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HomeMy WebLinkAbout42862-Z �o�OguFfO[ , Town of Southold 6/13/2020 P.O.Box 1179 o - o _ g 53095 Main Rd 4 �ao�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41180 Date: 6/15/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 57475 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 44.-2-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/27/2018 pursuant to which Building Permit No. 42862 dated 7/13/2018 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, covered front entry, first and second floor decks and unfinished attic as aqpplied for. The certificate is issued to Pagnutti,Louis&Maryann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0214 6/26/2019 ELECTRICAL CERTIFICATE NO. 42862 5/28/2019 PLUMBERS CERTIFICATION DATED 5/29/2019 P#1 of Pl bing&Ijeating e ignature �4TOWN OF SOUTHOLD �SUFFutk�o 4, BUILDING DEPARTMENT z TOWN CLERK'S OFFICE cm W- • SOUTHOLD, NY 0. 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#: 42862 Date: 7/13/2018 Permission is hereby granted to: Pagnutti, Louis 19 Annandale Rd Commack, NY 11725 To: Demolish an existing single family dwelling and construct a new single family dwelling as per SCHD, Trustee and DEC approvals. At premises located at: 57475 CR 48, Greenport SCTM # 473889 Sec/Block/Lot# 44.-2-5 Pursuant to application dated 6/27/2018 and approved by the Building Inspector. To expire on 1/12/2020. Fees: DEMOLITION $629.80 SINGLE FAMILY DWELLING-ADDITIO TERATION $2,402.40 otal: $3,032.20 uilding Ins ctor 1 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. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction. Old or Pre-existing Building: (check one) Location of Property: S7�7S� n44: .�� &I, House No. -- Street L Hamlet // Owner or Owners of Property: L�I.0 00 ��Suffolk County Tax Map No 1000, Section � Block 0 -2- Lot 0S_ 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: $ Applicant Signature so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ,�. ® �u� �® roper.richert(c�town.Southold.ny.us Southold,NY 11971-0959 ®� OWN®'�,,,�\ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Louis Pagnutti Address: 57475 CR 48 City: Greenport St: New York Zip: 11944 Building Permit#: 42862 Section: 44 Block: 2 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Johnson Electrical License No: 58338-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 61 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 9 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures 60 CO Detectors Sub Panel A/C Blower 3 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect 200a Switches 55 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 44-lighting fixtures, plus 60 recessed LED fixtures, 2-paddle fans, 3-bath fans, 3-combination GFCI/ARC fault recpticles, 1-range hood,2-electric radiant floor heaters, 1-20a sump pump,7-ARC fault circuit breakers, Notes: 14 combination GFCI/ARC fault circuit breakers Inspector Signature: Date: May 28 2019 81-Cert Electrical Compliance Form.xls � a Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G�` ' �Q Southold.NY 11971-0959 Q �• BUILDING DEPARTMENT TOWN OF SOUTHOLD JUN 1 3 2019 ( TOWN 0- 'S0UJ-L SZ' .:,) CERTIFICATION i , i Date: Building Permit No. 1A 19 Owner• a atan (Please PrInt) Plumber. TW 5 � -� (Please print) 1 t I certify that the solder used in the water supply system contains Iess than 2110 of I% lead. , , I I (Plumbers Signature) Sworn to before me this R day of A V 20j 9 _ PHILIP F.SWo TKEWICZ tary Public-State of New York No.01 SW4506950 ()ualifled in Suffolk County my Commisslon Expires Oct.31,2021 Notary Public, County I 1 I 1 f �o��pF 50(/jh°lo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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: DATE ` /�— INSPECTOR�—( qf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLBG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELE AL (FINAL) REMARKS: W 7,, co AV�EAW., w* , /!��g voo, DATE INSPECTOR so courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: oz- ( OI� 4 DATE INSPECTOR FSO - ---- 0 UTyo6 # * TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1802 INSPECTION [FOUNDATION 1 ST NP [ ] 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: 44� 9/— SW, tV oA"IAV4- 6J6Ae,,-- "D DATE INSPECTOR �����OE 5001y �o� olo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ];FOUNDATION UNDATION 1ST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING TMARKS: l DATE I leg yvw INSPECTOR OE SOU * # TOWN OF SOUTHOLD BUILDING DEPT. Co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -K-1 IAo., 4 (A Idl Q)ft� frA V// DATE INSPECTOR a0P SO UTd �o� olo f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION_ [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING I REMARKS: 1% W �j DATE �✓' INSPECTOR `o Flo # TOWN-OF SOUTHOLD BUILDING DEPT. °`�courme�` 765-1802 INSPECT N [ ] 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 TMARKS DATE l D INSPECTOR OF SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. coulm,��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ CTRICAL (FINAL) [ ] CODE VIOLATION plt,�5 [ ] CAULKING REMARKS: �WA bl�-bwg� r m �vl a� l Pr V ALyip - v gfton &-.f a�AWNA I4 �Li) Ark A av, w 4y\mu&ts:-;, DATE INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATIOI�N [ ] FRAMING /STRAPPING [ FINAL IV15 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ( �vm T • f� �h Muir • �� �v-& l r DATE o INSPECTOR SOUTyo� - # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) y ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE S l INSPECTOR�� 1- ' t t Dash Windows Of Long Island, 3 Drexel Drive Saks Order Bay Shore,lit 11706 6311 x`110 Date S.O.No. 0 0 6/7/2017 17266 Name/Address .� . $ b NASSAU SUFFOLK EXTERIORS I 119 COMMACK RD • �` COMMACK, NY 631-499-2900 OMS Ver.0002.28.00(Current) Product availability and pricing subject to change. Pagnutti residence loagwutti residence Quote Number.22 ILSS Architectural Project Number: UNOT SUMMARY The following is a schedule of the windows and doors for this project.For additional unit details,please see Line Item Quotes. V Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. v NUMBER OF LINES:7 TOTAL UNIT QTY:11 EXT NET PRICE: USD 59,135.00 LINE MARK UNIT PRODUCT UNE ffEm NET PRICE g1rV EXTENDED NET 1 back windows ElevatePRICE Casement 1,507.00 2 3,014.00 2 rearwindows Elev-1te Elevate Assembly 1,826:00 1 1,826.00 a 3 rear windows Elevate Elevate Assembly t 2,473.00 1 2,473.00 4 rear doors Elevate Sliding French Door 4,941.00 2 9,882.00 S rear doors Elevate Sliding French Door 6,068.00 3 18,204.00 6 rear doors Ultimate Sliding French Door 10,689.00 1 10,689.00 7 rear door Ultimate Sliding French Door 13,047.00 1 13,047.00 � s ^ 4 OMS Ver.0002.28.00(Current) Processed on:9/19/2019 7:06:08 PM Page 2 of 10 OMS Ver.0002.28.00(Current) Pagnutti residence Product availability and pricing subject to change. pagnutti residence Quote Number.1ZXILSS Architectural Project Number: LINE ITEM QUOTES The following is a schedule of the windows and doors for this project. For additional unit details, please see Line Item Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. Line#1 Mark Unit: back windows Net Price: 1,507.00 Qty:2 =1 Ext. Net Price: LUSDl 3,014.00 MARVIN° ✓� Stone White Exterior �. White Interior................................................................................................................. ... 