UNTIL WALLS ARE IN PLACE. DWELLING UNIT ON EACH STORY CONTAINING A SLEEPING AREA, B. GENERAL CONTRACTOR IS TO CONFIRM ALL DOOR AND RO SIZES �F fVEV�J SUPPL.)°SYSTEM CANNOT SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT ARE 15. MASONRY: TO REMAIN. PROVIDE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND O. BEARING ENDS TO COLUMNS SHALL BE MILLED TO COMPLETE TRUE AND WITHIN 15 OF EACH SLEEPING AREA. MORE THAN ONE SHALI BEFORE ORDERING ANY MATERIAL. CONTACT ARCHIITECT IF ANY .................... . EXCEED 2110 OF 1/LEAD, BE PROVIDED TO A55URE THAT NO SLEEPING AREA ON A STORY I DISCREPANCY OCCURS. MORE THAN 1 5' AWAY FROM A CM DET. CARBON MONOXIDE V o PROJECT CONDITIONS. BEARING. ALL HOLLOW CONCRETE(MASONRY UNITS SHALL MEET ASTM SPECIFICATIONS C-90, GRADE N, TYPE I WITH A MINIMUM ULTIMATE ALARMS SHALL AL50 BE PLACED ON ANY STORY OF A DWELLING C. PROVIDE EXTENSION JAMB5 AS MAY BE REQUIRED. Q) K -U . 12. FOUNDATIONS/ CONCRETE: P. PROVIDE HOLES AS REQUIRED TO RECEIVE MISCELLANEOUS DETAILS AS COMPRESSIVE PRISM 57RENGTH (FM) OF 1350 PSI. USE ONLY UNIT THAT CONTAINS A CARBON MONOXIDE SOURCE. 4-iU __ PLUMBING REQUIRED. GENERAL CONTRACTOR TO COORDINATE WITH ALL TRADES. NORMAL WEIGHT UNITS. "..q v ,- N o D. PROVIDE FLOOR OR WALL STOPS FOR ALL DOORS (TO BE SELECTED BY lc� .r. z ALL PLUI"BINIG WASTE A. THE EXCAVATION FOR ALL FOOTINGS SHALL HAVE LEVEL, SOLID AND 4. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OWNER). U � F:WATER LI,',,S i;L :) UNDISTURBED BOTTOMS. ALL FOOTINGS SHALL BEAR ON VIRGIN, Q. STEEL GIRDERS TO HAVE 1/2" BOLT HOLES @ 4'-O" O.C. , PRE-DRILLED B. ALL MORTAR SHALL MEET-ASTM SPECIFICATIONS FOR TYFE '5' MORTAR OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE q 9 U TESTING B7-c-1E COVER;''i i UNDISTURBED SOIL, MINIMUM DEPTHS AS PER DRAWINGS. ALL SOII IN TOP FLANGES. ALL STEEL CONNECTIONS, SUPPORTS, ETC. TO BE WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI. VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY t°A o `fl E. PROVIDE ALL REQUIRED BLOCKING, FLASHING ETC. FOR A COMPLETE , - n U BEARING CAPACITY ASSUMED AS ONE TON (OR 2,000 Ib5)/S.F. PER 51ZED BY STEEL FABRICATOR IN ACCORDANCE WITH APPROVED OF THE DWELLING, INCLUDING BASEMENTS t- ATTACHED GARAGE° INSTALLATION. � g TABLE R40 I .4. 1 (SOIL CLA551FICATION 5W, 5P, SM, SC. GM t GC). C". STANDARDS. STEEL TO BE SHOP FABRICATED FROM APPROVED SHOP C. ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 BUT NOT INCLUDING CRAWL5PACE5 AND UNINHABITABLE ATTICS: W SHALL VERIFY IN FIELD PRIOR TO SETTING FOOTING FORMS. I DRAWINGS. STEEL GIRDERS TO BE SHIMMED WITH STEEL PLATES ONLY, PSI. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER 2G. PROVIDE AND INSTALL 5/8" GYPSUM BOARD TYPE 'X' OR APPROVED EQUAL"FIRE - FABRICATOR TO PROVIDE STEEL SHIMS. SEE FLOOR PLAN FOR STEEL THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE CODE" GYPSUM BOARD (MINIMUM 3/4 HOUR RATED) AT GARAGE AND OVER � a B. ALL CONCRETE SHALL BE 4000 P.S.I. MINIMUM. SIZES. D. CONTRACTOR SHALL USE LOW LIFT METHOD OF MASONRY ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY BOILER ROOM EQUIPMENT AND WALLS ADJACENT TO HABIITABLE SPACE AS 'NN"� ' CONSTRUCTION. AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS REQUIRED BY STATE AND LOCAL BUILDING CODES. P4 '. C. MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE ONE 14. MIN WITH ALL INTERVENING DOORS CLOSED, ONE CENTRALIZED ALARP',1 O 11 VERTICAL TO TWO HORIZONTAL (STEP FOOTINGS). 11 I A. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB, LEVEL AND E BOND, UNLE55 OTHEETE ORIMSE NOTED NF'y'5MALL BE CONSTRUCTED USING RUNNING HORN FOR ALL SMOKE DETECTORS IS PROHIBITED. 27. PROVIDE AND INSTALL 5/8" GYPSUM BOARD (MINIMUM), (TYPE "X" AS NOTED), '� D. FOOTING ELEVATIONS SHOWN ON FOUNDATION PLAN ARE BASED Oh TRUE, WELL SPIKED, BRACED AND ANCHORED TOGETHER TO FORM A 18. PLUMBING NOTES: TYPICAL ALL WALLS AND CEILINGS, UNLESS OTHERWISE NOTED. ALL GYPSUM " Q) ",, s.`,° BOARD SHALL BE TAPED AND SPACKLED (3 COATS). �•4 P .•. AND CONSTITUTE THE BEST AVAILABLE INFORMATION. IT MAY bF- RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKING F. CELLS CONTAINING VERTICAL REINFORCING SHALL BE FULLY GROUTED. ; :'£ NECESSARY TO LOWER FOOTINGS DUE TO FIELD CONDITIONS IN THROUGHOUT. UNLESS NOTED OTHERWISE ON THE PLAN, ALL FRAMING A. ENTIRE PLUMBING INSTALLATION SHALL CONFORM TO STATE AND " ;;, (,I, ,,. C+o'�'• 28. THE GENERAL CONTRACTOR IS TO PROVIDE AND ALLOW FOR NEW FLOOR I !* tl'� ORDER TO REACH ADEQUATE BEARING MATERIAL. FOOTINGS SHALL MEMBERS TO BE I G O.C. TYP. U.O.N. G. MASONRY CHIMNEY FLUE: LININGS SHALL BE OF TERRA COTTA, LOCAL BUILDING CODES AND ALL AGENCIES HAVING JURISDICTION. ,,<,.. ,,R� FINISHES THROUGHOUT. x• �' ,',`." . ", NOT BE CONSTRUCTED UNTIL SOIL, PREPARED FOR BEARING, HAS EXTENDING FULL HEIGHTTHROUGH THE CHIMNEY CAP (PER SECTION T' ,�': n, BEEN REVIEWED AND APPROVED BY THE LOCAL AUTHORITY. B. ALL WOOD FRAMING SHALL BE CONSTRUCTED AND INSTALLED AS PER K 1003. 1 1 , 1003. 1 1 . 1-II 003. 1 I .G, $ 1003. 1 2) B. SUPPLY AND INSTALL SHUT-OFF VALVES, ON HOT AND COLD WATER 29. ALL EXTERIOR WOOD TRIM, SIDING, ETC. SHALL BE FACE, EDGE AND BACK Q -. iti%' "NATIONAL DESIGN STANDARDS FOR WOOD GONSTRUGTION", LATEST ...........a..,o............ LINES AT EACH PLUMBING FIXTURE, w 0 PRIMED (ALL FOUR EDGES) PRIOR TO INSTALLATION AS PER SPECIFICATIONS o F m w o z ' ;. E. NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WADS, EDITION. H. ALL FIREBOXES SHALL B[ LINED WITH FIRE BRICKS AS PER SECTION p , w w, ,x C �" AND REQUIREMENTS OF THE BENJAMIN MOORE PAINT CO (OR EQUAL). �,� sr'' BUTTRESSES, OR FOOTINGS UNLE55 SPECIFICALLY SHOWN. R I QO I .5 * R 100 I .G. A5TM C27 OR C 12G I * C 199 FOR MORTAR. C. HOT AND COLD WATER PIPING ABOVE GROUND SHALL BE TYPE 'L' �a 3 a v 3 W°¢ 3 0 2 a G. ALL STRUCTURAL WOOD FRAMING, UNLESS OTHERWISE NOTED, SHALL . �c-F' z p o c ¢z¢3 COPPER AND TYFE K COPPER BELOW GROUND. 30. GLAZING IN DOORS, SHOWER DOORS, * ENCLOSURES, ADJOINING DOORS * : E°z �o C"')¢ 14 a�W r : F. WHERE SLAB ON GRADE 15 SUPPORTED ON BACKFILL, THE FILL SHALL BE BE MINIMUM DOUG FIR NO. 2 OR BETTER WITH BASE DESIGN MINIMUM I. PROVIDE COMBUSTION AIR VENTS AS PER ENERGY CONSERVATION <x w u BATH TUB DOORS $ ENCLOSURES, SHALL BE SO SIZED CONSTRUCTED, z W W >,-M M a z H z z COMPACTED IN LAYERS NOT EXCEEDING 8" TO AT LEAST 95°Io OF THE f 900 PSI; Fv = 180 P51; Fc (PERP) = 625 PSI; E = I ,600,000 PSI CONSTRUCTION GODS Off NEW YORK STATE. D. ALL HOT AND COLD WATER PIPING SHALL BE WRAPPED Wl i'H 3/4" z¢x v w e,o o U.z : MAXIMUM DRY DENSITY PER ASTM D-1557. FILL MATERIAL SHALL BE FIBERGLASS PIPE INSULATION AND PRE-FORMED FIBERGLASS FOR TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY : W a U x Q x o" z¢n 2 : LIMITED TO WELL GRADED SAND OR SAND AND GRAVEL MIXTURE WITH D. ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW 16. CONCRETE SLABS: THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE GLAZING 15 Q z Q m H w w r FITTINGS. CRACKED OR BROKEN. TEMP./SAFETY GLASS AT ALL WINDOWS AND DOORS AS z ° °z z "z z°¢ LE55 THAN I 0 TO 15% FINES PASSING THE NO. 200 51EVE AND A UNLE55 OTHERWISE APPROVED BY THE ARCHITECT. ALL LUMBER SHALL PER SECTION 8308 GLAZING. : a¢�'] o F z o x o]o MAXIMUM GRAVEL 51ZE OF 3/4". BE FREE FROM KNOTS, SHAKES, ROT, FUNGUS, OR OTHER DEFECTS. A. ALL SLABS SHALL BE FIN'SHED AS NOTED ON DRAWINGS AND/OR E. SOIL, WASTE, AND VENT PIPING ABOVE GROUND SHALL BE GALVPD W v�w �w z t 3 0 5 z F.H US 5: �ZWpO¢� �� ¢ SPECIFICATIONS. STEEL PIPE UP TO 3". PIPE 4" AND OVER SHALL BE SERVICE WEIG 3 I . ALL (6") GUTTERS AND LEADERS TO BE SEAMLESS ALUMINUM WITH BAKED .¢c� u�w¢.W F W",o G. CONCRETE SLABS ON GRADE SHALL BE POURED OVER 6 MIL THICK E. ALL NEW ROOF JOISTS, HEADERS AND TRIMMERS AND OTHER CAST IRON. ENAMEL FINISH, TYPICAL UNLESS OTHERWISE NOTED. .....I............I....I.... Q�"' CLEAR POLYETHYLENE FILM VAPOR BARRIER OF TYPE RECOMMENDED HORIZONTAL WOOD MEMBERS SHALL BE SET WITH THE CROWN EDGE B. PROVIDE RECESSES AS I\EQUIRED FOR FLOOR FINISHES, SADDLES, ETC. FPIPING SHALL BE CONCEALED BELOW FLOORSABOVE FINISHED H r FOR BELOW GRADE APPLICATION. UPWARD. . , 32. ALL CLOSETS TO RECEIVE 3/4" MELAMINE SHELVES (2 MIN.) AND CHROME C. CONSTRUCTION ISOLATION JOINTS IN SLABS-ON-GRADE AT POINTS OF CEILINGS AND BEHIND FINISHED WALLS. H. SPREAD FOOTINGS SHALL BE LOCATED SUCH THAT WALLS, COLUM115, F. ALL WOOD BEAMS SHALL HAVE A MINIMUM BEARING OF 4". CONTACT BETWEEN 5LA55-ON-GRADE AND VERTICAL SURFACES, SUCH PLATED STEEL HANGRODS AT EACH CLOSET EXCEPT LINEN CLOSETS. LINEN Q CLOSETS TO RECEIVE (5) 3/4" MELAMINE SHELVES. �: PIERS, FOUNDATION WALLS, ETC. ARE CENTERED OVER FOOTINGS IN AS COLUMN PEDESTALS, FOUNDATION WALLS, GRADE BEAMS, AND G. PROVIDE CLEANOUT5 AS REQUIRED. ALL CLEANOUT5 SHALL BE M BOTH DIRECTIONS UNLE55 OTHERWISE NOTED ON THE PLAN. G. DOUBLE ALL FRAMING AROUND ALL OPENINGS AND BELOW ALL PARALLEL OTHER LOCATIONS AS INIDICATED. ACCESSIBLE. 