7500 ElevateCasement-Left Hand................................................................................................................559.00 CN 3747 Rough Opening 37"X 47 5/8" Performance:Impact Zone 3 Stone White Exterior White Interior IG-1 Lite ....... ..................................................719.00 Impact Tempered Low E2 w/Argon Stainless Perimeter Bar White Folding Handle White Window Opening Control Device ... ..... .........................................123.00 Interior Aluminum Screen...... ...................................................................................... ........ ...31 00 Charcoal Fiberglass Mesh White Surround 4 9/16"Jambs Nailing Fin As Viewed From The Exterior With Clips Egress Information ***Note-WARNING:The Ultimate Casement Window Opening Control Device will not Width:27 15/64" Height:42 23/32" perform in coastal environments and should not be selected for products that Net Clear Opening:8.08 SgFt will be installed within one mile of a seacoast or other salt water source. Sash Limiters and Window Opening Control ***Note: Unit Availability and Price is Subject to Change Devices,when engaged,may reduce the egress opening dimensions of windows Performance Information U-Factor,0.31 Solar Heat Gain Coefficient:0 3 Visible Light Transmittance-0 5 Condensation Resistance.54 CPD Number-MAR-N-250-00872-00001 Performance Grade Licensee#898 AAMA/WDMA/CSA/101/I.S.2/A440-08 LC-PG55 914X1807 mm(37X71.5 in) LC-PG55 DP+55/-65 FL10197 Ultrex Fiberglass AAMA 624 Line#2 Mark Unit: rear windows Net Price: 1,826.00 Qty: 1 Ext. Net Price: USD 1,826.00 l Stone White Exterior MARVIN White Interior.......................... ... . ............................. . .. ..........150.00 2W1H- Rectangle Assembly Assembly Rough Opening 57"X 315/8" Unit.Al. ................................................ . ... ................................ 406.00 Elevate Casement-Left Hand CN 2931 t ' Rough Opening 29"X 315/8" IL AS Viewed From The Exterior Performance,Impact Zone 3 Stone White Exterior Egress Information Al,A2 White Interior Width.217/8" Height:26 23/32" IG-1 Lite... .... ................................... . ... ....325.00 Net Clear Opening:4.06 SgFt Impact Low E2 Argon OMS Ver.0002.28.00(Current) Processed on:9/19/2019 7:06:08 PM - Page 3 of 10 OMS Ver.0002.28.00(Current) Pagnutti residence Product availability and pricing subject to change. pagnutti residence Quote Number:1ZX1LSS Architectural Project Number: Performance Information Al,A2 Stainless Perimeter Bar U-Factor.0.3 White Folding Handle Solar Heat Gain Coefficient:0.3 Interior Aluminum Screen........................... ... .. ...................19.00 Visible Light Transmittance:0.5 Charcoal Fiberglass Mesh Condensation Resistance:55 White Surround CPD Number.MAR-N-250-00866-00001 ENERGY STAR NC Unit:A2.............. ................................................... .406.00 Performance Grade Al,A2 Elevate Casement-Right Hand Licensee#898 CN 2931 AAMA/WDMA/CSA/101/I.S.2/A440-08 Rough Opening 29"X 315/8" LC-PG55 813X994 mm(33X39 5 in) Performance-Impact Zone 3 LC-PG55 DP+55/-65 Stone White Exterior FL10197 White Interior Performance Grade Mull IG-1 Lite ................................ ... .. ........ ...............325.00 Licensee#898 Impact Low E2 Argon AAMA 450-06 Stainless Perimeter Bar LC-PG55 1803X1422 mm(56X71 in) White Folding Handle LC-PG55 DP 55 Interior Aluminum Screen............................. ... ......................................19.00 FL14133 Charcoal Fiberglass Mesh Performance Grade Overall Assembly White Surround LC-PG55 DP Standard Mull Charge.............................. ..... ... ..... ..................:.......................176.00 Ultrex Fiberglass- AAMA 624 4 9/16"Jambs Nailing Fin With Clips ***Note-Factory mulled Elevate Impact(IZ3)assemblies are certified to meet air,water,and structural requirements per AAMA 450 and HAMA/CSA/WDMA/101- I S 2/A440-Standards. ***Note: Unit Availability and Price is Subject to Change Line#3 Mark Unit: rear windows Net Price: 2,473.00 Qty: 1 Ext. Net Price: USD 2,473.00 MARVIN � Feature Mismatch:Window Opening Control Device li Stone White Exterior WhiteInterior................. .......... ...... .. . ....... ......... ......... ......... .................150.00 2W1H- Rectangle Assembly Assembly Rough Opening 57"X 47 5/8" Unit.Al.. ...... . . ...... . ....... ......................................................................................:........501.00 Elevate Casement-Left Hand CN 2947- Rough Opening 29"X 47 5/8" Performance:Impact Zone 3 Stone White Exterior VJA2 White Interior IG-1 Lite ......... ... ..489 00 As Viewed From The Exterior Impact Low E2 Argon Stainless Perimeter Bar Egress Information Al,A2 White Folding Handle Width:217/8" Height.42 23/32" Interior Aluminum Screen... 2200 Net Clear Opening.6.49 SgFt Charcoal Fiberglass Mesh Performance Information Al,A2 White Surround - U-Factor:0.3 Solar Heat Gain Coefficient:0.3 Unit:A2 ..501.00 Visible Light Transmittance.0.5 ... ..... .. .................... ........ .....................................:.................... . Elevate Casement-Right Hand Condensation Resistance.55 CN 2947 CPD Number:MAR-N-250-00866-00001 Rough Opening 29"X 47 5/8" ENERGY STAR:NC Performance:Impact Zone 3 Performance Grade Al,A2 Stone White Exterior Licensee#898 White Interior AAMA/W DMA/CSA/101/I.S.2/A440-08 IG-1 Lite............................................. . .489.00 LC-PG55 813X1603 mm(33X63.5 in) Impact Low E2 Argon LC-PG55 DP+55/-65 FL10197 Stainless Perimeter Bar _ White Folding Handle Performance Grade Mull White Window Opening Control Device................... ..........................................................................123.00 ................. ...... Licensee#898 Interior Aluminum Screen..... .......... ..............22 00 AAMA 450-06 ...... .... ..... .... Charcoal Fiberglass Mesh OMS Ver.0002.28.00(Current) Processed on:9/19/2019 7:06:08 PM Page 4 of 10 OMS Ver.0002.28.00(Current) Pagnutti residence Product availability and pricing subject to change pagnutti residence Quote Number:1ZX1LSS Architectural Project Number:. LC-PG55 1803X1422 mm(56X71 in) White Surround LC-PG55 DP 55 Standard Mull Charge.... . ..... ........................................... ....... ... ... 17600 FL14133 4 9/16"Jambs Performance Grade Overall Assembly Nailing Fin LC-PG55 DP With Clips Ultrex Fiberglass: AAMA 624 ***Note:WARNING-The Ultimate Casement Window Opening Control Device will not perform in coastal environments and should not be selected for products.th_a_t will be installed within one mile of a seacoast or other salt water source. ***Note-Factory mulled Elevate Impact(23)assemblies are certified to meet air,water,and structural requirements per AAMA 450 and HAMA/CSA/WDMA/101- I S.2/A440-Standards. ***Note. Unit Availability and Price is Subject to Change Line#4 Mark Unit: rear doors Net Price: 4,941.00 Qty: 2 Ext. Net Price: USD 9,882.00 MARVIN'Gl Stone White Exterior �.s White Interior.......................... ... ..................... .........................................272.00 Elevate Sliding French Door OX.......................... 2,228.00 CN 6068 Rough Opening 72"X 82 1/2" Performance-Impact Zone 3 Glass Add For All Panels .............................................................................2,062.00 Left Panel 4 Stone White Exterior White Interior IG-1 Lite Impact Tempered Low E2 w/Argon Stainless Perimeter Bar Right Panel Stone White Exterior White Interior Stationary Primary IG-1 Lite _ Impact Tempered Low E2 w/Argon As Viewed From The Exterior Stainless Perimeter Bar Egress Information White Interior Weather Strip Package Width-2917/64" Height:7637/64" Multi-Point Lock Net Clear Opening:15 57 SgFt Cambridge Handle Satin Nickel PVD Keyed Exterior Primary Handle Set. ... ... . .... 