33. G.C. TO PROVIDE SHOP DRAWINGS OF ALL STAIR CASES FOR REVIEW PRIOR TO WALL PARTITIONS AND TUB AREAS. FABRICATION BY THE MANUFACTURER. I. STANDARD PROCEDURES OF FROST PROTECTION FOR FOOTINGS AND D. CONSTRUCTION CONTRACTION (CONTROL) JOINTS IN SLABS-ON-GRADE H. PLUMBER SHALL SUPPLY AND INSTALL ALL PLUMBING FIXTURES AS FOOTING EXCAVATIONS SHALL BE USED FOR WINTER CONSTRUCTION. H. INSTALL 5/8" DIAMETER(I 8" LONG) ANCHOR BOLTS (HOOKED ENDS) AT TO FORM PANELS. UNLE55 OTHERWISE SHOWN ON DRAWINGS, INDICATED ON PLANS AND SCHEDULE, OR APPROVED EQUAL. BACKFILLING OF FOOTING EXCAVATIONS SHALL BE DONE AS SOON AS SILL PLATES WITH WASHER AND NUTS SPACED 30 OC; ONE FOOT FROM PROVIDE JOINTS NOT EXCEEDING 15' IN EITHER DIRECTION AND LOCATED F055113LE TO PROTECT FOOTINGS FROM FROST ACTION. EACH CORNER(MINIMUM TWO BOLTS IN ANY ONE SILL). TO CONFORM TO BAY SPACING WHEREVER POSSIBLE (AT COLUMN J. PLUMBER SHALL DO ALL NECESSARY EXCAVATING, BACKFILLING, CENTERLINES, HALF BAYS, THIRD BAYS). CUTTING, AND PATCHING REQUIRED TO COMPLETE THI5 IN5TALLAT J. SLAB ON GRADE, UNLE55 OTHERWISE NOTED, SHALL BE 4" THICK, I. ALL STRUCTURAL WOOD TO BE KEPT 2" BACK FROM CHIMNEYS PER REINFORCED WITH ONE LAYER OF GxG W2.9x2.9 WELDED WIRE FABRIC SECTION R 100 1 . I I � FIG. R 1001 . 1 2. E. TO FORM CONTRACTION (CONTROL) JOINTS, USE SAW CUTS 1/8" WIDE K. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CONFORMING TO ASTM A-185. BY 1/4 OF SLAB DEPTH (DR INSERTS 1/4" WIDE BY 1/4 OF SLAB DEPTH PERMITS, PAYING ALL FEES, AND HAVING WORK SIGNED OFF BY AL J. PROVIDE ALL LINTELS OR HEADERS NOT INDICATED ON DRAWINGS OVER UNLE55 OTHERWISE INDICATED. AGENCIES HAVING JURISDICTION. K. WELDED WIRE FABRIC FOR CONCRETE SLABS ON GRADE SHALL BE ALL OPENINGS. HEADERS ARE TO BE EQUAL TO FULL WIDTH OF PLACED 2" BELOW TOP OF SLAB. LAP SPLICE OVERLAP LENGTH TO 13E8" FRAMING - MIN. (2) 2"x 8" AT INTERIOR (NON-BEARING) WALLS AND (3) F. LOCATION OF ALL JOINTS IN CONCRETE TO BE COORDINATED BY L. PLUMBING CONTRACTOR SHALL PROVIDE FOR ALL CONTROLLED AND SHALL BE MEASURED BETWEEN THE OUTERMOST CROSS WIRES DF 2"x 1 2" AT 2"x6" EXTERIOR WALLS OR INTERIOR BEARING WALLS GENERAL CONTRACTOR WITH JOINTS IN FLOOR AND WALL FINISHES AND INSPECTIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. PRC EACH FABRIC SHEET. SHALL BE REVIEWED WITH AND APPROVED BY THE ARCHITECT PRIOR TO CERTIFICATION BY LICENSED PROFESSIONAL ENGINEER, CERTIFYING K. J015T HANGERS, HOLD DOWN CLIPS, ETC. SHALL BE SIMPSON POURING OF SLABS. CONFORMITY AND COMPLETENESS OF ENTIRE PLUMBING AND GAS THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE L. WHERE THE WALLS ARE POURED TO GRADE, AND DAMPROOFED, THE STRONG-TIE CO., INC., OR APPROVED EQUAL (SECURED WITH ANNULAR SYSTEMS AND SPRINKLER. CONTRACTOR SHALL BACKFILL AGAINST THEM WITH GLEAN EARTH. NAILS, ETC. AS PER MANUFACTURERS SPECIFICATIONS) FOR ALL FLUSH 17. ELECTRICAL NOTES: WITH THE WOOD FRAME CONSTRUCTION MANUAL (ANSI/APPA WFCM-20 i 5) CARE SHALL BE TAKEN TO BRACE WALLS AS REQUIRED TO PREVENT STRUCTURAL CONNECTIONS. PROVIDE SADDLE-TYPE, HEAVY DUTY ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE NEC, LATEST 19. MECHANICAL: _ CAVE-INS. BACKFILL TO BE FREE OF WOOD, TRASH, ETC. BEAM HANGERS AS REQUIRED. ALL EXTERIOR CONNECTORS, EDITION AND THE NEW YORK STATE ELECTRICAL CODE. DESIGN CRITERIA FASTENERS, ETC. SHALL BE STAINLESS STEEL. PROVIDE WELDED STEEL THE DE51GN AND INSTALLATION OF THE MECHANICAL SYSTEM, MAINTENAI t : : :: : : : M. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW CONNECTIONS FOR ALL FRAMING HANGERS, ETC. AT STEEL BEAMS, A. CONTRACTOR TO PROVIDE FOR ALL ELECTRICAL CONNECTIONS, ALTERATION, AND TEST REQUIREMENTS, SHALL COMPLY WITH CHAPTERS GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE STITELD AIR p� GRADE (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH "CARLISLE" COLUMNS, ETC. LIGHTING AND POWER CIRCUITS, BREAKERS, ETC. AND RELATED WORK THROUGH 24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. SNOW DESIGN O: Speed DESIGN UNDER- FLOOD FREEZING JL: CCW MIRA-DRI 860/86 1 SELF-ADHERING SHEET-APPLIED FOR ALL EQUIPMENT PERTAINING TO WORK. LOAD (mph) CATEGORY weathering Frost line Termite Decay TEMP. LAYMENT HAZARDS INDEX WATERPROOFING SYSTEM W/ CCW MIRADRAIN 6200 PANELS - L. PROVIDE AND INSTALL ALL FIRE STOPPING, GATS, BLOCKING, ETC. AT 20. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERS depth REQUIRED INSTALLATION IN ACCORDANCE W/ MANUFACTURERS SPECIFICATIONS � EXTERIOR WALLS AND BEARING WALLS AND AS REQUIRED BY CODE B. ALL UNITS SHALL BE THROUGH-WIRED. WITH ONE LAYER OF 30# MIN. WATERPROOF BUILDING PAPER(OR AFPROV w REQUIREMENTS. AND/OR JOB CONDITIONS. EQUAL). 140 "C" ISEVERE 36" MODERATE SLIGTITTO 110 REQUIRED SITE 20 ]b. C. PROVIDE ALL UNITS FULLY EQUIPPED WITH BRACKETS, HANGERS, CLIPS, mph I TO HEAVY SPECIFIC 452 MODERATE (AS PER N. 5/8" DIAMETER FOUND. ANCHOR BOLTS EMBEDDED 7" INTO CONC. M. ALL NEW WINDOW AND DOOR OPENINGS SHALL HAVE STUDS TRIPLED ON ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. 2 1 , FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT - FEMA) DESIGNED BY: WR FOUND. W/ (LBI-5 5/8) 51MP50N STRONG TIE BEARING PLATES AT 36" JAMBS. THE INNER TWO STUDS SHALL BE CUT TO RECEIVE THE LINTEL OPENINGS (BOTH VERTICAL �- HORIZONTAL) AND TO FORM AN EFFECTIVE F Exposure Category : Exposure B DRAWN BY: WR O.C. A MIN. OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN G TO I' OR HEADER OVER THE OPENING AND SHALL EXTEND IN ONE PIECE FROM D. THI5 DRAWINGS SHOWS LIGHTING DIAGRAMMATICALLY ONLY; DO NOT BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF NCHE5 OF EACH END OF BOTTOM PLATE AND WITHIN 12" OF ALL LINTEL OR HEADER TO BEARING BELOW. THE OUTER STUD SHALL RUN IN SCALE FOR LOCATION. IN ACCORDANCE WITH CODE SECTION RGO2.8 AS FOLLOWS: CHECKED BY: WR CORNERS. (PER WFCM 3.2. 1 .7-200 I EDITION) . ONE PIECE FROM SILL TO TOP PLATES. Wind-Borne Debris region : within 1 mile from the coast MDATE: 10-28-16 E. ALL APPLICABLE LIGHTS SHALL BE TYPE IC AS REQUIRED FOR DIRECT A. CONCEALED SPACES OF STUD WALLS, PARTITIONS $ FURRED SPACE; w O. ALL FOUNDATION WALL FOOTINGS SHALL BE POURED CONCRETE: 2'-0" CONTACT WITH INSULATION MATERIALS AND DAMP LOCATION AS (HORIZONTAL FURRED SPACES AT I O'-O" O.C. MAX.) AT THE CEILING H JOB NUMBER „ DESIGN LOADS (8301.2.2.4&8301.4) W x 1 2 D @ 1 2 FOUND. WALL, I -8 W x I 0 D, @ I O FOUND. WALL REQUIRED. FLOOR LEVELS. FULL THICK FIBERGLASS BATTS ARE PERMITTED AS f O I '-4" W x 8" D, @ 8" FOUND. WALL AND REST ON UNDISTURBED SOIL. BLOCKING IN WALLS CONSTRUCTED OF PARALLEL ROWS OF STUDS (I ROOF CEILING CEILING FLOOR � 16101 F. CONTRACTOR SHALL CONFIRM ALL FIXTURES' CLEARANCES BEFORE I G" HIGH) (no atticstor.) (atticstor.) (s;Ieep's.rm.) (alLOOR l other) P. ALL REINFORCING, AS REQUIRED, SHALL BE MINIMUM GRADE GO ORDERING ANY FIXTURES. LIVE LOAD as(psf) 10 � CONFORMING TO ASTM A-G 1 5. B. ALL INTER-CONNECTIONS BETWEEN VERTICAL AND HORIZONTAL 5PAC (psf) 20(psf) 30(psf) 40(psf) ,!// SHEET NUMBER G. PROVIDE SUFFICIENT WIRING AT FLOATING OUTLETS AND SWITCHES FOR SUCH AS BUT NOT LIMITED TO SOFFITS, DROP CEILINGS, COVE DEAD LOAD 15(psf) 15(psf) 15 F� Q. PROVIDE EXPANSION, CONTROL AND CONSTRUCTION JOINTS AS FUTURE PLACEMENT. LOCATIONS TO BE DETERMINED IN THE FIELD. CEILINGS, SPLIT LEVEL FLOORS, ETC.. (psf) lo(psf) 10(psf) 7GNIw TOTAL LOAD 60(psf) 25(psf) T 35(psf) 40(psf) 50(psf) REQUIRED BY APPLICABLE SECTIONS OF AGI 301-54. w C In 0 ® ® 0 ® ® ® ® ® ® ® ® ® ® (� . WILFREDO RIVERA, ARCHITECT 2016 MAXIMUM ALLOWABLE BUILDING HEIGHT: 55'-0" RIDGE WITH CONTINUOUS VENT NOTE PROVIDE "GRACE" ICE AND WATER SHIELD AT ALL ROOF EDGES, RIDGES, a HIPS, VALLEYS, EAVES, ETC. IN 15" MIN. WIDTHS AS PER MANUFACTURERS Rc IOF E REA15, SPECIFICATIONS. (TYP) and TO A POINT, AT ALL EAVE EDGES, AT LEAST 24" NOTE INSIDE THE EXTERIOR HALL LINE OF THE 0 PROVIDE METAL TIES AT ALL RAFTER BUILDING AS PER RESIDENTIAL CODE OF BEARING LOCATIONS PER R&02.11. A NY STATE (SECT. R0105.2.77.1) CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT THE UPLIFT 0 FORGES FROM THE ROOF TO THE TYP. ROOF CONSTRUCTION 0 rmmq "C5 FOUNDATION. (TYP) (SEE WINDUP-LIFT 0 DETAILS) —ILI F_—jL_T1_711F7711 11__JL�Lll 0000 0 TOP PLATE AT Aj0kN 5T2= TOP PLATE AT lAIAN 5-M! AWN-5=- � SECONDFLOORI .T__ _F _Sff05N_5 FLOOR C:) 5/4"x FASCIA BD - TYP. m 14 a U ALUMINUM CAY17TER5 AND TYPICAL POOR WINDOW TRIM- 0 LEADERS 5/4 x5 HEAD TRIM 5/4 x 6 CASING U 4X4 CORNER POST ul "CABLE RAIL" !eL SCREENED VENT - TYP. ILL _JLIL L IX4 CEDAR T46 SOFFIT _2x SILL 5/4X& APRON by 4X4 CORNER POST K/ RAILINC, SYSTEM V_ "CABLE RAIL" L_ ]EI IT RAILING SYSTEM SECOND FLOOR SECOND FLOOR 5/4"x8' FASCIA BOARD II II LLLLJ IL II all - 5/4"X8' FASCIA 5/4"x1:2" SKIRT BOARD %J LL BOARD F ]F A L_ [-L J _j TYPICAL EXTERIOR a HALL CONSTRUCTION Ll JL; E] . ..... /IP EDGE - bxb P.T. POST WRAPPED BLIND FLAEPHIN67 IN 5/4 TRIM TYPICAL K/ DRIP TIF TT= TYP. BOARD - TYP. 7 T.O. FIRST FLOOR T.O. FIRST FLOOR SUBFLOOR 1�4 1_1 7 T 1-1-1 -1 1 1 T SUBFLOOR Alf\ ELEVATION 0'-0" ------------ 4 SLOPE 6ROUND AROUND FOUNDATION COPPER RAIN CHAIN ...................... ...... AS PER (R401.5) THE &RAM ADJOINING PRECAST STONE VENEER. TO RAIN BARREL ALL FOUNDATION WALLS SHALL BE BASE H/ SLOPED WATER U 00 17� 1? SLOPED AT A MINIMUM OF SIX INCHES TABLE U 4"0 (6) HITHIN THE FIRST TEN FOOT 001-019 -i-, - DISTANCE FROM THE WALL.