113.00 Performance Information Cambridge Handle Satin Nickel PVD Interior Primary Handle Set 113 00 U-Factor:0.3 Exterior Sliding Screen................................... 153.00 Solar Heat Gain Coefficient-0 28 Stone White Surround Visible Light Transmittance:0.48 Charcoal Fiberglass Mesh Condensation Resistance:54 ***Screen/Combo Ship Loose CPD Number-MAR-N-429-00758-00001 Beige Ultrex Sill/Beige Weather Strip ENERGYSTAR N,NC 49/16"Jambs Performance Grade Nailing Fin Licensee#981 With Clips AAMA/WDMA/CSA/101/I.S.2/A440-08 ***Note: Unit Availability and Price is Subject to Change LC-PG55 2413X2426 mm(97X96 1 in) LC-PG55 DP+55/-55 FL10956 Ultrex Fiberglass. AAMA 624 Line#5 Mark Unit: rear doors Net Price: 6,068.00 Qty:3 Ext. Net Price: USD 18,204.00 MAR1/�N` l Stone White Exterior L.- White Interior . .. ......................................... ..................... ........... .......... ...... . ...272.00 Elevate Sliding French Door OX............................................................................................................2,653.00 CN 8068 Rough Opening 96"X 821/2" Performance:Impact Zone 3 Glass Add For All Panels.....................................................................................................................2,750.00 Left Panel Stone White Exterior White Interior - OMS Ver.0002.28.00(Current) Processed on:9/19/2019 7:06:08 PM Page 5 of 10 OMS Ver.0002.28.00(Current) Pagnutti residence Product availability and pricing subject to change. pagnutti residence Quote Number:1ZXILSS Architectural Project Number. IG-1 Lite Impact Tempered Low E2 w/Argon Stainless Perimeter Bar Right Panel Stone White Exterior White Interior Q IG-1 Lite Impact Tempered Low E2 w/Argon _ Stainless Perimeter Bar White Interior Weather Strip Package Multi-Point Lock Cambridge Handle Satin Nickel PVD Keyed Exterior Primary Handle Set ...............113.00 Cambridge Handle Satin Nickel PVD Interior Primary Handle Set .............................................. 113.00 Exterior Sliding Screen.................... . .. ............................................:......... 16700 Stationary Primary Stone White Surround ; As Viewed From The Exterior Charcoal Fiberglass Mesh Egress Information ***Screen/Combo Ship Loose Width:4117/64" Height:7637/64" Beige Ultrex Sill/Beige Weather Strip qg/16"Jambs - Net Clear Opening:2195 SgFt Performance Information Nailing Fin With Clips Solar Heat Gam Coefficient:0.28 U-Factor:0.3 ***Note• Unit Availability and Price is Subject to Change _ _ _ •- Visible Light Transmittance:0.48 Condensation Resistance:54 CPD Number.MAR-N-429-00758-00001 ENERGY STAR N,NC Performance Grade Licensee#981 AAMA/WDMA/CSA/101/I.S.2/A440-08 LC-PG55 2413X2426 mm(97X96 1 in) LC-PG55 DP+55/-55 FL10956 Ultrex Fiberglass: AAMA 624 Line#6 Mark Unit: rear doors Net Price: `- 10,689.00 Qty: 1 =1 Ext. Net Price: USD 10,689.00 ' Stone White Clad Exterior MARVI N i Painted Interior Finish-White-Pine Interior. .. ...............................................................880.00 Ultimate Sliding French Door-OXXO Left Hand........ ....... ... 5,005.00 CN 12068 Rough Opening 144"X 82 1/2" - **Operator Panels Ship Separate ' d Performance:StormPlus IZ3 Glass Add For All Sash/Panels................................. ........ 3,713.00 Left Panel Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior _ Stat Active Inactive Stat IG-1 Lite As Viewed From The Exterior StormPlus Tempered Low E2 w/Argon Egress Information Stainless Perimeter Bar Width.57 15/32" Height-77 19/32" Ogee Interior Glazing Profile Net Clear Opening:30.97 SgFt Left Center Panel Performance Information Stone White Clad Sash Exterior Product Performance Information is currently Painted Interior Finish-White-Pine Sash Interior unavailable in the OMS for this product and IG-1 Lite glazing option. To request product performance StormPlus Tempered Low E2 w/Argon information not in the OMS,contact your Marvin Stainless Perimeter Bar representative or submit an Assistance Request. Ogee Interior Glazing Profile Performance Grade Right Center Panel Licensee#704 Stone White Clad Sash Exterior AAMA/WDMA/CSA/101/I.S.2/A440-11 Painted Interior Finish-White-Pine Sash Interior LC-PG50 4851X2426 mm(191X95.5 in) IG-1 Lite LC-PG50 DP+50/-55 StormPlus Tempered Low E2 w/Argon FL4939 Stainless Perimeter Bar Paint Specification Ogee Interior Glazing Profile Clad Exterior Color: AAMA 2605 Right Panel OMS Ver.0002.28.00(Current) Processed on:9/19/2019 7:06:08 PM Page 6 of 10- OMS Ver.0002.28.00(Current) Pagnutti residence' Product availability and pricing subject to change pagriutti residence Quote Number:1ZXILSS Architectural Project Number: Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior IG-1 Lite StormPlus Tempered Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile Traditional Handle(s) 2 Point Multi-Point Lock on Active Panel Satin Taupe Active Exterior Handle Set on Active Panel Non-Keyed. :...... ....95.00 Satin Taupe Active Interior Handle Set on Active Panel Satin Taupe Inactive Exterior Handle Set on Inactive Panel...........................................................95.00 Satin Taupe Inactive Interior Handle Set on Inactive Panel Exterior Ultimate Sliding Screen w/Roller Asse_mbly............. .......... ......... ...... 83000 Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose High Performance Ultrex Sill - Beige Ultrex Sill Beige Weather Strip 4 9/16"Jambs AL Nailing Fin ...... 7100 ***Note-Reference the installation instructions for StormPlus certification- requirements. ***Note, Unit Availability and Price is Subject to Change Line#7 Mark Unit: rear door Net Price: 13,047.00 Qty: 1 T Ext. Net Price: USD 13,047.00 �94�V�N � Stone White Clad Exterior t..r Painted Interior Finish-White-Pine Interior...... .... . ......... ... 88000 Ultimate Sliding French Door-OXXO Left Hand..... .........................................................................6,184.00 CN 16068 Rough Opening 192"X 821/2" a p **Operator Panels Ship Separate Performance:StormPlus IZ3 Glass Add For All Sash/Panels... ..... ........................4,813 00 Stat Active Inactive Stat Left Panel As Viewed FromThel5derior Stone White Clad Sash Exterior Egress Information Painted Interior Finish-White-Pine Sash Interior Width-8115/32" Height.77 19/32" IG-1 Lite Net Clear Opening:43.90 SgFt StormPlus Tempered Low E2 w/Argon Performance Information Stainless Perimeter Bar Product Performance Information is currently Ogee Interior Glazing Profile Left Center Panel unavailable in the OMS for this product and glazing option. To request product performance Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior information not in the OMS,contact your Marvin representative or submit an Assistance Request. St-1 Lite Performance Grade StormPlus Tempered Low E2 w/Argon Licensee Performance Stainless Perimeter Bar AAMA/WDMA/CSA/101/I.S 2/A440-11 Ogee Interior Glazing Profile ; Right Center Panel - _ - LC-PG50 4851X2426 mm(191X95.5 in) Stone White Clad Sash Exterior LC-PG50 DP+50/-55 Painted Interior Finish-White-Pine Sash Interior FL4939 -1 LitePaint Specification St Clad Exterior Color- AAMA 2605 Stainless Perimeter Bar Ogee Interior Glazing Profile Right Panel Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior IG-1 Lite StormPlus Tempered Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile Traditional Handle(s) - 2 Point Multi-Point Lock on Active Panel Satin Taupe Active Exterior Handle Set on Active Panel Non-Keyed . ..........................................95.00 Satin Taupe Active Interior Handle Set on Active Panel OMS Ver.0002.28.00(Current) Processed on:9/19/2019 7:06:08 PM Page 7 of 10 OMS Ver.0002.28.00(Current) Pagnutti residence Product availability and pricing subject to change. pagnutti residence; Quote Number:1ZXILSS Architectural Project Number: Satin Taupe Inactive Exterior Handle Set on Inactive Panel..............................................................95.00 Satin Taupe Inactive Interior Handle Set on Inactive Panel Exterior Ultimate Sliding Screen w/Roller Assembly..;.... ....... ........ .. ....... 89800 Stone White Surround Charcoal Fiberglass Mesh 'Screen/Combo Ship Loose High Performance Ultrex Sill Beige Ultrex Sill Beige Weather Strip 4 9/16"Jambs ALNailing Fin .................................................................................................................:..:.82.00 ***Note Reference the installation instructions for StormPlus certification requirements. ***Note _Unit Availability and Price is Subject to Change Project Subtotal Net Price: USD- 59_,135.00 0.000%Sales Tax:USD - 0.00 Project Total Net Price: USD 59,135.00 OMS Ver.0002.28.00(Current) Processed on:9/19/2019 7:06:08 PM Page 8 of 10 DCQ� a n � MAY 1 5 2019 ACCEL ' POLYURETHANE SYSTEMS ," A COMPgNY Insulation CdfflffdWfr This form must be filled out and posted to comply with building code requirements. Meets IRC Sections N1101.3,N1101.41,and N1101.8 requirements. The following spray polyurethane foam product(s)has/have been installed: [ ] Bayseal®OC Open-Cell Spray Foam Insulation [ ] Bayseal®OC HY Open-Cell Spray Foam Insulation [x ] Bayseal®CC X Closed-Cell Spray Foam Insulation [ ] Quadfoam 500®OC Open-Cell Spray Foam Insulation [ ] Quadfoam Natureseal®OC X Open-Cell Spray Foam Insulation [ ] Quadfoam 2.0®Spray Foam Insulation Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R314 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area ALL ROOF R- 14 At 2 inches Sloped Ceilings R- At inches Walls (Location): ABOVE GRADE R- 14 At 2 inches Walls (Location): R- At inches Floors(over an unheated crawl space) R- At inches Crawl Space Perimeter R- At inches Basement Exterior Walls R- 14 At 2 inches Other (Location): BASEMENT CEILING R- 14 At 2 inches *Nominal thicknesses are representative of field,spray-applied foam material lobsite Address: 57475 RT 58 GREENPORT NY Date of Insulation: NOV.2018 Building Contractor: DECKS UNIQUE Insulation Contractor: CARY INSULATION Insulation Contractor Phone: 6312189350 Installed By: JAVIER ORTIZ AND SEAN CONNOLLY INSULATION CERTIFICATE-DO NOT REMOVE -Please Post Near Electrical Panel- Accella Polyurethane Systems 2500 Adie Road Maryland Heights,MO 63043 (314)432-3200 www.accellUoingethane.com N� EW YORK HOME ENERGY SOLUTION, INSPECTION OWE D Pa's S A'3 L M AY 1 5 2019 DATE SI O ENERGY STAR APPLIANCES BUILDER ❑ Refrigerator Kwh eV. Address S 1-1 -I ❑ Dishwasher ❑ CW ❑ Oven PPM /r � �.S �" �pl� Vii✓ �a 47. ,TPP Ln L2 0 V�' 4 Bath Fan CFM ❑ ERV CFM i✓L`��-�� Lot# Model 2f Boiler S AFUE PPM Orientation S ❑ Furnace �AFUE PPM Foundation: ❑ Slab ❑ Crawl YFUII ❑ DHWIiJ ndirect PPM Draft Fuel Type: ❑ Gas ❑ Oil Propane A/C Tons SEER #Systems Window U SHGC GSHP Tons BTU 1F,1.,e e vvt TZA 1(\,S >Ac TESTS: CAZ TESTING: TZ�- I !� 3 d A Blower.Door I b CFM 2 .33 N-A Base L_- Test-«• Draft @ Flue 10 Ducts 0 41 1st FL 2nd FL CFM Fan Simulated 1<0 CFM Missing I � f%./ Gas Leak ❑ Y ❑ N Where Venting Type N S ✓ M 2'I GL 011 '-j W'S Comments: �"I Ck fi 2 " LL 11 �L•�Pr�i . J1-2,78 CMZ A.IA 7—N 1\/ 'Z 4 1 I Sm+rJ7 A /Z1 HES Representative Date Site Representative Date Note:The inspection result/status represent the result of the inspection process only and does not reflect the final certification status. I Building Envelope and Duct Tightness Report 2010 Energy Conservation Construction Code of New York State sections 402.4.2.1 and 403.2.2 Address of Test 57475 County Road 48,Greenport Test Date 5/10/2019 Building Permit#: 42862 Compliance Pathway Performance Test Completed by: Christopher Silvia1 � SNET Rater ID# 4150294 Home Energy Soluti � � s NATE ID# 187 East Main Street ICC ID# Huntington,NY-117 MAY 1 5 2019 BPI# 631-673-0664 Building Envelope Tightness r� iLs,^ g®WN OF S� Volume Calculation: Check if- Floor fFloor Area Height Volume Conditioned Basement Basement 173 1730 ❑Conditioned Crawl Space 1st 1514 13626 ❑sealed Attic 2"d 1499 13491 3`d 0 )Attic 9680 Total Volume 38527 CFM @50 pa 1498 Air changes/hr@50 pa 2.33 o Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Basement Duct Location Basement --------•---•------------- Floor Area 173 Leakage CFM @ 25paCFM/100 ftZ CFA Code Compliance: Exempt System-2: 1st Floor Duct Location Attic .......................... Floor Area 1514 Leakage CFM @ 25paCFM/100 ftZ CFA Code Compliance: Exempt System-3: 2nd Floor Duct Location Attic ------•------------------- Floor Area 1499 Leakage CFM @ 25paCFW100 Y CFA Code Compliance: Exempt Building envelope tightness has been verified using the Instruments and procedures specified in ASHRAE/ASTM E779 as required by the NYECCC 2010, Section 402.2.1. The building duct and plenum system has been verified using instruments and procedures specified in ANSI/ASHRAE 152 and ASTM E1554 Test Method A as required by the NYECCC 2010,Section 403.2.2. Signature: i Date: Christopher Silvia,Home Energy Solutions P (631-).650-6666'- F 631-).650-6666"F (631) 650-6667 - , , '� ' , , ; - ...; .• , ' TODD O'GONNELL WWW.tocarshiteCts.00111 ARC Hj T E CIT P todd@tocarch itects.com ' Wednesday, February 26,--2020 , Town of,Southold" Building Department - 53905 Main Road.. .' ` Southold, NY 11971 " Re:,. ,- Lou-Pagputti ' 57475,RtA8 ' Greenport, NY 11944 To whom it may concern: -I Todd &Connell, have inspected the insulation"at the'above'-referenced property,and certify that it has been installed in accordance with the'Town of Southold approved pla'ns,'2015 IRC; New-York State ' Supplement an&2015 International Energy Conservation Code. - _ Please feel free,to,contact o.'ur office with any questions or,concerns you`'may'have. i ery-f iyy' ur` ' - ,: ,- i ' , • - , ; -, ,, „ . ,. ;, , ' - ., , .; ,12 , . - - p;AP Todd onnell,AIA TOC:jgw "," , - `� Nom. -� f 02792 •ta F "t t,- N t. _ xJ 3'• a� •Ix.c: .3t } yvGw.'a.`.4 ivq; � i `3 1YIre, y �� �,'It Ih \1p \ n ;,dt �''G�k�R� � !/ •��, tee. R r �i► \` � ��rle- t4�,' t`Ytj/3i , 77 l�;�1ViyiFji ly •!,�4��.. .?$��y��ry"A!sy. �`� �, :tYr"�l �,. '/�'�,,'�dr ;1��• !- ta�� � ��• .. Qjr \ �'. `j !''j,� �'sd�'t .R �•d,.�'� !V' } �!F3'. '� '-1aa 4•ie� / '^. •i.,a' il,.f -. �\ ,�'fi�a�' 4a a ►� '�*�yrr,�1� � �t ��^ ii -a, y-J' t���, r � i niz \K�..,, a .!''7 '�:�y , fid �4�.��l+ 11s, �k �•. .f�'1,n►��lr�, �� t-• \ d , 3ftw ♦�a?,4' 3a'�► ! 7 �l4 J•F.t' htt?. ��K ,! /,� ry .", \.,.o.` in f 41 ip / xi � • ��� "y -•- �\� .'�-err � - - � � r !` `r •_ _., - ply � � � _ __ _\ '_ _ �. __. -� - ` a t l i r •� � ��/t �/ /r�-_, 1 `- - � f I j is � ��- i �- ;, � �_� � --�-_� .�.,,,�� 4 ,.. ��-� � , r 1 ^��---- �-- r � / -�'" �/ � �, j ,� _ ���/E I` I � I i 1 � '�, � ' i. .,�- _ - - � ,( �' , ,'-' , � � T �. ,� � ,� � I r ' l'� �� f � r � `�' ���� ,' - ,.�`� - °f��� I �. i - I I i jj+ ��r aw aw 40 a� w 1 / 1 • • • • �� CONMENTS i l �n <o� ROUGH FRAMING PLUMBING � - INSULATION PER N.Y-. -Mt AIR STATE ENERGY CODE Kim MA-AUNJ .�►- . � _ � his fw i IL OR "WAR _ r Qr - ra / cti i ' FAX: (631) 765-9502 iry Southoldtownny.gov PERMIT NO. a-- Check Septic Form --N.Y.S.D.E.C. I —T-Fustees , ---E:O.Application Flood Permit Examined 20 D Single&Separate truss Identification Form JUN 2 7 2018 storm-Water Assessment Form Ladl / Contact: ` �'Approved20 " vJ;UMDINGDEPT. �vl�tt�o V� P-1/1fDisapprov -7Gr Phone: �p j1 •�Z�' �p- 0v Expiration d 20 to Inspector APPLICATION FOR BUILDING PERMIT Date 20–L INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the erasion of the permit for an addition sixmonths.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuanc of a BuildkPe * uant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and oth applicable ces or Regulations,for the construction of buildings,additions,or alterations or for removal o demolition abed.The applicant agrees to comply with all applicable laws,ordinances,building code,hour' code,and regadmit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a co oration) (Mailing address of app icant) I(q G 3 State whether applic nt is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Wmvord.4 Name of owner of premises1-=61,us "-t l,L . (As on th 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. b. Intended use,and occupancy Q� j Cf(-_�A �- 3. Nature of work(check which applicable):New Building `�Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost t5b If 00 l) Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entir new construction: Front RearZ• Depth `7'�•• Z Height 3 3 3 Number of Stories - 2.9. Size of lot: Front 100 • �� Rear 12(P• Z7 Depth 414. cl t / 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES 9XNO Will excess fill be removed from premises?YES NO 14 At lc..K alc•-(e ed, / 14.Names of Owner of premises 4 f.�.�Address Co emj2,4 cls. Phone No. L�� ' `'/33 ' 5c 7-7 Name of ArchitectAddress 12" Vt/S w Phone No b3/ CO • Name of Contractor LDI.44' L-e Address _ . Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS,MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES ✓✓ NO *IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. U 17.If elevation at any point on property is at 10 feet or below, must provide topographical data on su .• �o; Ri•' : y 6262503IED %. IN 18.Are there any covenants and restrictions with respect to this property? * YES NO :°r, 4UAL�FCO N Z i -:S SUFFOLK COUNT!; ` *IF YES,PROVIDE A COPY. ` `: oQMsiz Xp :' . STATE OF NEW YORK) SSC A COUN,TYf OFJ (.kV being duly sworn,deposes and sa s that(s)he is the applic t (Name of individual signing contract)above named, ` (S)He is the / ,Lyl(� Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and thahe work will be performed in the manner set forth in the application filed therewith. l'0 Michael J.Domino,President O��QF SU���Ol Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G • Telephone(631) 765-1892 Greg WilliamsOOU 'O Fax(631) 765-6641 N'f`I,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9221A Date of Receipt of Application: April 20, 2018 Applicant: Louis Pagnutti SCTM#: 1000-44-2-5 Project Location: 57475 Route 48, Greenport Date of Resolution/Issuance: May 16, 2018 Date of Expiration: May 16, 2020 Reviewed by: Board of Trustees Project Description: To demolish existing dwelling and foundation and fill in area to grade; move fill from new foundation located upland to fill area of demised foundation with any excess to be removed from property; to conduct construction activity within 100' from landward edge of wetlands for the construction of a single-family, two-story dwelling with deck on seaward side; abandon existing and install a new sanitary system landward of Trustee jurisdiction; install gutters to leaders to drywells on the new dwelling; and to install a new gravel driveway. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Todd O'Connell, AIA , dated May 14, 2018 and stamped approved on May 16, 2018. Special Conditions: To establish and perpetually maintain a 10' wide non-turf buffer running along the existing sea wall. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold'Town Code, a Wetland Permit will be required. This is not a determination from any other agency. e Michael J. Domino, President Board of Trustees Michael J.Domino, President �OF SU(/rTown Hall Annex John M. Bredemeyer III,Vice-President �� �� 54375 Route 25 O P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone (631) 765-1892 Greg Williams �Q Fax(631) 765-6641 'rouff BOARD OF TOWN TRUSTEES Q lag TOWN OF SOUTHOLD �. L ® 9 2019 CERTIFICATE OF COMPLIANCE RTJMD -DEFTc TO';^i OF SOU-iHOM # 1574C Date: May 24, 2019 THIS CERTIFIES that the demolition of existing dwelling and foundation and fill in area to grade;move fill from new foundation located upland to fill area of demised foundation with any excess to be removed from property, to conduct construction activity within 100' from landward edge of wetlands for the construction of a single-family, two-story dwelling with deck on seaward side; abandon existing and install a new sanitary system landward of Trustee jurisdiction, install gutters to leaders to dMyells on the new dwelling; and to install a newrg avel driveway; At 57475 Route 48, Greenport Suffolk County Tax Map #1000-44-2-5 Conforms to the application for a Trustees Permit heretofore filed in this office dated April 20, 2018 pursuant to which Trustees Administrative Permit#9221A Dated May 16, 2018, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling and foundation and'fill in area to grade; move fill from new foundation located upland to fill area of demised foundation with any excess to be removed from property; to conduct construction activity within 100' from landward edge of wetlands for the construction of a single-family, two-story dwelling with deck on seaward side; abandon existing and install anew sanitM system landward of Trustee jurisdiction; install gutters to leaders to drywells on the new dwelling; and to install a new gravel driveway. The certificate is issued to Louis Pa nutti owner of the _ aforesaid property. r Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY,&Stony Btook,50 Circle Road,Stony Brook,NY 11790 T (631)444-0365 I F (631)444-0360 vwvwdec nygov LETTER OF NO-JURISDICTION February 28, 2017 Mr. Lou Pagnutti Re: Application ID 1-4738-04518/00001 19 Annandale Road 57475 CR 48 Commack NY 11725 Greenport SCTM # 1000-44-2-5 ARNO-DEP Dear Applicant. Based on the information your agent submitted and additional New York State Department of Environmental Conservation (DEC) information, DEC has made the following determination The portion of the referenced property located landward of the functioning concrete seawall more than 100 feet in length and constructed prior to 8/20/77, as evidenced on Tidal Wetlands Map# 718-552 and Infrared Photograph #341, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward of the jurisdictional boundary indicated above. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within the DEC's jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve yourtrespo,sibility`of obtaining any necessary permits or approvals from other agencies. 