— POURED CONCRETE lc� �� FOUNDATION HALL ON POURED U �: �i,1,6, U CONCRETE FOOTING - PROVIDE POURED CONCRETE STEP=W 5 -'t DAMP PROOFINC, TYP. FOUNDATION HALL 4 FOOTING 0 50 U) T.O. SLAB -E DEGREES MAX SLOPE AS PER ELEVATION (R405.15 SLOPE) U') Q) BOTTOM OF FTG. MAY BE SLOPED AT MAX. 1'-O" V 70 FRONT ELLVATION 10'-0" H SLOPE. 11 Poll 50ALE: 8p a8 Ix4 TRIM F. ....... .. ........... .... . . ....... ..... 7YPICAL ROOF CONSTRUCTION: 4 STANDING SEAM METAL ROOF Ro, &RACE ICE 4 HATER SHIELD 6" DIAMETER 4 > 5/4 VANTECH" EXTERIOR GRADE PLYWOOD SHEATHING z U E 0 u op ROOF RAFTERS (SEE PLAN) U 0 Z =uw R-58 CATHEDRAL BATT INSULATION CEILING JOISTS (SEE PLAN) Z) REFLECTIVE WHITE REFLECTIVE RED am, vmv Ix4 TRIM OVER IxIO RAKE PANTONEV111118 7 1/2" GYPSUM BOARD 0:E�i- -4q BATT INSULATION BOARD - TYP. U C) -t� ,..r„r \\� ��:>,� ............. ....................... ..... ...... NOTE. TOP PLATE AT TOP PLI ATE AT t-: �,�06N_D FLOOR PROVIDE ICE 4 WATER SHIELD AT ALL ROOF EDCC-S, RIVISES, HIPS, 5ECOND FLOOR A VALLEYS, EAVES, ETC. IN 15” MIN. WIDTHS AS PER MANUFA0.77URERS, SPECIFICATIONS AND AS PER RESZOM Or- NY STATE SECTION "N 4 o, ai L N HE ffi WOU �j 'RA ILL 7YFIOAL NALL CONSTRUOTION: N\vl IX5 VERTICAL CEDAR SIDING IT T— A A ALUMINUM f5UTT0;Z5 AND va q _11-1- -J . 15# BUILDING FELT LEADERS Edi 15[J I I I Z,�J 11 1 1 1 111 _1J 5/a" ADV NTE EXTERIOR ISRAOE PLYWOOD SHEATHINO 4X4 CORNER POST K/ 2"x 6" WOOD STUDS ++ _777— "CABLE RAIL" R-21 BATT INSULATION RAILING SYSTEM 112" 5/5" GYPSUM BOARD r STROKE The construction type SECOND FLOOR SECOND FLOOR designation shall b "VIP 661",isil","Ill",IIIV"or 7YFIGAL FLOOR CONSTRUCTION: to indicate the construction classification of the TT FIN FLOORINIS? structure under DESIGNATION FOR STRUCTURAL 5/4" "ADVANTECH" PLYWOOD SUBFLOORIN& section 602 of the BCNYS TYPICAL EXTERIOR COMPONENTS THAT ARE OF FASCIA HALL CONSTRUCTION FLOOR JOISTS (SEE PLAN) TRUSS TYPE CONSTRUCTION BOAF0 FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS ROOF FRAMING �LJJ LLI 'I 5/4"x&' CORNER WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM BUILDING ""FR19 FLOOR AND ROOF FRAMING BoAi;zD - TYP. WIND-BORNE DEBRIS MEETING THE REGUIRM-ENTS OF THE LAR.&E I I I STANDARDS AND CODES MISSILE TEST OF ASTM E 141C16 AND OF ASTM E Iclab REFERENCED THEREIN. (WIND ZONE 5) T.O.IFIRST FL60R IDENTIFICATION NOTICE: T.O. FIRST FLOOR SUBFLOOR ALTERNATE- HOOD STRUCTURAL PANELS/ SHUTTERS. -H — SUBFLOOR A ff ELEYATION O'�O" 44 DESIGNED BY: WR Oil f I PROVIDE WOOD STRUGTIJRAL PANELS HIT�f A MINIMUM THIGGNESS OFNotice of truss type, pre-engineered wood, or timber rzuE_VA_TfdN_—= o,- r W DRAWN BY: WR "1/16" AND MAXIMUM SPAN OF 6 FEET. PANELS SHALL BE PRECUT TO construction or timber construction identification COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. CHECKED BY: WR ATTACHMENTS AS PER TABLE BELOW: shall be affixed to the electric box, on the exterior DATE: 3.12.17 of the structure indicating that truss type, PRECAST STONE VENEER FASTENER SPACING pre-engineered wood, or timber construction has JOB NUMBER BASE W SLOPPED WATER TABLE FASTENER Panels an 4 foot 6 foot been used. 16101 TYPE <4 foot <panel span <panel span POURED CONCRETE <6-foot <8 foot C�? SHEET NUMBER R 1 C HT S 1 PE ELEVATION FOUNDATION HALL ON FOUIRtED __ 11 1qII AS PER TITLE 19, NYCRR PART 1265 SECTION 1265.4 CONCRETE FOOTING - PROVIDE WOOD Sapzk6 12 50ALE: If=[-loll DAMP PROOFING - TYP. -2 1/21, #& 611 1211 CONSTRUCTION CLASSIFICATION: v _Lj LLLI =P-v:P I HOOD SCREWS STRUCTURAL COMPONENT DESIGNATION: FR® ® e ® e ■ ■ ■ ■ ■ e e ■ e ■ m w A-1 WILFREDO RIVERA, ARCHITECT 2016 MAXIMUM ALLOWABLE BUILDING HEIGHT: 55'-0" RIDGE WITH CONTINUOUS VENT CHIMNEY SHALL EXTEND 5'-0" ABOVE THE HIGHEST POINT WHERE IT PA55E5 THROUGH ROOF AND AT LEAST-2'-O" NOTE : OF REA ABOVE ANY PORTION OF ROOF WITHIN v PROVIDE "&RAGE" ICE AND WATER HOR ODE SEGA T 6 242"1 DISTANCE OF 10'-O"- PER SHIELD AT ALL ROOF EDGES, RIDGES, HIPS, VALLEYS, EAVES, ETC. IN 16" MIN. 0 NOTE : WIDTHS AS PER MANUFAGTIJRERS PROVIDE METAL TIES AT ALL RAFTER BEARING `-' SPECIFICATIONS. (TYP) and TO A POINT, LOCATIONS PER R602.11. A CONTINUOUS LOAD O AT ALL EAVE EDOE5, AT LEA5T-24" PATH SHALL BE PROVIDED TO TRANSMIT THE • r� 'L5 Cn U INSIDE THE EXTERIOR WALL LINE OF THE iJPLIFT FORGES FROM THE ROOF TO THECI� O O BUILDING AS PER RESIDENTIAL CODE OF NY STATE (SECT. R905.2.71.1) _ - --I -��-- -=I_==II==-= -_IID_-_ FOUNDATION. (TYP) (SEE WIND UP-LIFT DETAILS) ^ 1:4 � ,.z� _ `V 5/4"x FASCIA BD TYP. '� 3 _ TOP PLATE AT TYP. ROOF CON57RUGTI ON SECOND FLOOR - - - - - - - - - - - - , - - - - - - - - - - TOP PLATE AT - - SECOND FLOOR . �� C) rs� 6 ALUMINUM CUTTERS AND � m u I,I TYPICAL �_- LEADERS_ILL 0 I D - l - 4 4x4 CORNER POST WALL GONSTRUGITION --.�'� _- DDS- _._ SII- ILILDD D L - '�J �' [ -j ._._ TIE: IX42G��EDAR T6 SOFFIT t� rs sr -- W/ SCREENED VENT - 4 N W/ GABLE RAIL -D DDJ_ D❑'_ D D TMP' ,: I -I-- 9 D D D D DD - 9 • v RAILING SYSTEM - ---- - - _ - - - - -- - - Ell: 4x4 CORNER POST - - - l j� "GABLE RAIL" IR 4LILLIN6IR _ D RAI L SYSTEM m SECOND FLOOR - L - - - - SECOND FLOOR _ - - - - - - - - �D DDI DD D li D - - - - - - ! 5/4"xb" FASCIA BOARD II IID I 5/4"xb" FASCIA BOARD " n 5 4x12 SKIRT BOA RP RD ! II I w DD DDI DD �� I I I Q D _ D ]DE — O D� DD Al- DDI- '-_ _ DD DD d ; D I -- DD' D _ DD '�D � BOARD CORNER ( � D� I i 1-�� D ]� � �L.- ` J I 6x6 P.T. POST WRAPPED]❑ -'- D�1 �❑ „� I I I I IN5/4 TRIM TYPICALt i� DDI I I ` ` nx;T.O. FIRST FLOOR _ j DF� II -�D .o T . FIRST F OOR . .. II L -� BF :4 sU LOOK � 11 SUBF OOR ELEVATION O-O = ... .� - O-O ON _ - 954 L ......... I(- �I I I SLOPE c'aROUND AROUND FOUNDATION PRECAST STONE VENEER N F AS PER (R401.3) THE CRAVE ADJOINING I BASE W/ SLOPED WATER ALL FODNDATION WALLS SHALL BE TABLE V o III III I I SLOPED AT A MINIMUM OF SIX INCHES - U II II (6 ) WITHIN THE FIRST TEN FOOT (10-0) ( POURED CONCRETE I 4 � a POURED CONCRETE STEPPED L�—J� DISTANCE FROM THE WALL. z Ell FOUNDATION WALL iE FOOTING ® 30 I I I I FOUNDATION FOO IN6 - PRROVIDE G L° v DECREES MAX SLOPE AS PER DAMP PROOFING - TYP. o (R405.1.5 SLOPE) I I I I I I T.O. SLAB 3 "' _ ELEVATION BOTTOM OF FTG. MAY BE �_ - �_ -� - - - - - - - - � SLOPED AT MAX. I'-O" V TO �— —� 10'-0" H SLOPE. — — — ,2 REAR ELEVATION a 6 p a 6 50ALFE: 75 12 12 '`~, a 4 i .4 P G ROOF GON5TRUGT I ON: o w o o . . . ..... .. STANDING SEAM METAL ROOF �f 6" DIAMETER �� ?C) jl GRACE ICE 4 WATER SHIELD '� W ¢z w Q o 4 30# BUILDING PAPER ; c z �P c z 3 4 TRIM OVER 10 RAKE 1: " W W Jaz xzz� I x VE Ix I A 3I 3/4 ADVANTEGH EXTERIOR w a F GRADE PLYWOOD SHEATHING \ BOARD - TYP. ROOF RAFTERS (SEE PLAN) \,,......u: \�;. z x u a w a F o w z j R-36 GA ..\��`' � ��\ ,,., THEDRAL BATT INSULATION CEILING JOISTS (SEE PLAN) REFLECTIVE RED w O REFLECTIVE WHITE Q A p m F w ¢ O z 6 Alf\ TOP PLATE AT PANTONE#187 '\\` O7ZO SECOND FLOOR - - - - - - S£G.OND FLOOR R-49 BATT INSULATION . 1/2 GYPSUM BOARD z ��? tea\\� ,,\�v< � .� wxu `'ax ��i✓O w. .......0. .w. .w�....... .. .... NOTE: PROVIDE ICE 4 WATER SHIELD AT ALL ROOF EDGES, RID ;'•L-L ° ' I , I I VALLEYS I. 6E5 HIPS, ` ;.a\\:\\3 ,� H _- , EAVES, ETC. IN 16 MIN. WIDTHS AS PER MANUFACTURERS ,\\ _D SPECIFICATIONS AND AS PER RES.GODE OF NY STATE SECTION 905.2"1.1 \: ALUMINUM GUTTERS AND - _ D TL 4 LEADERS € ;-� � ,\�� I : J ` D i D, J— DIS� - ■ V — - -- 4x4 CORNER POST >^v TY 'IGL 1�1>�LL G01�ST 'UGTIOI�. s� :� 1 ,.. . . , � GABLE RAIL m -- IXC VERTICAL CEDAR SIDING RAILING SYSTEM - �'-"- 15# BUILDING FELT 5/6 ADVANTEGH EXTERIOR GRADE PLYWOOD SHEATHING SECOND FLOOR _ - 5�OND FLOOR H 2" 6�� 3: - - x WDOD STUDS j R-21 BATT INSULATION - - - - - - - - 5/6" GYPSUM BOARD STROKE I I The construction type designation shall be i/IV70or t1V» TYPICAL EXTERIOR I I 7"rF I GAL FLOOR CONSTRUCT I ON: to indicate the construction WALL CONSTRUCTION classification of the +til FLOORING structure under DESIGNATION FOR STRUCTURAL 3/4� D " PL OD SUBFLOORIN6 section 602 of the BCNYS - I COMPONENTS THAT____D Tam► AT ARE OF - - _ F , L JOISTS ( PLAN TRUSS TYPE (CONSTRUCTION _ , =I lIF 19 I E I ' I' 5/4"x6" CORNER -4 „ ■ "F" FLOOR(FRAMING,INCLUDING111 ~ BARD - TYP. i GIRDERS AND BEAMS ��'' ccR�e ROOF FRAMING ---!-- W HAVE GLAZED OPENIN65 PROTECTED FROMBUILDING l I I I T.O. FIRST FLOOR ccFR" FLOOR AND ROOF FRAMING p� WI DEBRIS MEETING THE REQUIREMENTS OF THE LARGE iCl T.O. FIRST FLOOR I I I SU5FLOOR STANDARDS AND CODES _ � �� MISSILE TEST OF ASTM E 1996 AND OF _ ASTM E 1966 REFERENCED SUBFLOOR - - � ELEVATION O-O � ELEVATION = O'-O" ; _ , � , _ _ _- _j - �. -- _ - - - THEREIN. (WIND ZONE 3) IDENTIFICATION NOTICE : -� E: ID C -_ - - ALTERNATE- WOOD STIRLIOn RAL PANELS/ SHUTTERS. Notice of truss e pre-engineered wood, or timber W DESIGNED BY: WR L = J PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 'p p g 6x6 P.T. POST WRAPPED I I 1/16" AND MAXIMUM SPAN OF 5 FEET. PANELS SHALL BE PRECUT TO construction or timber construction identification DRAWN BY: WR IN 5/4 TRIM TYPICAL COVER THE &LAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. W CHECKED BY: WR ATTACHMENTS AS PER TABLE BELOW: shall be affixed to the electric box, on the exterior W of the structure indicating that truss type, Q DATE: 3.12.17 (f) JOB NUMBER FASTENER SPACING pre-engineered wood, or timber construction has FASTENER p 4 foot 6 foot been used. rw 16101 Panels an LEFT 51PE L �' T 101 T.O. SLAB TYPE <4 foot <panel span <panel span <6 foot <8 foot — — — — ELEVATION = -9'-5" -2 142" #6 16" 12" q„ AS PER TITLE 19,NYCRR PART 1265 SECTION 1265.4 SHEET NUMBER /"o SG�tI.. J411= I_IO u — WOOD SCREWS -2 1/2" 16" ib" I2" CONSTRUCTION CLASSIFICATION: V STRUCTURAL COMPONENT DESIGNATION: FR A-2 ® E ® ® WILFREDO RI'VERA, ARCHITECT 2016 60'-6' 6' 2' 50'=2" ?2'-4' lo IT'-1' 16-4' 6'-6' 61-4' FOR EMERGENCY ESCAPE AND B 6' G e' RE5CUE: PROVIDE NET CLEAR AREA OF 9 V 7 8 SO2UARE FEET WITH MINIMUM - - - - - - - - - - - - - - -- - - - -1 HORIZONTAL PROJECTION AND - - - - -- - - - - - - ! WIDTH OF 36 INCHES. PROVIDE O 1JNEXGA\IATED - - - - _ q LADDER 4 REMOVABLE &RATE. I I � - -- -- — — — - — — _ 4" POURED GONG. SLAB WITH � • �� ,� V 6 x 6, 10 / 10 WELDED WIRE MESHa� TYP. FOUNDATION WALL CONSTRUCTION 05 �+-, OVER COMPACTED �. L121 �. V 6. �: 2:°�" O AT GARAGE: O O 501E AS PER N.Y.S. GORE (8504.2.2). 10' 4'-6' 10' 6" POURED CONCRETE FOUNDATION '� PITCH SLAB 0 I/5"/FT. MIN ! h WALL ON 16" x 12" DEEP P.G. FOOTING AWAY FROM BUILDING, tt m -PROVIDE 42) #5 BARS AT TOP OF 211 — — — — — SEAT WALL 4 (3) #5 BARS AT BOTTOM OF SLAB �I FOOTING o — - -ICA-254"lE 1 m u TYP. FOUNDATION WALL O 1 — — — — — — — — — — — O CON5TRIJCTION: I - - - - _-'� - - - - - --- - - - - ---- - � - - - u a; 10" POURED CONCRETE 14" BCI 9051.0 FLOORell L� FOUNDATION WALL ON-20" x in JOISTS a 16" O.G. I — — — — D - • r-� �' 12" DEEP P.G. FOOTING. - F- 3 I/2 DIA. SGH 80 STEEL m PROVIDE (2) #5 BARS AT TOP4 F� - N Q PIPE COLUMNS ON POURED m OF WALL 4 (3) #5 BARS AT 1- 0 1 m O CONCRETE FOOTI N65 I I VNEXG,AVATED BOTTOM OF FOOTING - TYP. 1p (TYPICAL-UOW X -T- BASEMENT 4 POURED CONCRETE FLOOR Q 52"xIb" SASH WINDOW �I I{ 4" MIN. P.G. SLAB ON 6 MIL. X POURED CONCRETE FOOTINGS 1 I I SLAB W/ 6 X W- #IOX #10 W.W.M. - SEE FOOTING SCHEDULE OVER COMPACTED SOIL. PITCH POLYETHELENE VAPOR BARRIER I n h I &ALV. WINDOW WELL TO it 8'-O" GL6 HTSLAB SSLAB TO OVERHEAD DOORS d &RADE 1 6" (R-I9) BATTS IN FLOOR OVER 1 1 F III ALL EXPOSED HOT WATER PIPING I I I TOP OF 5 I AND/ OR HEATING DUCT5 TO BE LAB m H 6H POINT- AND/ AS PER N.Y.S. GODS I ! I ELEVATION FI T.O. SLAB ELEVATION= -�t'-3" L FI DOUBLE FLOOR JOISTS TOP OF SLAB ,6 SLOW POINT: Q O ' _F I ELEVATION = I I I Q Q O - SD 2" SLAB SEAT i' PARALLEL WALLS ABOVE AS SHALL BE IN ACCORDANCE O ��_ I I I r. I - ,�..p........... ........... DOUBLE JOISTS UNDER �. WOOD STAIRS AND RAILING Q i O WITH CODE 4 STAIR DETAIL, OR JO15T5 = O PER MANUF. SPEG'S- TYP. C M D O DOUBLE FLO SHEET DI -0 6' 'i'-4' 14'-6' 3'-6' 10'-0' 4'-I" 14'-1' 1 10' 10'-10' L ' 10'-10' NOTE: PROVIDE STAIRWA( 3 "X14" P5L FLUSH 4 I= ! LI&HTIN6 AS PER N.Y.S. FI SLOPE SLAB DN. Tti i I I CODE 8303.6 - _ �"' ' 3 "xl4" PSL F F_ I I 6" TO OR DOORS � I 14R DOUBLE T -- --1 -I-- I-- �T T - _ - - - - =Lo32 �oR Jo15T5 I:� ��ij `�i�-°'�•, � .. DOUBLE F I ¢t -Sti Q 4 FI --- -- - Ll POURED CONCRETE STEPPED . 1- -1 m •r _ _� - - FOUNDATION WALL 4 FOOTING )a 30 A - = i I DOUBLE J015T5 UNDER I DEGREES MAX SLOPE AS PER I I, I V 'i DOUBLE FLOOR JOISTS - - - - (R403.1.5 SLOPE) 7 Cli r " P o 1.1 -- -- - - - - - _ _ - PARALLEL WALLS ABOVE A5 I I -ITTP-q - - ( ': I u 5_&'x14" PS F m PER MANUF. SPEG'S 'TVP. - BOTTOM OF FTG. MAY BE ' v >� N bt 10" - - - - - - - - �- - -- _ _ - SLOPED AT MAX. 1'-0" V TO *�'' z - Q 3 "x14" P5L FLUSH 4 PROVIDE AND INSTALL I I I I I V 3 v - - N O IO-O H SLOPE. - f I - - LAYER OF 5/8" TYPE °X" — — — — — — — — I °�o � I 0 ( 3�"x�l I/4" PSL AT f m � � GYP BOARD ABOVE ALL _1 m 3 � m p ! HEATPRODUGIN6 � � � � - - - - - - - - _ - - - � �' STAIR PLATFORM — — — — — — — — — ABOVE 1 EQUIPMENT. PER RESP , � in CODE OF N.Y.S. N — x BEAM P00<ET HD i / - - - - - c� - - - -- --_- -- --- - - - - -- -- -_ _ _ - 1 HD p HD�; E _- _-� -- - - • PROVIDE FRESH AIR INTAKE FOR SLAB SEAT FURNACE COMBUSTION A5 PER RES. ,`-_4 -�� CODE OF N.Y.5. AND FURNACE SPECIFICATIONS. (ASSUME FOR UNEXG,4I� TED FUTURE ENCLOSED MECHANICAL ....... ............................ .. ... 4" POURED CONC. SLAB WITH ROOM) . Owm wOO ¢ww 6 x 6, 10 / 10 WELDED WIRE MESH OVER COMPACTED Q APPLIANCE CLEARANCE: 3 w 501L AS PER N.Y.S. GODS ! - - - - -- - - - - - - - - -- - - J APPLIANCES SHALL BE INSTALLED WITH THE o z o¢° (85041' .2). L 4 CLEARANCES FROM UNPROTECTED v x w z - - - - - - - - - -- — zc � Ww wa x ww '�1 d,z COMBUSTIBLE MATERIALS A5 INDICATED ON ° a w �H o w z ¢ : PITCH SLAB a 1/6"/FT. MIN ��z v z a�W a o�¢� AWAY FROM BUILDING. ¢¢z x 6'-10' 6' 6'-10' THE APPLIANCE LABEL AND IN THE w a o a o W z¢ MANUFACTURER'S INSTALLATION II'-9' 6'-4' 14'-4' 6'-0' II'-a' a z 3 o °w INSTRUCTIONS. Pz � �o zHZ. o]oz °z¢Uwz ,zz¢ G x �u w 5: vwi�'-j'xcwi� �"wL1pCp ¢c�w¢ N W :.............................. ........... .............: 50'-2' w r: B G D ? 8 6 FOUNPATION PLAN Ill-loll NOTE SEPTIC SYSTEM TO COMPLY WITH SUFFOLK COUNTY Vy P05T FROM ABOVE DEPARTMENT OF HEALTH STANDARDS OO CMD CARBON MONOXIDE DETECTOR (SEE SEPTIC SYSTEM AND DRYWELLS SHALL BE CERTIFIED BY FRMINC: PLAN FOR LOCATION) OWNER'S FE UPON COMPLETION OO 5D SMOKE DETECTOR AS PER N.Y.5. CODE AT MINIMUM, PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL 317. (SEE PLAN FOR LOCATION) PARALLEL PARTITION WALL5 4 BATH TUBS ABOVE. 14 BCI 9051.0 a I6 OG (U.O.N) BY BOISE CASCADE INSTALL AS PER MANUFACTURERS SPEGIFIGATIONS 0 EF 50 CFM (MIN,) EXHAUST FAN TO BE ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE el ALL ENGINEERED FRAMING SHALL BE MECHANICALLY VENTED DIRECTLY TO THE TREATED. (TVP) VER5A-LAM 2.0 3100 AND INSTALLED IN EXTERIOR (A5 PER RGNYS/ 8303.3) ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. p� PROVIDE TERMITE SHIELD PROTECTION AS PER N.Y.5. u- �� \� HOEDOWN CONNECTION SYSTEM BY BUILDING CODE ( R324). TYPICAL FOUNDATION WALL CONSTRUCTION: Oil 10" POURED CONCRETE FOUNDATION WALL ON 20" x 12" DEEP POURED w HD "SIMPSON". (SEE SHEET no.DI) PROVIDE KEYED CONTROL JOINTS AT CELLAR FLOOR SLAB CONCRETE FOOTING (U.O.N) PROVIDE KEBABS AS PER DETAIL. - AT (MAXIMUM) 20 X20 AREAS. DESIGNED BY: WR O DENOTES EMERGENCY ESCAPE/EGRESS WINDOW. PROVIDE 1/2" PREMOLDED EXPANSION JOINT FILLER AT THE EXCAVATION FOR ALL FOOTIN65 SHALL HAVE LEVEL, SOLID AND DRAWN BY: WR E UNDISTURBED BOTTOMS. ALL FOOTIN65 SHALL BEAR ON CHECKED BY: WR THIS WINDOW COMPLIES WITH N.Y.S. RESIDENTIAL PERIMETER OF CONCRETE FLOOR SLAB YIR&IN,UNDISTURBED SOIL, MINIMUM DEPTHS AS PER I7RAl^IIN65. ALL BUILDING GORE SECTION R510SILL FOR EGRESS SOIL BEARING CAPACITY ASSUMED AS ONE TON (OR..2,000 Ibs) /S.F. WINDOW UNITS. MAXIMUM SILL HEIGHT s 44 FOUNDATION ANCHOR REGUIREMENT5: PER TABLE 8401.4.1 (SOIL CLASSIFICATION SW, 5P, 5M, 50, 6M 4 6G). GOMBU5TION AIR VENT SIZE CALCULATION: �"� DATE: 10-28-16 INCHES ABOVE THE FLOOR, MINIMUM 5.? sf NET 6G SHALL VERIFY IN FIELD PRIOR TO 5ETTIN6 FOOTING FORMS. AREA, MINIMUM 24 INCH CLEAR HEIGHT AND Z JOB NUMBER MINIMUM 20 INCH CLEAR WIDTH. ALL CONNECTIONS SHALL COMPLY WITH THE-2001 550 HIGH ALL CONCRETE SHALL BE 4000 P.5.1. MINIMUM. 300,000 BTU BOILER (SEE HVAC DWG) 16101 WIND EDITION OF THE WOOD FRAME GON5T'RUGTION MANUAL 3,000 / BTU / HR. (1=16. M 1-103.3(1) RES. GODS OF NYS) 100 sq,. In. (Req,. free area) 0 PROVIDE KEYED CONTROL JOINTS AT CELLAR (WFGM) FOR ONE AND TWO-FAMILY DWELLINGS. FOOT I NC SCHEDULE: � SHEET NUMBER FLOOR SLAB AT (MAXIMUM)10' x2o' AREAS. 16" x-24" Vent (by "Sunvent") = .636 sq,. ft. of free area SILL PLATES OR WALL BOTTOM PLATES SHALL BE Q > 100 s ANCHORED TO THE FOUNDATION SYSTEM IN ACCORDANCE - � ' .636 sq. ft. x 144 sq. in. = 120 sq. In. (Pnovidec) q. in. (Req d) PROVIDE I/2' PREMOLDED EXPANSION JOINT FILLER WITH THE REQUIREMENTS OF TABLE 3_2A. FI: 4� O�� x 4�-O�� x I�O�� W/ (4) �✓ BARS EACH WAY AT BOTTOM "SUNVENT INDUSTRIES" PELHAM, NH. I-600-325-4155 (15 3/4" x14" VENT) AT PERIMETER OF CONCRETE FLOOR SLAB. F1: 3-0 x 3-O X I -O W/ (3) #5 BARS EACH WAY AT BOTTOM _ 0 WILFREDO RIVERA, ARCHITECT 2016 501-2' S'-b' I I'-4Ole ' W B G D V 7 8 8 lc� ,d O O � vJ O O [CAP 3771 T IGAP 3771 T2W ICRP 3771 T H55 5x5x4 ICAP 3711 ICRP 3711 ICAP 3711 ICAP 3711 ICRP 3731 ICAP 373x211 ICAP 3731 ICA? 3711 ICRP 3711 ICAP 3711 H55 5x5x4 3 .