4 Uery, JoJli A. Wid n Deputy'Permit Administrator JAW/m rp CC. Todd O'Connell, AIA Marine Habitat Protection File NEWYORK Departmentof STATL Or OPPORTUNITY Environmental Conservation :r Scott Al Russell °Su� ST�O R I��7MAT]E]k 1 � SUPERVISOR z AMIAN A\�G IENUEN T SOUTHOLD TOWN�HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d i CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JUN 2 9 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ QA. Cl aring, 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 : wi,hin any parcel or any contiguous area. ❑C C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[g"D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. } ❑[ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square f eet or more, unless prior approval of a Stormwater Management C*rol Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answe ed NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, C ntact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answe�SO4ES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a compl ed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Prope y Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date _ District NAME: �e�� tf t ✓l 01- NAME- ?/ w'.a Section Block Lot Z hA-� 22Ms"°""' FOR BUILDING DEPARTMENT USE ONLY Contact Information 4✓1 f�J2 " (PI--too rrckpho"c Nw bcd Reviewed By: ja-i- - - - - - - tt 01 Date: Pro erty Address / Location of Construction Work: — — — — — — — — — — —— — — — ,,// Approved for processing Building Permit. St rmwater Management Control Plan Not Required. 1 Stormwater 2efn�DVIrY '�`i T Management Control Plan j,,,Required. T� (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 f APPLICANT: S.C,T.M.�'; ]OOO Ipropertp Owner,Design Professional,Agent,Conrnctur,other) —�� —. 5 �. C ER 236 r yL1 d2. os Stormwater Management ontroI Plan CHECK LIST NAME: Section Block Lot x S M C P -Plan Requirements; Provide 011E copy of the Building Permit Application. {' Date; �c The applicant must provide a Complete Explanation and/or Reason for not providing all Information that,h' been Required by t�e fol,Lwg_CheckhstL_________—�___. I, A Site Plan drawn to scale Not Less that 60' to the Inch MUST YE If You answered No or NA to any I* Please Provide Justification Here! Show all of the following items: NO NA If you need additional room for explanations, Please•Provide'additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage, c. Existing- Natural& Man Made Features within 500_LF, of the Site Boundary as required by §2a6-ivc&. d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water, 11 11 e, Limits,of Clearing& Area of Proposed Land Disturbance. I&E f. Ex-istIng & Proposed Contours,of the Site (Minimum z Intervals) tt. g, Location of all existing & proposed structures, roads, till driveways,sidewalks, drainage improvements&utilities. , h. Spot Grades& Finish Floor Elevations for-all existing'& proposed structures. D 1. Location of proposed Swimming Pool and discharge ring. Pilo""'ON at j. Location of proposed Soil Stockpile Areas. 1 k. Location ofproposed Construction Entrance/StagingArea(s). Shall ineltid, L Iful 09 limited to: I. location of proposed concrete washout area(s). A wel!111dilltdilivu Consfruction Entrance, M. Location bf all proposed.erosion&sediment control measures. WI,L. BdLk a blitengin ,stabilization 2. Stormwater Management Control Plan must include Calculations showing irt8 exposed and o- 1 [hal rhe Stormwater improvements are sized to capture,store,and Infiltrate on-aite the run-off from all impervious surfaces generated by a two(T)inch I V III IIIr rainfall/storm event. DRAINAGE INSPECTION A 3. Detalls&Sectional Drawings for Stormwater practices are required for approval, Contact TOS FnginerAringlat _ Items requirinq details-shall include but not be limited to: de i a Erosion & Sediment Controls. b. Construction Entrance & Site Access. g the , c, Inlet Drainage Structures (e.g,catch basins,trench drains;etc.) d Leaching StructVes (e.g. infiltration basins,swales,etc.) F(Xf ENCI1NEL '11\1 NEPA[ 1' USE ONLY I -- - Additional Information'is Required, - Revie%ved & I Stormwater Manageme t Control Plan is Not Complete. Approved By — — - - — — — — — — — — — — — Stormwater ManagemePt Control Plan is Complete, Date: (O g- ,� SMCP has been approved by the Engineering Department. f 1 t FORM " SWCP Check List-TOS MAY 2014 i UILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD - Z g 2018 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-,0959 �ix � GE-1 T� ephone (631) 765-1802 FAX (631) 765-9502 ODU roper:richertOtown:soutiiold.ny:Us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: G � �o�V�- _ -- Date: Company Name: - - het + �cx,� 1�t�;A.I 1� t✓L� _-- -_ _- - Name: License No.: -email: Address: _ \ v�r� ' S�- AJ` . Phone No:: —IG '3'Z? _(�'�?7-- - -- _ -- JOB SITE INFORMATION: (All Information Required) Name: - Address: - Cross Street: A16�— Phone No.: 63 1 - '-i - Bldg.Permit#: !-a, (nom- - email: ��►�---e lcf 4�1 J b w c� Tax Map District: 1000 Section: Block: _- Lot: BRIEF DESCRIPTION OF` ORK(Please Print Clearly) t)A 'df- Circle All That Apply: IN Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On _ k"temp Information: (All information required) ice.Size 1 P 3 Ph Size: . Ob A #Meters.=�-Old Meter# _ d nder ro nd - Overhead Servi - Fire Reconnect- Flood Reconnect Service Reconnect° E�nderground Laterals 1 2 H Frame Pole Work_done on Service?_ Y N` AdditionaIInformation = = - -- PAYMENT'DUEWITH APPLICATION 0"9A �3 s 0101 Ole _ 82-Request for Inspection Formals A--�-Vj�C) O BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD �► Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0919 ���� Telephone (631) 765-1802-FAX(631) 77.,-9502 Temporary Certificate # 193/ Date ' Z 2018 Customer Name AGN Electrician Name �tApeyl Address 2L.5_ C s2 $ 6!2c4l• Phone 'rj4- 32Z-(,,,6q7 e-mail e-mail seGr��Sur.�� r��L CG G'J 64/�.G°�pti Phone License# SizeA Phase Overhead Underground 4v4-) #of Meters E Remarks #of Underground Laterals 1 2 New ° "H" Frame or Pole P Fire Reconnect Was work done on Service? N Flood Reconnect r' Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for da s date above. Authorized by Y Ot Town Hall Annex Telephone(631-1802 54375 Main Road -c G Fax(631) 734-9502 P_ O Box 1179 oN Southold. NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date-- Owner: — ate:Owner: Lokjt S 90- Location of Property: S3tq-A-5 A8 Please take notice that the (check applicable line): New residential structure Addition to existing residential s(rucfure Rehabilitation to an existing residential structure - , to be constructed or.performed at the subject property reference above will rttilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction(PW) Timber construction (TC) in the following iocation(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof flaming (FR) Signature: .Name (person submitting this form): " Loo .?°A-C7, .wf•ti Capacity(check applicable line): Owner f Owner representative TrussResReQ15.docx Effective 0112015 6" DIAMETER --- ------------- ------ --- --- ----- --------- - - - - REFLECTIVE RED---- - ROMAN ALPHANUMERIC -PAN TONE --------- - -------3ESIGhIh?TIOIe-OF i,014STRlit;Ti%id (PMS) #187 _ TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN- REFLECTIVE WHITE 112" STROKE --- ..