� T`I'P, ICA 3771 T ICA 3771 T ICA 3771 T ICA 3771 T IIFD 3068 0 IIFD 6068 XX IIFD 3068 0 ICA 3771 T ICA 3771 T ICA 37'71 T TYP. 0� (O COLUMN MN WIOx30 FLUSH WIOx30 FLUSH �� ;fl H55 7x5xj HIGH AND LOW BETWEEN WINDOWS ' • '-' �' ICAP 3711 �p@ Z 4 ICA 3771 T 8' 8' 8' .}`� x H55•5x5x g■ g■ .H555x51 8' b' ICAP 3331 ICAP 3331 m m U COLUMN COLUMN I HD �--� o U ICRP 3715 14 10 ICA 3771 T O II " BGI Os-2.0 F.J. ® I6" O.G. ` 42" WIDE PREFABRICATED I II " BCI aOs2.0 F.J. ® 16" O.G. 2 GAR 5ARAGE b' m Y 14 WOOD BURNING SEE THRU el p _ L FIREPLACE UNIT INSTALL to I 4" POURED CONCRETE FLOOR 3- x I I k HOLM. LVL LOW - X AS PER RCNYS AND I DINING lD OVER COMPACTED SOL. PITCH MANUFACTURERS u z 1 OC ;4:; LIBRARY m � 'a 1 SPECIFICATIONS. STORY N I a SLAB TO OVERHEAD DOORS O = T11 1GAP 3711 5TUDY �— E MILY ROOM 9 AT I/4" / FT. ry ICA 3771 T O _ I c� TOP OF SLAB m HIGH POINT: sn V Q 4 x a'-II" GL6. � ELEVATION 17 V O I fr w_ a� I ry I z TOP OF SLAB 0 LOW POINT: INTERIOR SHEAR WALL - 3 �"xl I " PSL FLUSH ELEVATION = -2'-1" O O 5D �' I O PLYWOOD ONE SIDE - TYP. UNDER WALL ABOVE @ x a in — SLOPE SLAB DN. =fit w w }� ICAP 3'711 x LINE OF BALCONY cD _ �D o -1 IIFD 3068 XR I x ry ABOVE -.IV II �" BCI CIOs2.0 F.J. ® 16" O.G. � 6" TO OR DOORS � � � 2 ... ...fi`,..:. ...... .... .. ...... _ KITG E .�. . _ d � N,. -� 3 "xlI ;' PSL F _ °� o I I N 3 �"x14" LVL LOW I I UNDER WALL 5 "xl I '_PSL LOW L DWS I BATH � = o sD a'-o° GL6. ,I v IT x I 3'-O' 7'-6' +' 4'-b' =p O b'-0' 7'-6' b 4��. 8. 8��. 3:�. �' 2��. 11 1 g�r�■ 10'-II' Q }J II BCI Os2.0 F.J. a 12 O.G. � Y 2x8 P.T. 2 xb 0 m m J 3 xl l P5L FLUSH _ NOTE z p n 7UB DOUBLE F.J. 3 �"xll J" PSL FLUSH UNDER WALL ABOVE PROVIDE 5/8 TYPE X.- ?I 6 DECK JOISTS I _ _ � 6x6 P.T. 1 016110.0. o „ I WALL BOARD AT ALL WALL }J OF •(�� f,� _ _ _ Q 3-6 I IN II BGI CIOs 2.0 GEILIN6 OF 6ARA&E AND 1/2 J Q NEW I I o .W—}b-6:G. ry TYPE °X" 6YP. WALL BOARD 0 =rt O A TYP. 1 13 "xll " WOLM. I = DN OO SD' REF. OPPOSITE SIDE OF WALLS �- ............. ........................................... LVL LOW —— — DOUBLEF.J. m 14R COMMON WITH HOUSE AS PER x A` `I-' o _ 3 xl I PSL _ RES. GODS OF N.Y. STATE. (T1'�'a � 7 v 2x8 P.T. LEDGER _ z RAILING INTERIOR — i 32" x 80" 3/4 HOUR .,..q v N 80 SECURED W/ 1/2"o S.S. D W 3 �"xII 9" PSL SHEAR I DN O FIRE-RATED METAL L — — ' j z LA6 BOLTS (W/ _ _ - FLUSH WALL e. I PANTRY - m DOOR W/ SELF-GLO51N6 ;;-t o . WASHERS) STAGGERED — LAUNDRY tt m D 1 � 2 STORY � �L. � � T 4 B A 12" O.G. � 3- � � � UP INTERIOR SHEAR� � I . p m � MECHANISM. to b h 101-62 4 4-0 I b 17R WALL IS-6 I=OYER 8 2r�0 4 V-0- UP 4 tc� 6-0 IGATR2a lb 1 �-+ ICA21F5 II i" BCI 10x2.0 F.J. ® I6" O.G. 8' b' $+�,, I BENCH ICRP 3331 ICRP 3331 ZIP, HSS 5x5x4 � � HSS 5x5x;� .�� I HD h COLUMN COLUMN HD 5 x1 LVL H _ _ (3) 2X8 HDR (3) 2X8 HDR )HD 75 1GATR2a162W B DOOR 1155 7x5XJ HIGH AND LOW BETWEEN WINDOWS BAS D'o� IGATR2alb IGATR2al6 PROVIDE RI6GD ICA-2c[55-2N ICAP 3771 T ICAP 3771 T2W IGAP 3771 T ICA-2c[55 ICA-2c[55 ~ e FRAMER TO COORDINATE METAL EXHAI)ST FRAMING WITH PLUMBER DUCT FROM DRYER ICRP 3723 [GAP 37232W ICRP 3723 FOR ALL WASTE LINES TO EXTERIOR IN IIFD 3080 0 IIFD 6080 XX IIFD 3080 0 DURING FRAMIN6.(TYPICAL) COMPLIANCE WITH M1501 OR 62431.1 w.F...........p....o.............. t�ww ww 6 dw x w 3 �mOZO wwNr . NW dzwQ0 �p�± PRo�¢� Warr 2ww �—z z Hz2¢ GHz -,11 wz ¢az �z�za�Wu, ZZ z 8-0 17-I 15 1 5-4 4-0 5-6 11-4 5-6 w�.Ew azw3 0 >z2H w 7r 7r 7r WC4 zoQ0�0 mR 6 Hv¢a�. OUGwdmw mo5 t w,pl? 50'--21 ,( :...... ...... ............. ...................... .. .. w r NOTE ALL HEADERS TO BE UPSET FLUSH WHERE HE16HT WILL NOT ALLOW FOR A DROPPED HEADER. S G D F1mp0"'5'0% T FLOOR PLAN 7 8 8 5GALE: "=I-'O" FRAMINO: NINDOV45: 11 j"" BCI CIOs ® lb" OG (U.O.N) BY BOISE CASCADE WINDOW SIZES NOTED ON DRAWINGS ARE APPROXIMATE R.O. SIZES ([N INCHES) TYF I GAL ROOF GON5TRUGT I O I�: OO CMD CARBON MONOXIDE DETECTOR AS PER NY5. CODE R313 (SEE PLAN INSTALL AS PER MANUFACTURERS SPECIFICATIONS STANDING SEAM METAL ROOF FOR LOCATION) ALL ENGINEERED FRAMING SHALL BE GENERAL CONTRACTOR TO REVIEW WIITH OWNER : MANUF./ MODEL GRACE ICE 4 WATER SHIELD CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH VER5A-LAM2.0 3100 AND INSTALLED IN #/ SIZES/ 30# BUILDING PAPER DWELLING UNIT ON EACH STORY CONTAINING A 5LEEPIN6 AREA, AND ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. LOCATION AND 6RILLE PATTERNS OF ALL WINDOWS AND DOORS 3/4" "ADVANTECH" EXTERIOR GRADE PLYWOOD SHEATHIN6 WITHIN 15' OF EACH SLEEPING AREA. MORE THAN ONE SHALL BE PRIOR TO ORDERING FOR GONST'RUGT'ION. ROOF RAFTERS (SEE PLAN) PROVIDED TO ASSURE THAT NO SLEEPING AREA ON A STORY IS NOTE , R-38 CATHEDRAL BATT INSULATION MORE THAN 15' AWAY FROM A GM DET. CARBON MONOXIDE ALARMS PROVIDE METAL TIES AT ALL RAFTER BEARING LOCATIONS, FLOOR TO GEILIN6 JOISTS, (SEE PLAN) SHALL ALSO BE PLACED ON ANY STORY OF A DWELLING UNIT THAT FLOOR CONNECTIONS AND FIRST FLOOR TO FOUNDATION TIE-DOWN WINDOW SUPPLIER SHALL SUPPLY SHOIF DRAWIN65 FOR REVIEW, R-4a BATT INSULATION CONTAINS A CARBON MONOXIDE SOURCE. CONDITIONS. A CONTINUOUS PATH SHALL BE PROVIDED TO TRANSMIT PRIOR TO FABRICATION, FOR FINAL AtPPROVAL BY OWNER. 1/2" GYPSUM BOARD ~: THE UPLIFT FORGES FROM THE ROOF TO THE FOUNDATION. (TYP) (SEE OO 5D SMOKE DETECTOR AS PER N.Y.5. CODE R313. (SEE PLAN FOR WIND UP-LIFT DETAILS) NOTE: LOCATION) NOTE- PROVIDE ICE 4 WATER SHIELD AT ALL ROOF EDCE5, RID6E5, HIPS, SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, NOTE: ALL WINDOWS WITHIN 18" OF FINISHED FLOOR SHALL BE TEMPERED VALLEYS, EAVES, ETC. IN 18" MIN. WIDTHS A'S PER MANUFACTURERS OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE ' PER �� REGKJIREMENT� SPECIFICATIONS AND AS PER RES.CODE OF NY STATE SECTION 5/8 DIAMETER FOUND. ANCHOR BOLT'S EMBEDDED 7 INTO GONG. � VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY OF FOUND. W/ (LBP5 5/8) 51MP50N STRONG TIE BEARING PLATES AT 36" x05.2'7'1 THE DWELLING, INCLUDING BASEMENTS 4 ATTACHED 6ARA6ES BUT O.G. A MIN. OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO — ALA MS SHALL LGBE INTERCONNECTED NTERRCON ECTE U IN SUCH AB! ATTICS. THAT THE 2 INCHES OF EACH END OF BOTTOM PLATE AND WITHIN 12" OF ALL 7"rF I GAL. NALL. CONSTRIJOT I ON: ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN CORNERS' (PER WFGM 32.17) IX8 VERTICAL CEDAR SIDING DESIGNED BY: WR THE INDIVIDUALUNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN SOLID BLOCK ALL CONCENTRATED LOADING (DOWN) TO STEEL 15# BUILDING FELT DRAWN BY: WR ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL BEAMS OR FOUNDATION WALL. 5/8" °ADVANTECH" EXTERIOR GRADE PLYWOOD 5HEATHIN6 CHECKED BY: WR INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR -2"x 6 WOOD STUDS ALL SMOKE DETECTORS 15 PROHIBITED. AT MINIM)M, PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL 5 81 GBA INYPSUM SULATION DATE: 3.12.17 50 CFM (MIN) EXHAUST FAN TO BE MECHANICALLY VENTED JOB NUMBER EF PARALLEL PARTITION WALLS 4 BATH TUBS ABOVE. / DIRECTLY TO THE EXTERIOR (AS PER RCNYS/ R303.3) PROVIDE PARALLAM POSTS UNDER ALL M I CROLLAM / PARALLAM, 16101 �% HD HOEDOWN CONNECTION SYSTEM BY "SIMPSON". (SEE SHEET no.DU AND STEEL FLITCH PLATE HEADERS AND BEAM5. (TYP) OO TY�I GSL FLOOR CONSTRUCTION:Oil FIN FLOORING SHEET NUMBER PROVIDE RECEPTACLES 50 THAT NO POINT ALONG THE FLOOR LINE ■ „ 3/4 ADVANTEGH PLYWOOD SUBFLOORIN6 IN ANY WALL SPACE 15 MORE THAN 51X FEET (6') MEASURED FLOOR JOIST'S (SEE PLAN) w Vy P05T FROM ABOVE HORIZONTALLY FROM AN OUTLET IN THAT SPACE. (SEE PLAN FOR [—a - LOCATIONS) Cn SOLID BLOGKIN6 UNDER ALL CONCENTRATED LOADING A-4 ® ® ® ® ® ® ® ® 0 ® ® ® E ® ® 0 �4 WILFREDO R.IVERA, ARCHITECT 2016 8'2" 50'.2' ll lo W V B G D 8 8 � -'-' VJ O O n n n n � ) ICA 5771 T ICA 5771 T ICA 3771 T ICA 5771 T I I I I I I I I ICA 3771 T ICA 3771 T ICA 3771 T HSS 5x5xi I I I I I I I I HSS 5x5x4TYP. TYP. U, COLUMN KIOx50 FLUSH WIOx50 FLUSH COLUMN �� H HSS -7x5xi HIGH AND LOW BE71A EEN WINDOWS - � C5 Q ICA 3771 T Irc, #0 8' 8" 8' H55 5x5x4 HSS 5x5x 8' 8' I u m COLUMN COLUMN O RAILING p _jBEDROOM #2 14'-10' 6' 18'-6' �L�/ 6 = q'-O" GL6. 14'-10' ICA 3771 T MASTER BEDROOM GATH'L GL6. D- SI N RAILING FALSE RIDGE _ _ I UPPER I ar }J IIFD-2668 / IIFD 5068 XO W FAMILY ROOM TO OPEN TO BELOW — Olu ATTIC W ~ OCACCESS V =rr _ O . 4x6 O O SD 4x6 POSTS AT �) �j j N — — — O ENDS ATTIC O Wz Dx COST :r INT. BEARIN" WALL POSTS AT r , ACCESSbxb z p NJ w Q DECK 30"x80" v ® DOWN�T 0. 