---- - -•- at�si�u�r�oi�i�o�'seit6i�rititdt• -- ---- . _ ___—_---- '----- .'' --- CONtPONENT.S THAT ARE'OF TRUSS CONSTRUCTIION "F" FLOOR FRAMING,IN,CI.UDING -- GIRDER A'I�I13 "R- ROOF FRAMING "FR" FLOOR AND ROOF VRARft 66 TRUSS MflFIGUON SIGN A FLIAICE-1AliTH 19-W.MRPART:126&8 "IV►slf"' EXNVPLE TRUSS IDENTIFICATION SIGN IDATEWM 005 � -- -- NEW YORK STATE DEPARTMENT OF STATE 4 ,• !Y _ DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION- - Kenneth Stenger Senior Supervisor n a t i o n a l g r i d Customer Connections Department June 28, 2018 Louis Pagnutti 19 Annandale Road Commack, NY 11725 E-mail: LOUP@DECKSUNIQUE.COM National Grid WO#: T102089457 Service Address: 57475 Route 48 Aka: N Road Greenport, NY 11944 To Whom It May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"811", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If 1you have any further questions, kindly contact me at 631-348-6150. Respectfully, "24'" Z4:�: Kenneth Stenger Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood,NY 11795 T:631-348-6150 F:516-545-2333 kenneth.stenger@nationalgrid.com www.nauonalgrid.com Louis and MaryAnn Pagnutti 57475 Route 48 Greenport, NY 11944 Lou Cell 631-433-3977 Mailing Address: 19 Annandale Road, Commack, NY-11725, i 1 OCT 3 1 2019 fir 10/24/19 A To Whom It May Concern: My name is Louis Pagnutti and I am writing in regard to my property at 57475 Route 48, Greenport, NY 11944, permit riumberA. �Qy � I am requesting a six(6) month extension of my permit to allow time to resolve issues I have encountered. Thank you, in advance,for your consideration. Sincerely, Louis Pagnutti Louis and MaryAnn Pagnutti 19 Annandale Road Commack, NY 11725 Lou's Cell—631-433-3977 RE: 57475 C.R. 48 Greenport, NY 11944 MAY 1 0 �20 John, As per our conversation, I am dropping off the items you requested in order for me to obtain the final C.O. for my house, located at 57475 C.R. 48, Greenport. This paperwork includes: New Plans with finished basement Certified Insulation Certificate Sales Invoice,verifying impact glazing Pictures of outside basement banister VFR sticker Finished basement/Covered Insulation All other paperwork should be on file with your office. Please let me know if you need anything else. - Thank you. Sincerely, Louis Pagnutti ,l MAY 19 2020 57475 C.R. 48, Greenport GRAVEL S'DIAMETER z S'DEEP, PRECAST CONCRETE LEACHING RING. L 2 RE-BARS: STEEL PICKETS OR ..^^ VI ' 2" x 2" STAKES 1.5' to 2' IN GROUND. z III- DRIVE STAKES FLUSH WITH TOP OF } ®VIII HAY BALES. 3 =I ANCHORING DETAIL ° _ 1w�, o�°� 5 � �pO Q � - STRAW BALE DIKE DETAILS �p J�Q~WN } , N�� O Hw�xz�F�Ftn i SCALE: NTS j 7- 2 V F- F Z L to}F q U�0%3UCkCi Y °ZFJza°=z w V _ Yy ° 0 F3Q�S1H°Qm1=� V Qyo°F ` �pp QId WF W Q�pId [p QInw U~010 WORD �. 50' MIN. BUT SUFFICIENT TO KEEP ' °p w V D 1~� SEDIMENT ON SITE V O O Q)N O Z HAY BAIL AND/OR W L: z J J 3` 2( SILT FENCING V-� p� i[O Q. ILL aLLI LZ LL. z4 � ° OJ la LL '•i�;.+ '•S:c' x'15 [.:.^'.. .. ..•t� . .,, �� 9 Ld 00 Ld ;,,' ;s, ,tt ter, �'..v';•,,' ,+•, C R :X k �'�•�,.� -; iii ,�•�. ,'•- .. '< x." i• ii`. O CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED RCA FILL T01 B"(Mtn.)ABOVE EXISTING GRADE FOR DRAINAGE I PLAN VIEW r EXISTING GRADE R 0 A D s' CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED 3/4'STONE BLEND OR N Y.STATE D.O.T.APPROVED R.CA HAY BAIL AND/OR I FILL T018"(Min)ABOVE EXISTING GRADE FOR DRAINAGE SILT FENCING •;5 CROSS SECTION lu,, II '' t TEMPORARY CONSTRUCTION ENTRANCE d- SCALE: NTS LU ±;+ APPROVAL OF STORMWATER MANAGEMENT COMTROL PLAN -T Code Ater 23fi ^ l iL Z Date: ?-1074— Approved 107 4 T Approved by: r I O jll0- ••` EROSION &SEDIMENT CONTROLS Shall include but not be limited to., A well maintained Constructibrn Ent!'Ahce, OL Wire Backed Silt Fencing, stabilizatiod & Seeding of exposed and/or Inadtive smug, DRAINAGE INSPECTIONS ARE REQUIRED OL 4 Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification o W P� that the drainage has been installed to Code. 0 ' r Z n O < z r aJ lu _71 J Q Q :e i - x 51 TE PRA I NAC u (DW-1) ROOF AREA I: RUNC a81 5Q.FT. x 211 163.5 °3= LONC 15LAND 12 U5E V0 x 4 DEEP DRAIN-1 SOUN17 + (DW-2) ROOF AREA 2: RUi` 7.4o/z, 650 5Q.FT. x 2 Oct11 �� =108.3 C 12 U5E 8'(P x 4' DEEP DRAIN•1 (DW-3) ROOF AREA 3: RUT r-L000 ZONE ® 615 50.FT. x 211 102.2 '( 10 FT. ALONve 16 'AHALL ' STEPS 'O8 '' AwALL U5E V(P x 4' DEEP DRAIN ] � . CoNC "boc '4jYaLL + NOTF-5: eov 1. BOTTOM OF DRYWELL 'r + �� Lo��2 ABOVE AVERAGE GROUNC 2. BOTTOM OF DRYWELL COASTAL ER0510N HAZARDLIE 2 ' PENETRATION INTO RATER r-LOOD ZONE ` p 5. DRYWELL5 MUST HAVE N loo FEET ZONE x + PERMIABLE MATERIAL AR + fE INSTALLED ` m IRI I I EN APPROVAL - + , + N®RM o . ;ON515T OF ` ALL 5HRUBS I - ALLOW FOR TION. �+ \\�. ,` ADJACENT \ RES I DENGE \ `� (IMPROVED) iI �Eii, ; it ii� ilj ,11:1 \ . �r ' T ON PUBL I G WATER 1025'SETBACK ADJACENT ` \ SROM C.E.HL. RE5IDENGE `` _ — _ T� ii�ii;) ce.LAR d PUBL I G WATER maw 1 1 1 6,LGOW ABO I! 2 STORY 4 �O.0""` Rl5IGBiOG % 1 500 BALLON*ROrAt!TASK �w CANS TIG="a OR161NALLY , i� gNh2 roRnco J rLo SANITARY A YOST� SEM ( \-:A / 1 ; TES HO SOIL STOCK EL. I I FILE AREA \+ , `LOT AREA: \ UT1L. 8,4 4 SOFT. Q FOLA. .�52 AGRE5 ; C4 a ABANDONED \-CLEARINS LIMITS WELLiLN a � � \ CONSTRUCTION (00 0000, ((j .y�p 'LOT PLAN COVER TO GRADE 522EC OF WORK: DSTwI oP TION. BOTTOM r POOL OSH19e A MINIMJM OF S'ABOdL' z 2 STORY RESIDENCE AGGOMMODATIN6 SEASONAL��WATER ION ID�'T 1s Lem I. A TOTAL OP 4 BEDROOMS. REQUIRES 2.SHOW AREA FOR W%EXSPANSIoN OF THE LEAC44IND FINISHED GRADE SEPTIC TO BE 1000 GAL. SEPTIC, TANK S.FOOLS.U 1000 ISALLON RLIN ,�PFMAST GONGRBM ry C4 MIN. CASTING I PNLET DQ !Y6 WITH (S) 014)X5, DEEP LEAGI IIN6 POOL. SEPTI4.USE(5) IAM e"W.WHISH PRECAST GONORi:^tE TO BRADS PITCHED�',I' ARCHITECT 0 D D OT E O N NP C 80 _ 4 �3 o LONG ISLAND �WASTE P A COVER. z" - THE DISTRIBUTION POOL AS H1BH AS POSSIO.e m TODD O CONnIELL,AIA GO�y�ID '1•ALL GROs9-0VC¢PIPGS ARI:T EE�TRAI®H1 4' _ -* - ' _ __ ___i }200 Veterans Memorial Highway `1 DIM�IflI P/C,3DR 93,WITHOUT DROP'T'9 AND MUST�' p `tn,...,,....,.,_.,'.m.. {,. - w.�- ---x- I + lk I I LEVEL,I j'ABOVE THE BOTTOM OF THE LPV SANG RM99. D.BAOWILL MATERIAL SHALL BE COARSE SAND AND BRAVE.. '0 ` ' �". Oc66661_T`s13% 4.SLABS SHALL Be A MINIMUM Or I2'BOLOW ORA E. ArcI DGV2 SpY1 b'AD 1 ' NMl R - 07,,4Li ce- BRA5666 0325 i. (5 -----M}Iy,K 1000 GALLON LINE OP HIEN SROUND WATERFLOO O SEPTIC TANK r Icovme w 10 Fr. E 16 LOCATE DROP'T'UNDER ACCESS 1.E,�4GH�lol6 �U��L IiTl. Nara� x� eTt� �� 4'®CLASS OPEN12400 PIPE Ni9i FOR INTBJIINGE MACH I.PER PARAGRAPH 7-IOD-A-4 OF THE surrcL.K COUNTY HEALTH DEPAR mw -___- 01.435 Y4 PER 1 STANDARDS,REMOVE AND REPLACE UNSUITABLE SOLS WITH SAND AND BRA FILL 4'm GLA55 2400 PIPE PITCHED jf�•PER I' -�__- FOR A DIAMete1R Or SIX PEU'r BIRCATQi THAN THE LeAGHIN9 P001.(b'GOLLlJRI, �J' � c — ,I � r.�TI� TAAkC EXI81DIP1®Dow+INro A MINIMUM OF A b'sTRATA OF ACCEPTABLE SAND ANDf �, � ADD - �T& BRAVE. ( o -�� __ 2 PVC,PIPE TO EM INSTALLED IN A 40RDANGE WITH APPENDIX E OF THE J ® 3r MCISYSTEM T E2 IN CONPOR?4ANOE W/ S. PIPE Toco FORM TOGSUFFOLK COUNTY SMTARY S 0-0074.PIPs TO HAVE SM CA-AdMFIGAft COASTAL @r081OAf A, D LINE y ojM,.. � � SUFFOLK COUNTY HEALTH DEPT.RSMIRIMERM 101,55 4 2.MIN.DISTANOL BETY`U M SI P IO TANK AND v4 Ot�� S ` Dh�LINS TO eE 10 M MIN.DISTANCE OF No WELLS WITHIN 100 FEET FLOOD zoT ��� "rf }rs - _- -_ X O S�T1G TANG TO LPJ�CFNNB FOOL TO B8 D FT. D �q'pv/��g� S.MINIMUM 1000 BALLON SEFFC,TANK NOTE,ELEVATIONS m 'd-! � l�i 4.MINIMUM 27 SP.1-16VID SURFACE AREA (' BASED IJPON NAV66 O TeX �,�',� S.CONORBTB BOTTOMO � r i - �\` SLAB LAWNLS NPORCAREAS PRWAST 00140.b' [r r 7.DROP'T'S MST BE!FIRMLY P110&'D OR CLEARING TO CONSIST OF lJC5TIK9 °, p o OTHERWISE FIRMLY ATTAO+ED REMOVAL OF ALL SHRUBS �� ; '- TAR'S a fid• * 6.L14VID DEPTH MST 13E W , AND DEBRIS TO ALLOW FOR I � q.PLOW SATTLE OR DROP'T'RU1+1.IRID NEW CONSTRUG710N RESIDENCE � OMPROVFe) a■vr cw■��cw ON PUBLIC WATER _ ADJACENT w Lu V _ RESIDENCE i� °�- 'f pad a,,,, Excavation Insne-'.ion ��`.e dred SI GORMATION. ON PUBLIC,WATERIVhITY \i I �/,� 'A1 �� OREENPORT,NY 11944 — T / I For a� ni eamy System TOWN OF 5OUTHOLD \T ew■owacw SECTION, 44 BLOCK. 2 LOT. 5 1; /�// .�'.