5' 10' 4' IIFD 6068 XX (2) 2 FLUSH BARN DOOR (2) 2i O FLUSH m I BATH EF ........... a� — — ICA 3331 T INT. BEARING I L 0 �- a- in 2':x6 =�r m _.Er�`"• � z - O RAILING in UL TvB J = 4'-0' 4' l�l.116-2L• I 4 '441 CMD 6x6 POST LINE1�]Q ROOD DEGiC ——— —J 6■ ;� BALCONY DOWN — 5/4 x6 IPE DECKING (OR EQUAL) ` v RIPPED DOWN P.T._2x SLEEPERS _ <r Zo INT. BEARING WALL tT � SD O SINGLE PLY EPOM ROOFING MEMBRANE (OR EQUAL.) — RAILING — OO SD 3/4"MARINE GRADE PLYWOOD SHEATHING ZM RIPPED DOWN P.T. 2x4 m 16" O.G. SECURED TO TOP o ( o .9 EN. LINDN 6 O 2 OF I-JOISTS - PITCH AT 1/4" PER FT. /VE RAILING �,, MASTER BATH BEDROOM #3 {��j =�r IIFD 5068 OX / IIFD.2668 ,7 � U � o 4 lD 4-1 9-O GL6. �4" TEMP,/ I z 9'-O" GL6. RAILING N I z SAFETY-6LA55 EF w 6 FROSTED TEMP./ -rr 3 SHWR. DOOR. 0 V 0 SAFETY-6LA55 0 5'-0" Fa• 2' $m 12' 6• z N 6' iU-+ 0 3 �r � o `fl ,� La 48"x54" O PANEL EF Q+' Z _ pygE 0 I I CL. v RAILING Q 3 ICA 2951 h r, STAFNDIN6) z I GOLUMNx I I I 4' (BLACKOUT,) I,� T1JB i �`�` ry zp i m m SH 5 " HDR HSS -1x5xj HIGH AND LOW BETWEEN WINDOWS 5 4"x9 4" LVL 7PR HD HD O I mc$ (3) ICA-2955 T_2W ICA-2955 3W FRAMER TO COORDINATE I I I I I I I I FRAMING WITH PLUMBER I I I I I I FOR ALL WASTE L I NES u u u _ u DURING FRAMIN6.(TYPICAL) OFro wa-Oz ww $ G D z°a ww R u w�� .'.iro �W�y, i �w dzwQped, QZ:, Uoz Rc) We r 'z g Fzz¢ zcy d7�d �ww cnp'-'Gj Ocn F..w' d-'Oz -ON vwVxu 11�: O 5z wF NOTE Ut�wp ALL HEADERS TO BE UPSET FLUSH WHERE -250' ' -22-4N,-4" x W o .... w o [-�cndc, dmw �a. F- HE16HT WILL NOT ALLOW FOR A DROPPED HEADER. STRUGT. NOTE : Ir 7Q PROVIDE MIN. (5) GL6. JOISTS UNDER ALL POSTS UP TO ROOF STRUCTURE. (TYP) SECOND FLOOR PLAN Sr-.ALE: ��=I-'O" O CMD CARBON MONOXIDE ;DETECTOR AS PER NYS. CODE 8515 (SEE PLAN NOTE: NOTE : TYF I OAL- ROOF OONSTRUOT I ON: FOR LOCATION) SOLID BLOCK ALL CONCENTRATED LOADING (DOW TO STEEL PROVIDE METAL TIES AT ALL RAFTER E3EARIN6 LOCATIONS, FLOOR TO STANDING SEAM METAL ROOF CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH BEAMS OR FOUNDATION WALL. FLOOR CONNECTIONS AND FIRST FLOOR TO FOUNDATION TIE-DOWN GRACE ICE 4 WATER SHIELD DWELLING UNIT ON EACH STORY CONTAINING A SLEEPING AREA, AND CONDITIONS. A CONTINUOUS PATH SHALL BE PROVIDED TO TRANSMIT 30# BUILDING PAPER WITHIN 15' OF EACH SLEEPING AREA. MORE THAN ONE SHALL BE AT MINIMUM, PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL THE UPLIFT FORGES FROM THE ROOF TO THE FOUNDATION. (TYP) (SEE 5/4" "ADVANTEGH" EXTERIOR GRADE PLYWOiOD SHEATHING PROVIDED TO ASSURE THAT NO SLEEPING AREA ON A STORY IS PARALLEL PARTITION WALLS 4 BATH TUBS ABOVE. WIND UP-LIFT DETAILS) ROOF RAFTERS (SEE FLAW R-38 CATHEDRAL BATT INSULATION MORE THAN 15' AWA1r FROM A GM DET. CARBON MONOXIDE ALARMS PROVIDE PARA-LAM POSTS UNDER ALL MIGROLI.AM / PAR,4LLAM, GEILINO JOISTS (SEE PLAN) SHALL AL50 BE PLACED ON ANY STORY OFA DWELLING UNIT THAT AND STEEL FLITCH PLATE HEADERS AND BEAMS. (TYP) NINDOIN5: R-49 BATT INSULATION CONTAINS A CARBON MONOXIDE SOURCE. 1/2" GYPSUM BOARD OO SD SMOKE DETECTOR AS PER N.Y.S. CODE R515. (SEE PLAN FOR PROVIDE RECEPTACLES 50 THAT NO POINT ALONG THE FLOOR LINE WINDOW SIZES NOTED ON DRAWINGS ARE APPROXIMATE R.O. SIZES (IN INCHES) IN ANY WALL SPACE 15 MORE THAN SIX FEET (6) MEASURED NOTE- LOGATIONU HORIZONTALLY FROM AN OUTLET IN THAT SPACE. (SEE PLAN FOR 6ENERAL CONTRACTOR TO REVIEW WITH OWNER": MANUF./ MODEL PROVIDE LGE WATER SHIELD AT ALL ROOF ED6E5, RIDGES, HIPS, SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, LOCATIONS) #/ SIZES/ VALLEYS, EAVES, ETC. IN IS" MIN. WIDTHS AS PER MANUFACTURERS IL: OUTSIDE EACH SEPARATE 5LEEPIN6 AREA IN THE IMMEDIATE SPECIFICATIONS AND AS PER RES.GODE OF NY STATE SECTION VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY OF LOCATION AND GRILLE PATTERNS OF ALL WINDOWS AND DOORS THE DWELLING, INGLUDIN6 BASEMENTS 4 ATTACHED GARAGES BUT PRIOR TO ORDERING FOR CONSTRUCTION. NOT INOLUDINO ATTICS. SMOKE ALARMS SHALL BEAINTTSERCONNECTED IN SUCH ABLE ANDVNINHABITBMANNER THAT THE TYPICAL. NAL.L. CONSTRUCTION: ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN WINDOW SUPPLIER SHALL SUPPLY SHOP DRAKIN65 FOR REVIEW, IXS VERTICAL CEDAR SIDINGDESIGNED BY: WR THE INDIVIDUAL UNIT.. THE ALARM SHALL BE CLEARLY AUDIBLE IN PRIOR TO FABRICATION, FOR FINAL APPROVAL BY OWNER. 15# BUILDING FELT � DRAWN BY: WR ALL BEDROOMS OVER BACK6ROUND N015E LEVELS WITH ALL 5/8" "ADVANTECH" EXTERIOR GRADE PLYWOOD SHEATHING �-J CHECKED BY: WR INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR NOTE. -2"x 6" WOOD STUDS ALL SMOKE DETECTORS 15 PROHIBITED. ALL WINDOWS WITHIN 18" OF FINISHED FLOOR SHALL BE TEMPERED R-21 BATT INSULATION DATE: 3.12.17 0EF TYP. PER CODE REGUIREMENTS 5/8" GYPSUM BOARD � OB NUMBER 50 CFM (MIN) EXHAUST FAN TO BE MECHANICALLY VENTED � l DIRECTLY TO THE EXTERIOR (AS PER ROWS/ R505.5) ° 16101 7`I01=1 CAL- FLOOR 0ONSTRUOT I ON: w HD HOLDOWN CONNECTION SYSTEM BY "SIMPSON". (SEE SHEET no.DI) FIN FLOORING H SHEET NUMBER 5/4" "ADVANTECH" PLYWOOD SUBFLOORING FLOOR JOISTS (SEE PLAN) O V POST FROM ABOVE UA-5 ® ■ e ■ ® e e ® e e e e e ® 0 Ul WILFREDO RIVERA, ARCHITECT 2016 $ G D 7 8 8 W V O 8° � ROOF NOTES: ,� o II a o a NOTE: PROVIDE CONTINUOUS SOFFIT VENTING (TYPICAL) 1 1 ry I ! IICD NOTE: PROVIDE CONTINUOUS ALUMINUM HALF-ROUND CUTTERS AND LEADERS WITH BAKED ENAMEL FINISH. (TYPICAL) m Ir — u I`IJI l NOTE: PROVIDE STEEL CONNECTORS AT ALL INTERSECTIONS OF II ! RIDOM, HIPS, VALLEYS AND DOUBLE ROOF RAFTERS. (TYPL)ICA •O IL a<I IL N u NOTE: DOUBLE FRAME AROUND ALL ROOF OPENINGS AND / OR PENETRATIONS AT DORMERS, CHIMNEYS ETC. 3 "xll " PSL _ ! NOTE: ALL RIDGES TO HAVE CONTININUOUS RIDGE VENTING vx _ ! O ry ROOF BREAK ry �' WITH ROOF SHINGLE OVER TOP. LJ - -- - �- - - - m I I I I O 16x6 I r-- - - I �� - I NOTE.. PROVIDE "GRACE" ICE 4 WATER SHIELD AT ALL RIDGES, HIPS, I VALLEYS, ROOF EDGES, EAVES, ROOF PITCH CHANGES, DORMERS, bbxb POST �j POST ` 6x6 POST CRICKETS, ETC.. AS PER MANUF. SPECS. cct�� 6x6 POST w - �I ® DOWN IiI DOWN DOWN I= r 3 I " II 'i 8"'P5 5 1411 FS RID5 I "XII 7 8" PS ! I= ROOF DECK -UNDERLAYMENT SHALL BE 50LB MINIMUM AND APPLIED SHINGLE W RIDGE BEAM W11/EN BEAM=W/VENT- J-,' RIDGE BEAM W/ VE ! - - 5/4"xb" IPE DECKING (OR EQUAL) FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND OC ! I I E -- ,- _ -_ _- I NT � RIPPED DOWN P.T.-2x SLEEPERS LAPPED 2 INCHES, FASTENEED SUFFICIENTLY TO HOLD IN SINGLE PLY EPDM ROOFING MEMBRANE (OR EG�JAL) PLACE. END LAPS SHALL BE OFFSET BY 6 FEET. ICE 4 WATER .� 81 I I I I I - _� � C7 I —s� 3/4"MARINE GRADE PLYWOOD SHEATHING Q ! — — — — L — — — SHIELD SHALL BE INSTALLED IN SAME FASHION AS — - UNDERLAYMENT, COMMENCING AT FRONT EDGE OF EAVE TO ry ® u — — — — — — — — — — — — RIPPED DOWN P.T._2x4 ® 16" O.G. SECURED TO TOP DISTANCE MEASURED 24 INCHES HORIZONTALLY FROM INTERIOR H x ROOF BREAK X OF I-JOISTS - PITCH AT 1/4 PER FT. � - _ _ -- WALL, AND VERTICALLY TO ROOF. ICE ,$ WATER SHIELD WILL _: - ! VARY IN WIDTH FROM 3 FEET WIDE TO 6 FEET WIDE DEPENDING E D!� O O ! ON ROOF PITCH AND SOFFIT DEPTH. ICE 4 WATER SHIELDS c C _ �_ I� A PPLYING SH INSPECTED BY THE BUILDING INSPECTOR PRIOR TO _ - � 7 T --_-- - f NOTE: VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH I i � w �— y— y w — -i _ - — — — -1 THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE � ss - - - to L BUI�LDI'N6 INSPECTOR PRIOR TO APP BE INSPEGTED BY THE fir -fr III L I INGLES. yj 03295 NIx x LL . . .... C) ry bb I � z I _ _ I O � 8 8 ROOD PLAN -r-4 a ........................... oF"m woz z �wlw NOTE : STII NOTE : 3 m'0 o 3 p d 6 PROVIDE MIN. (5) GLC. JOISTS,UNDER ALL a PROVIDE GRACE ICE 4 WATER SHIELD I W -R°�I E W] AT ALL RIDGES, HIPS, VALLEYS, ROOF POSTS UP TO ROOF 5TRUGTURE. (TVP) z w Ew z xz z z EDGES, EAVES, ROOF PITCH CHANGES, 2" x 6" DOLLAR TIES a 52" OC. o� o� m� s °ww^ p oNFw ¢ac DORMERS, CRICKETS, ETC. R MANUF. SPECS. 4"VTR aIJE III 4"VTR ~ �p�zpx c]z U zzzznw<` a 9Zw z Q 0 0 I MASTER BATH _ BATH . .. °p w. ....Q 1/14'Y 1 1/4. V I 1(4' V -211 V r 21 V I 11/4"V III/4"v LAV LAV WA GL I I LAV IAV WATER CLI `- ►`ER IIV5 I I TUB I I �� 114' W I 2„W I /4"W CO 4■ W I 2 W 4..W 40 W 405 1 411 W 4„S GO I CO LAUNDR`r BATH _ _ KITCHEN J r _ — 2'I v 1 114"V III/4”V LAV I LAV WATER GL IT1JB KITCHEN SINK Q MACH W/CONNECTION PAI IST PLR _2' W w I I " W " W ° W 114" W S u GO I -211 W W GO 1 1/2' W _. 4Gp � DESIGNED BY: WR THE INSTALLATION OF THE PLUMBING SYSTEM EQUIPMENT, AND COMPONENTS INCLUDING 4 S DRAWN D WR SERVICE, D15TRIBU71ON SYSTEM, FIXTURES, APPLIANCES, DEVICES, APPURTENANCES, AND TESTING, SHALL COMPLY WITH CHAPTERS 25 THROU6H 52 OF THE RESIDENTIAL (� CODE OF NEW YORK STATE. GO 1 4' TO AN APPfZOVED CHECKED BY: WR L-TYPE COPPER PIPING WITH LEAD-FREE 5OLDER JOINTS ;SEPTIC SYSTEM "�� DATE: 3.]2.17 I" DIAMETER HOT AND GOLD MAINS AT BASEMENT 4' HOUSE TRAP ALL RISER LINES TO BE 5/4" DIAMETER WITH BALL VALVE SHUT-OFFS. IN GONG PIT I JOB NUMBER z 16101 FLUMBIN& R15ER D I AC in � SCALE: N.T.S. SHEET NUMBER C A-6 WILFREDO RIVERA, ARCHITECT 2016 CONTINUOUS RIDGE VENT (TYP) 1 )\,yv I -)', �, 11�i I, ROOF FRAMING PER 10 R-380 CATHEDRAL 211 11 _ VIII x 611 COLLAR TIES a y' PLAN BATT INSULATION 32" oc. (TVP) R-49 INSULATION a FLAT FRAMER TO COORDINATE R-20 INSULATION AT rr= m ® ® m ® ® ® m e ® ® m m PROVIDE METAL TIES AT ALL RAFTER BEARING LOCATIONS PER R8o2.11. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT THE UPLIFT FORCE5 FROM THE ROOF TO THE 1212 FOUNDATION. (TYP) � � t 4 SIMT'SON MT530 STRAPS 4 A34 4 CONNECTORS 0 16" OG FOR RAFTER/ TOP PLATE/ STUD TIE CONNECTION O TOP PLATE i ; � � � � �'� TOP PLATE � ALUMINUM WTTER5 AND LEADERS775/ \ i 10 " R-38G CATHEDRAL ROOF FRAMING PER \ r mmq -0 w U 5/4 "FASCIA BD - TYP. i BATT INSULATION PLAN 0 0 a� H55 '1x5xj TUBE H55 7x5xj T7UBE .� '� , �{ STEEL STEEL �., Ix T46 CEDAR SOFFIT W/ m u _2" 50REENED VENT - TYP. .O LOIN PER PLAN N -7 H55 7x5x HSS 7x5x TUBE tr TUBE STEEL STEEL) SECOND FLOOR I ------------------ -- — — — — — — — — W Ibx50 LOW STEEL ---- - --------- BEAM BEYOND 2 STORY --- .-. --- --_---- - FOYER 5 �"xlI J" PSL LOW PER PLAN -2x FRAMED DROPPED SOFFIT — _ it 2 STORY F AMI LY ROOM ...... . ;" �_ .......... . T.O. FIRST FLOOR SUBFLOOR T.O. FIRST FLOOR �fFcED0 R hi ELEVATION = -O O I 11 I SUBFLOOR I I-1- 1 I I--i 1 11 =1 11 SLOPE GROUND AROUND FOUNDATION FLOOR FRAMING PER PLAN r� A5 PER R401.3 THE 6RADE ADJOINING NE ( a III-1 I i=1i11 I i- II=' �;�'0 . ,,,,r � ALL FOUNDATION WALLS SHALL BE R-Iq INSULATION ® III-III I' Q SLOPED AT A MINIMUM OF Six INCHES FLOOR - TYP. Q III-,1 4 (6") WITHIN THE FIRST TEN FOOT °� BASEMENT II- -III-i (10'-01) DISTANCE FROM THE WALL. 3 1/2" DIA. 50H 80 STEEL PIPE COLUMNS ON POURED I1 v N ' CONCRETE FOOTIN65 __ Ii11 CONTINUOUS RIDGE Q) >• r en T.O. SLAB —� - T.O. SLAB VENT (TYP) V 3 z ELEVATION = -�I'-3" ELEVATION 0 PROVIDE RATER PROOFING (TYP) AT • • • • • • i L1' L - -- J � x 6 COLLAR TIES ® FOUNDATION WALL 32" oa. (TYP) 4" POURED CONG. SLAB OVER MINIMUM 6 MIL POLYETHYLENE VAPOR BARRIER _ __ TYP. ROOF CONSTRUCTION - BELOH FLOOR :SLAB OVER COMPACTED 12 --` 12 NOTE: SOIL AS PER N.Y.S. CODE (8504.222). 5F7 8 PROVIDE METAL TIES AT ALL RAFTER ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. (TYP) POST BEARING LOCATIONS PER 8802.11,. A CONTINUOUS LOAD PATH SHALL BE 'Z5 ANTIC PROVIDED TO TRANSMIT THE UPLIFT ROOF FRAMING PER FORGES FROM THE ROOF TO THE �+ PLAN FOUNDATION. (TYP) 5EOTION G ALL WINDOW AND DOOR 5TRUG'TURAL 51MP50N MT550 STRAPS 4 A54 ..� HEADERS TO BE UPSET IF REG U I RED " x 4" DIAGONAL CONNECTORS o 16" OG FOR RAFTER/ TOP SGA�LE: I-�0�� TO ACCOMMODATE SPECIFIED WINDOW - BRACING TYP. PLATE/ STUD TIE CONNECTION ...... .. OR DOOR HEAD HE 16HT. . .......... r. NOTE: TOP PLATE IAT i { �, r' �' '� ',' 'a' ;' k' �` �' `' 'v V )' Y x Y Y Y r r �/ X �' x , , �' Y X ' ', 'a' 'r ; ` 1 _ TOP PLATE AT _ _ E o w°u a x H SECOND F1AOR SECOND FLOOR 3 a z w p w 3 Q Q PROVIDE PARALLAM POST5 UNDER ALL MIGROLLAM / PARALLAM, - - - W , z o o x AND STEEL FLITCH PLATE HEADERS AND BEAMS—(TYP) BEDROOM #2 �� OQOr aj3 6.0. TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO W 10x30 STEEL BEAM BEDROOM #3 z W �z z z 6 o;ww uxi Oinw Oc�i Q START OF CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY Ix T46, CEDAR SOFFIT H/ _ ¢z ¢ Ig o c� -w w 2 DISCREPANCIES. x dxw Ha _2" SGRErl4EV VENT - TYP. u a Q o o z o o a a PROVIDE ADDITIONAL PLYWOOD SUBFLOORING TO AL16N FINISHED 4 4 IEE ILE I s z °� Q ��xW "A<o ¢�Wa WOOD FLOORING WITH FINISHED STONE FLOORING-TYPICAL - ¢g o o w a 9 p o _- BATH - -� —I TYPICAL EXTERIOR �' :............ .................... ..... ...... ......: ]I �I WALL CONSTRUCTION r: fI T`I FiGA4 ROOF GONSTRIJGTION: SECOND FLOOR _ _ - _ _ SECOND FLOOR STANDING SEAM METAL ROOF - - 1>1 GRACE ICE 4 WATER SHIELD 30# BUILDING PAPER -- FRAMER To COORDINATE 3/4" "ADVANTEGH" EXTERIOR GRADE PLYWOOD SHEATHING FRAMING WITH PLUMBER ROOF RAFTERS (SEE PLAN) H 10x30 STEEL BEAM PANTRY FOR ALL WASTE LINES R-38 CATHEDRAL BATT INSULATION � - DURING FRAMING.(TYPIGAL) CEILING JOISTS (SEE PLAN) _ R-4a BATT INSULATION — 1/2° GYPSUM BOARD 7 '� �- D I NI NCc KITCHEN NOTE: 3/4" PLYWOOD SUBFLOOR W/ �2)_2" x 6" PRESSURE PROVIDE ICE 4 WATER SHIELD AT ALL ROOF EDGES, RIDGES, HIPS, ____ EXT. GLUE. GLUED AND SCREWED TREATED PLATE5 (TYP) AND VALLEYS, EAVES, ETC. IN 18" MIN. WIDTHS AS PER MANUFACTURERS TO LL�LR-BMS.--BLOCK L.L TERMITE SHIELD PER GODS SPECIFICATIONS AND A5 PER 1RE5.00DE OF NY STATE SECTION ,UNSUPPORTED ED6E5 x052.7.1 T.O. FIRST FILOOR T.O. FIRST FLOOR SUBFLOOR SUBFLOOR — — ELEVATION = O'-0" T`I'C'I GAL NAL.L GONSTRIUGT I Ol�l - - - - _ IXS VERTICAL CEDAR SIDING 1 t. 1 �'y•k x i 1 �'� � ^\` a '1' Y 5 . 'X � ' �'� r„''Y i k. X f I 15# BUILDING FELT I 5/8” "ADVANTEGH" EXTERIOR vRADE PLYWOOD SHEATHING __ 5/8" DIAMETER FOUND. ANCHOR BOLTS I--, -2"x 6" HOOD STUDS I IIIIIIIIiIII-i.I_li IIII I/2" GYPSUM BOARD FLOOR FRAMING PER PLAN -_-ITL 1.71 II- EMBEDDED 7" INTO CONC. FOUND. W/ u- R 21 BATT INSULATION —IIII ON CEILINGS - TYP. TII=III TYP. FOUNDATION WALL PLATES AT S6 �N SATRONOF TIE 0NE ARIN6. 5/8 GYPSUM BOARD - II R-19 INSULATION m 4 =1 I, 4 Got�sTtauGTloN: FLOOR - TYP. 4 a� PROVIDE HATER PROOFING II ANCHOR BOLT SHALL BE PROVIDED - (TYPJ AT FOUNDATION -ill-1 11 10" POURED CONCRETE FOUNDATION WITHIN 6 TO 12 INCHES OF EACH END OF L=1 I1= WALL ON-20 x 12 DEEP P.G. BASEMENT BOTTOM PLATE AND WITHIN 12" OF ALL DESIGNED BY: WR TYfi�I GSL FLOOR GO STR�UGT ON: WALL -I;I.T I FIN FLOORING FOOTING. - PROVIDE (2) #5 BARS CORNERS. (PER WFGM 3211) DRAWN BY: WR 3/4" "ADVANTECH" PLYWOOD SUBFLOORIN6 T.O. SLAB 1 B TOP OF WALL (3) #5 BARS AT FLOOR JO15T5 (SEE PLAN) — — — — BOTTOM OF FOOTING - TYP. T.O. SLAB ELEVATION = -�I-3 _ _ ELEVATION_= CHECKED BY: WR DATE: 10-28-16 JOB NUMBER 4" POURED GONG. SLAB OVER MINIMUM 16101 6 MIL POLYETHYLENE VAPOR BARRIER SECTION 501LBELoAS FLOOR PER N.Y.5.GODER(R COMPACTED 22C).� ,L, SHEET NUMBER blo H U 11 11011 A-8 ® ® m ® ® ® © m m ® ® m ® ® ® ® cwn WILFREDO RIVERA, ARCHITECT 2016 m m m m e m m ® e m m m ® ® m TABLE R703.7.3 UPLIFT TnT TTrn O1�TwTECrnTOI�TC FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER LJ r LI 1 lr lr 1 1 Lr�.7 As per ANSI/AF&PAWFCM-2001 Edition-Table 3.1 PROVIDE ALL TOE-NAILING AS PER NAILING SCHEDULE. #COMMON lait BOX SPACING OF DESCRIPTION OF BUILDING ELEMENTS NAILS NAILS FASTENER Size of Steel No.of or Angle(a,c) Two Stories equivalent NOTE lternate (inches) No Story Above One Story Above Reinforcing ROOF FRAMING Above Bars(b) A CONTINUOUS LOAD PATH Rafter to To Plate Toe-nailed (3.4A SHALL BE PROVIDED TO TRANSMIT THE UPLIFT MT530 AT RAFTER TO HEADERS P ( ) ) 3-8d 3-lOd per rafter FORCES FROM THE ROOF TO THE FOUNDATION. p PER CODE BY"SIMPSON STRONG TIE" Ceiling Joist to Top Plate(Toe-nailed) (3.4A) 3-8d 3-1 Od perjoist 3 x 3 x'/. 6'-0" Y-6" Y-0" 1 \''r• ) ^ ` 4 x 3 x'/. 8'-0" 5'-0" 3'-0" 1 Ceiling Joist to Parallel Rafter(Face-nailed) (3.9A) 8-16d 8-40d each lap W 6 x 3-!/z x'/. 14'-0" 8'-0" Y-6" 2 Ceiling Joist Laps over Partitions(Face-nailed)(3.9A) 8-16d 8-40d each lap 2-6 x 3-%2 x'/4 20'-0" 111-011 5'-0" 4 Collar Tie to Rafter(Face-nailed) (3.6A) 3-8d 3-10d per tie(side) Blocking to Rafter Toe-nailed 2-8d 2-10d each end 0 TABLE 503.3.3.1 g ( ) MINIMUM PIPE INSULATION 4 (thickness in inches) Rim Board to Rafter(End-nailed) 2-16d 3-16d each end .4-1 Slmpson Strong-Tie Piping f r Ridge Rafter CS20 at each end WALL FRAMING Ra to / dge / Tie Detail 0 r--q U) U P g Fluid PIPE SIZES of all eXteriOr Wall headers Top Plate to Top Plate(Face-nailed) 2-16d 2-16d per foot `-I--I Systems Temperature r^ Types Range,°F. Runouts 1 and 1.25"to 2,5"to 5"to 6" 8"and mpson CS20 20 GA. �i J Q Simpson Up to less 2" 4" larger 1 1/4"W X 14°L Top Plates at Intersections(Face-nailed) 4-16d 5-16d joints-each side P 2"b (PLACE ® 16- OC.) Exterior Header Tie Detail Q, 375 HEATING SYSTEMS USE 4-8d NAiLS @ EA. SIDE Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. � TOTAL OF 8-8d NAILS Simpson CS20 Ep Steam and Header to Header(Face-nailed) 16d 16d 16" o.c.along edges hot water 20 GA. F=-a High '• 1 1/4"W X 21"I Top or Bottom Plate to Stud(End-nailed) (3.5A) 2-16d 2-40d per stud �� O pressure/ 306-450 1-'/z 2-%z 2 -'/z 3 3-'h 3-'h ° temp, (1)Oa SPANS LESS THAN 4'-0"W/ 14-8d NAILS EACH STRAP Medium •o (2)@ SPANS GREATER THAN 4'-0"&LESS THAN T-0"W/ 6, pressure/ 251-305 1-/Z 2 2-1/2 2-'/z 3 3 14-8d NAILS EACH STRAP j temp. (3)@ SPANS GREATER THAN 8'-0"&LESS THAN 12'-0"W/ Bottom Plate to Floor Joist,Bandjoist,Endjoist 2-16d Lw pressure/ 201-250 1 i-''/z I-''h 2 2 2 14-8d NAILS EACH STRAP or Blocking(Face-nailed) 2-16d1z per foot C , ^ •� temp. ° • V Low •� FLOOR FRAMING Q) temperature 106-200 /z 1 1 1-!'z 1-/ z 1-/z Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d perjoist Steam •. Bridging to Joist(Toe-nailed) 2-8d 2-10d each end condensate2 2 2 Any 1 1 1-'/z ° mpSOn nC� (for feed e, Beft Chd Twist 5trY Blocking to Joist(Toe-nailed) 2-8d 2-10d each end water) A34 : 18 GA. 1716"X 23!° Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block cooLlNc SYSTEMS USE 8-8d x ly"NAILS 40-55 /z %z '/. 1 1 1 (PLACE ® 16» OC.) Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Chilled water, refrigerant 5o uiv Holdown to Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d perjoist And brine: Below 40 1 1 l-/z 1-/z I-n 1-/z Studs pai,mcirluf• speag• Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist Rafter / Plate / Stud Tie Detail For Si: 1 inch=25.4 mm,1 foot=304.8 mm,C=[(°F)-32]/1.8. a.For piping exposed to outdoor air,increase insulation thickness by 0.5 inch. Simpson MTS 3 0 & A34 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot b.Runouts not exceeding 12 feet in length to individual terminal units. ROOF SHEATHING (PLACE ® 16» OC.) MTS30 : 16 GA. 30"LONG w USE 7-10d NAILS TO RAFTERS + Triple-2x Built-Up Stud Structural Panels 8d lOd 3"edge/6"field OQ TABLE 504.5 USE 3-8d NAILS MIN. TO PLATESDiagonal Board Sheathing F c...`.]- MINIMUM PIPE INSULATION USE"]-10d NAILS TO STUDS (thickness in inches) psupport 1"x 6"or i"x 8" 2-8d 2-lOd per 1"x 10"or wider 3.8d 3-10d per support R LSO �� Floorr,Joist PC� Service PiPE SiZES° y CEILING SHEATHING t Water- Noneirculating Circulating mains and runouts Heating runouts Use eve other nail hole CUT 5d coolers in x � ➢ rn Temperatures every GTH Gypsum Wallboard Sd coolers 7"edge/l0"field C7 Up to 1" Up to 1.50"to in a row to provide thea s - Iil °F 1 25" 2„ LE Over 2" code-required minimums / 170-180 0.5 1.0 .5 2.0 GTH WALL SHEATHING center�to-center, END spacing for nallw I Simpson Holdown Anchor Between Structural Panels 8d 10d 3"edge/6"field X54 J 140-139 0.5 0.5 1.0 1.5 Floors (HD) Fiberboard Panels � Y0 100-139 0.5 0.5 0.5 1.0 W HD5A(TOP&BOTTOM EACH SIDE) 7/16" 6d 3"edge/6"field .'; .* For SI: 1 inch=25.4 mm,°c=[(°F)-32]/1.8, CLEAR USE(2 )3/4"DTA.MACH.BOLTS TO STUDS ......................................................... 1 Btu/h'inch-ft'-°F=0.144 W/(m-K). „ 25/32" 8d 3"edge/6"field a. Nominal iron pipe size and insulation thickness. Conductivity,k=0.27 LTP4 USE(2)5/8 DIA.THREADED RODS(ASTM F 1554 Gr 50) A-i E USE 6- 8d NAILS INTO PLATE BETWEEN CONNECTORS Gypsum Wallboard 5d coolers 5d 7"edge/10"field .j o USE 6- 8d NAILS INTO JOIST OR Diagonal Board Sheathing � U - TOTAL OF 12-8d NAILS PHD2-SDS3 (TOP&BOTTOM EACH SIDE) g g `�+ v � 60 END (PLATE @ 32"o/c) USE(20)SDS J4 x 3 SCREWS TO STUDS I"x 6"or i"x 8" 2-8d 2-10d per support *•''-1 3 Z - Provide minimum 71'i L.ENGTHV r. °O, u end distance ° ( USE(2)5/8 DIA. THREADED RODS(ASTM F1554 Gr 50) 3-10d ,L.t BETWEEN CONNECTORS I"x l0"or wider 3-8d per support o� o Equal number ofi I )---Simpson n :~ specified nails _ 1. Nail requirements are based on wall sheathing nailed 6"on-center at ithe panel edge. Stron Tiein each endg If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear E CS Coiled Stropand a, capacities, nailing requirements for structural members shall be douibled,or 4"SPHERE UNABLE LS70 Lateral a Plate alternate connectors,such as shear plates,shall be used to maintain the load path. TO PASS TH RU _ �j ,�� Floor / Floor 1 ension Tie Detail 2. When wall sheathing is continuous over connected members,the tabuilated number r t BALUSTERS @MAX. "I"I C� 1, of nails shall be permitted to be reduced to 1-16d nail per foot. n/ 4" OC. (SEE SPECS Simpson CS20 Strap & LS70 Lateral Tie Plate F=o-1 N For S 1: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=1.609 km/h. POR TYPE OF MATERIAL) CS20 :20 GA.38"L ® a.All nails are smooth-common,box or deformed to shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending z m CLEAR SPAN+20" shield strengths as follows: 80 ksi(551 Mpa)for shank diameter of 0.192"(20d common Q) USE 4-8d NAILS @ Ea. End Length nail),90 ksi(620 Mpa)for shank diameters larger than 0.142"but not larger than 0.177", �� g ® and 100 ksi(689 Mpa)for shank diameters of 0.142"or less. p _ TOTAL OF 8-8d NAILS b.Staples are 16 gage wire and have a minimum of 7/16-inch on diameter crown width. ��-•t N (Additional nailing thru plates&box) c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are ry Cl) (STRAP @ 16"o/c-EACH STUD) ® 48 inches or greater. ® d.Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. Mi e.Spacing of fasteners not included in this table shall be based on Table R602.3(1). .......w...........p..................... f. For regions having basic winds speed of 110 mph or greater,8d deformed nails shall be x a O H Simpson Strong-Tia g g P P g w E w a 2 v 1� used for attaching plywood and wood structural panel roof sheathing to framing within O w m O ¢ w w G"SPHERE UNABLE PH minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet, Z O a w r4 Z H C x up to 35 feet maximum. w w r TO PASS THRU cc,) g.For regions having basic wind speed of 100 mph or less,nails for attaching wood ew 2 w Q O w ¢z 3 STAIR ELEVATION DETAIL structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on n o w R 2 w u Z center. When basic wind speed is greater than 100 mph,nails for attaching panel roof 2 e w >a-m Z H 2 w¢ SCALE:yl"=P-O" u a -� O w Z LTP4 20 GA.3"x 4Y4" sheathing to intermediate supports shall be spaced 6 inches on center for minimum, ¢�Z a m d 'a Z C) Lateral Tie Plates ° f 48-inch distance from ridges,eaves and gable end walls;and 4 inches om center to gable w pax o� O¢ �� • end wall framing. ¢ 2 x p x F w U w w NOTE : USE 12-8d x 1%"NAILS P• °• ° h.Gysum sheathing shall conform to ASTM C 79 and shall be installed in accordance with uzz 2 p O z w z ¢Z z¢ HANDRAILS AND GUARDRAILS SHALL BE ASSEMBLED (6-Nails into plate,6-Nails into box) ° GA 253. Fiberboard sheathing shall conform to ASTM C 208. a¢ O E z O x ,O]O AND CONSTRUCTED TO WITHSTAND A LIVE LOAD OF i.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by w u w z w 3 a ¢z (PLACE ® 32 OC.) framing members and at all floor perimeters only. Spacing of fasteners on roof sheathing 5 v p Z p O x O w¢ 200 Ib5. PER 50. FT. IN ACCORDANCE WITH THE RES. g P y P g g x x x o w panel edges applies to panel edges supported by framing members and at all roof plane ;„xf~En¢c v p w¢m w o CODE OF N.Y. STATE AND TABLE 8301 .5 Predeflected Holdown Anchor (HDU) .......................�.W . Sirnp�son Strong-Tie perimeters. Blocking of roof or floor sheathing panel edges perpendicullar to the framing HANDRAILS ADJACENT TO A WALL SHALL HAVE A CS Coiled Strap and members shall not be required except at intersection of adjacent roofplaines. Floor and w f SPACE OF NOT LESS THAN 11" BETWEEN THE WALL LTP4 Lateral Tie Plate HDU5-SDS3 roof perimeter shall be supported by framing members or solid blocking. 14 GA. AND THE HANDRAIL. (SECTION K3 15. 1) p Dbl.Sill Plate / Floor/ Stud Connection Detail 3 °(w)X 119/16"(H) 2 7/8"(B) For S1: 1 inch=25.4 mm. ALL NEWLY CONSTRUCTED STAIRS SHALL CONFORM TO (BOTTOM)SIMPSON RFB#5x16 IMBEDED 12"WITH THE RESIDENTIAL CODE Of N.Y. STATE SECTION R3 14. a.Nail is a general description and may be T-head,modified round head or round head. HANDRAILS SHALL CONFORM TO SECTION R3 15 Of THE CS20 Strap & LTP4 Lateral Tie Plate "SET"EPDXY.CNW 5/8" DIA.COUPLER NUT WITH b.Staples shall have a minimum crown width of 7/16-inch on diameter except as noted. A-36 THREADED ROD,MINIMUM 14-SDS 1/4"x 3"WOOD c.Nails or staples shall be spaced at not more than 6 inches on center at all supports RESIDENTIAL CODE OF N.Y. STATE. » where spans are 48-inches or greater. Nails or staples shall be spaced at not more (PLACE ® 16 OC.) SCREWS than 12 inches on center at intermediate supports for floors. GUARDRAILS SHALL CONFORM TO SECTION R3 6 Of THE 20 GA.24"L (TOP)SIMPSON PHD5-SDS3 WITH 5/8"DIA NYLON d.Fasteners shall be placed in a grid pattern throughout the body ofthe panel. RESIDENTIAL CODE Of N.Y. STATE. USE 9-1 Od NAILS @STUD LOCKING NUT e.For 5-ply panels,intermediate nails shall be spaced not more than 12 inches,on USE 9-10d NAILS @ BOX&PLATE center each way. f Hardwood underlayment shall conform to ANSI/AHA A135.4. Simpson Strong-Tia Catalog No. RR EXTERIOR WOOD FRAMED @HEAR WALL CONSTRUCTION - 2xG"STUDS AT I G" o/c ° ° - NOMINAL 5/8"THICK PLYWOOD WALL SHEATHING PANELS o ° ° - SHEATHING FASTENED TO STUDS VIA: ` ° o ° I Od NAILS AT 4" o/c AT EACH STUD, ALONG SIDE WALLS o I Od NAILS AT G" o/c AT EACH STUD, ALONG FRONT AND PEAK WALLS ;. / O 0 0 O o °o O /' ~ 0 0 Simpson Strong- Catalog No. H2 Simpson Strong-Tia Catalog No. HRC22 � SIMPSON HGLTV5.5I I w Simpson Strong-Tlo DESIGNED BY: WR Catalog No. HCP SIMPSON ITT41 1 .58 ;` ;� ;: .::` .. f . ROOF SHEATHING FASTENING SCHEDULE �1 U) DRAWN BY: WR • � � � H--i CHECKED BY: WR • RING SHANK NAILS (0.135 x_2 1/2") F-4 DATE: 10-28-16 1 • Panel Location FasteningZone O I O W JOB NUMBER ° ' (I O „w SIMPSON LCC COLUMN CAP • I / . • ' . I .�.�... 16101 3-112" OD SCh 40 PIPE COL SHEET NUMBER n n SUPPORTED PANEL AND END EVC7E5 61100 6 OC 6 OC COLUMN CAP TOP FLANGE TRIPLE 1 .75 LVL HANGERTOP FLANGE DOUBLE SINGLE JOIST HANGERS PANEL FIELD 1211 OG 61100 4" OC D-1H ® m ® ® m m ® ® ® ® ® e ® ® ® m u) WILFREDO RIVERA, ARCHITECT 2016