�■ y Health Delp rtnient LOT SIZE. 36434 SOFT. Lu T +op' NO NJETLANDS WITHIN 300' Ck Lu ,a w moi■ ALL RESIDENCE WITHIN 150'RADIUS ON T �c ,•- PUBLIC,WATER d INDIVIDUAL SEPTIC, ��-- TEST HOLE DATA L /'ENP MGDONAW FaEOSCIENC.E eAlurArer srm�M 7 lJ I`1 6-2-10 i oANDON EXISTING SANITARY SYSTEM j O EL.10.1' P� 1 � �' �p STO= +op' aLI AB (OU DARK BROWS t LOAM FILE T �e TEST HOLE ' PROPERTY LINE a �= n� JUN 0 8 2Qf F-- (SW BROWN SILTY SAND OL \� —�+�— APROX.WATER LI1� &t• + ue.sE 9 �c�a 1'> y_Ski!�� � Il 1 -88' 1° 1 LOCATION �" :SSE,as{'' 7— �1 V KATM �\ �� w ILRN PROPOSED LEACHIN&POOL _; DEC 0 6 z , WATER IN BROWN SILTY SAND \ 1 \ U \ e(1 11101r—^ LOT AREA, w �S_T.j PROPOSED SEPTIC,TANK ID' - `�,a34 S \ . S00HS APPROVAL. STAMP v 2 ACRES ES W Ex PROPOSED ro%EXPANTION TANK WATER IN MOWN FINE TO (SWl GOARSESAND ABANDOTm ,—ue► eLllma�` a- �'� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WEL DW PROPOSED DRYWELL , —_ 2T' \ o PERMIT FOR APPROVAL OP CONSTRUCTION FOR A _ DB PROPOSED DISTRISUTION BOX SINCS"E FAmLN RESIDF-NCC ONLY DCC 0 e 2017 1O \ bh o ,00®�� �G L.P. EXISTING LEAGFfING POOL Dr,,m-H , Ru. No. 51 d if; i �O ■ A'PPRo EDNOTE - ' m Ef N yp\\� Ne+BORIN& PROPI=RTIE5 FOR ?VjAXI' � Or BEDROOms < O PLOT PLAN SUPPLIED BY PUBLIC WATER EXPIRES THR YEARS F Oil DACE OF APPROVAL >� 50ALE: 1" = 50'-0" O 0 I NOTE- HOME / U MUST BE INSTALLED TANK INLET P"TELINE ODD O'CONNELL r-1 10.11 A R C H I TFCT PC INVERT PITCH 201 INVERT 4TODD O.'CONNELL,AIIA .-T.441 f206,Viierans MemopaL�i�hlw�y M. PITCH S L- Suite P20 INVERT n p pa pgl EL.&(", U INVERT EXE 6 II L. P. sp il I i LINE OF HIGH CAROLM HATER EL. 1.5' 5ANITARS SECTION S 50A LE: 5/16" = P-0" 0 L) 0 0�. '44 -J L-J L--J Lublt - - - - - - - - - - - b<W ------------------------------------ r"', 5 C ———2————————————— —— 17. k LU 5/b ————————————————————— —————— —j A 4 ----------------- y I I y,�s/B '-�" s'-I � s'-log/e /,�j/j. •}, z 51 r -i L -1 J W-65/4 '-9/4 LU I -J 19'-65/4' 3' /4 L % /j�� —J L—J UNFINISHEW CALM& 4-4-o-4oi- ----------- �V IF —----I——------— —————— ——— ———— —————————————————— —— ---I L--————————————————14 —tj ———————————————————————————————— � r O —20�25/6— —6 cl <---------- lu CELLAR PLAN - - - - - o � � C� 50ALE-i 118' = P-0-- 7 I �'f'% •a 'TODD O'CONNELL ' I � 5��9 p tl �`C'•^ _I ARCHITECT PC - TODD O'CON'NELL,AIA 1200.Veterans MemoflaL id6h Sujte�20-' It p'-2Y41 p'e'a F(631) C,516j 658= 25,F. 6 . cz 4 �, e, 4 ¢� LL 70'-25/8 -1OY6 p'S5/4I'SYa'— —--IV2 4 4 1—2110 71 ELM322i r7 LU ROOM KftrAM V � O n I � � O ® BOOL v�5'-105/g 2'-10'Q � 7� — '-5Y77 5 $. -55/6' 70-25/6 '-25/6 ^ r � lu ® 6'3y6 2'-0' 2'-5y8 F I R5T FLOOR PLAN SCALE: 11811 = I1-0" d1 Q m a o oar � c X � q�- TODD O'CONNELL I F =�y '' ARCH IT ECT P C • i -r. _ ��~� 1j TODD O'CONNELL,AIA T209Veierans Memo ighwa Hauppauge,.N1r 1788>' ng/4 P'(631);630 6666}.' 4 -- 26•-45/B �/e `'�-�'•�,£,r(637)"65_0-6647�:,!l.' N p'_�4 4'"43/4 Z JIV4 I '-1V4 _ ` O� Q Q M O'-�4 J Z �It cdl ,pry N p H ry kP4 Lu c11 , LU Ca- LD X01 O�2 _,11, 6'-4-L-4- 5EG0ND PLOOR PLAN _ SCALE: 115" V-0" � m ods ks) � o � 'TODD O'CONNELL ARCH 1 TFCT P C _ - - 71r TODD O'eONNELL,AIA j200.Ve Me sMempnalh hwa ! SultepxO, (637)65U 66f bi ;t aFX631j 650 6 7_. _ 13:= 1 ! !� s aL% z LU UNRNISHM n O lu � z LU}- - �- , < 14 --- -ATTIC PLAN SCALE: 1/8" = P-O" dl Ck ' m a o ° off STREET ADDRESS: 57475 NORTH ROAD SURVEY OF PROPERTY AT ARSHAMOMOQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. ISL Z O11TC� 1000-44-02-05 4A D SCALE: 1 A=40' 80tlft AUGUST 9, 2005 INO AUGUST 11, 2010 (UPDATE & BOARD OF HEALTH) DECEMBER 21, 2016 SEPTEMBER 13, 2017 (C.E.H.L.) ��1q"E ��,,► FEB 28, 2018 (FOUNDA71ON LOCA 770N) MAY 7, 2018 (STAKE OUT) nE �� '��• s� JULY 11, 2018 (ZONE AE ADDED) S7472_ X0901 Z nE SNE e ,83,77' 7FST HOLE DATA •�� nF vN McDONALD GEOSCIENCE rn 8/2/10 CZo1�rE v MyWM EL. tat' C rEL IE teen DARK BROWN LOAM OL BROWN SILTY SAND SM 4�IANE WAV' Cpygq UNE ��'�-� 0� DW,q� CRETE SEAWALL ---- &6' Q�f Q WATER E_ Bw/LOgp ROOD �E -� WATER IN BROWN SILTY SAND UNE H ZQ 0. 10.2 OAF ---- 16' CL WATER IN BROWN RN£ TO COARS£SAND SW O PA110 CONC. O 1.4'E• /CD`s M 2r b 0 m 0 0 F d? \—o 01 19 to z Z"8 8 09810 Z PC 100' SETBACK ( POC 100' S———— 0 ACK_ 8 PT 100' SETBACK \ gAI�LIN -- 000 806—� DECK CO N� r DECK COR L m 6�DG COR o34.20 pgP �go� "SLDG C /x/* wl ' N O 28.0 PROR� N n 99.0' 75'00 802 2BLDG COR RF57D�03420• 800 ms 0.8� N S. BLDG COR 2 0 BLDG COR SHED q SWI jai A� Ca �o�z 1 3 ,AYE ZQNE �. 5 (EL Io FEETE Ag � Z � ` m U'DuTM LA P� � v W KEY °'� y m� 0 = REBAR A m``vt Vp WELL �� �00.1a 8 o6N STAKE ® = �' TEST HOLE .35'00"W �C.g• . • = PIPE .s�� gpAD E- 6.0 ■ = MONUMENT = WETLAND FLAG y'0 \y M-) = U77LITY POLE i6 = HYDRANT C.E.H.L. FROM COASTAL EROSION HAZARD Ull Nt) of NE'W AREA MAP (PHOTO NO. 63-501-83 SHEET 12) P ��pCp �'0 FLOOD ZONE FROM FIRM J610JC0157H Map Effective Date: September 25, 2009 - } i 1 CER77FVD TO. ELEVA TIONS REFERENCED TO N.A.VD. '88. LOUIS & MARYANN PAGNUT77 FIRST AMERICAN 777LE INSURANCE CO. ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON SAFE HARBOR 777LE _ S LIC. NO. 49618 OF SEC77ON 7209OF AYE NEW YORK STATE EDUCA77ON LAW. pp PEON MORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCA77ONS AREA-3V. SQ. �. (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY lF P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR TO TIE LINES �J WHOSE SIGNATURE APPEARS HEREON. - SOU7N�DVEN. � 11971 T 05_20� oq - STREET ADDRESS: 57475 NORTH ROAD SURVEY OF PROPERTY AT ARSHAMOMOOVE TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. ZoNo 1000-44-02-05 I'�QArD SCALE: 240 AUGUST9, 00®trArD AUGUST 11, 2010 (UPDATE & BOARD OF T,tqG Rg"'. DECEMBER 21, 2016 mSEPTEMBER 13, 2017 (C.E.H.L.) •�Z,�q"E �o. FEB. 28, 2018 (FOUNDA170N LOCATION) c1'• MAY 7, 2018 (STAKE OUT) Ng8 Z psi JULY 11, 2018 (ZONE AE ADDED) AUGUST 31, 2018 (FOUND LOC) - 7 900 nE uNf 1 - 83 77, TEST HOLE DATA ? '� AF McDONALD GEOSCIENCE 0 M UNf 8/2/10 OZQNE, M.H.W.M. EL 10.1' 00 SEL• 16 feel DARK BROWN LOAM OL BROWN SLTY SAND SAI ��O��ONf Wpi'�' CONCRE ` UNE ----, 0 - CK � AWALL Q CONCRETE SEAWALL WATER B8' 000 BOV(D&-R FLOOD` ---- WATER IN BROWN SILTY SAND uNE ---- 10,2 CMf N is, ZONE ox- WATER W BROWN FINE TO COARSE SAND SW CLO P���°, Coo. zr 6 z < SEP 1 9 2018 v b^PT 0100' SETBACK O \ rA 7;� -n 7-10 ® (!) Ln C7 p > 2s�' �oN roc�0 2'3 22 99.0' Z FOUND fo%Ak �� m m \ N 10p OF .N 34 2 OSE N 2. fT1 yPVE �b� 20 > 15 Z 0 0 NOL. Cn 0X10.1 -- C o "Z00DZON 2 pE / W NE UNE fig'*ix�x r AE- Hmc;E *� c� <EL 10 FEET e W' Z y \ m o x m 15 m UnP a W WEA; bue �� 7 D a 0 , KEY -� coR• m`' 70 6.9 ��NFAGE Q = REBAR \A 01 KELL STAKE = TEST HOLE Q•35'00 W D �C• 6.0' • = PIPE 6 OA ■ = MONUMENT O�+� = WETLAND FLAG s = U77LITY POLE "Cr = HYDRANT U oL� NTS (��NE C.E.H.L. FROM COASTAL EROSION HAZARD P A �vy,O AREA MAP (PHOTO NO. 63-501-83 SHEET 12) FLOOD ZONE FROM FIRM 3610JC0157H Map Effective Date: September 25, 2009 k ;4RR Y g � A CER77FE/D TO. ' e ELEVA TIONS REFERENCED TO N.A. V D. '88. LOUIS & MARYANN PAGNUM FIRST AMERICAN 77XE INSURANCE CO. ' r .49 � LIC. NO. 49618 ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION SAFE HARBOR 717LE OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. Q PECn) 76 3( ISM - S, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA77ONS /y�E�-�v 74 SQ• �• (631 STREET ADDRESS: 57475 NORTH ROAD N 5CDHS REF. # R10-17--0214 SURVEY OF PROPERTY AT ARSHAMOMOQUE, TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. LOAro1000-44-02=05 ISL4N- SCALE: 1'=40' �- SOUNr AUGUST 9, 2005 AUGUST 11, 2010 (UPDATE & BOARD OF HEALTH) DECEMBER 21, 2016 J' SEPTEMBER 13, 2017 (C.E.H.L.) �,L�q"E ",�'• FEB. 28, 2018 (FOUNDA 770N LOCA 770N) 68• MAY 7, 2018 (STAKE OUT) N 2��,NE��.. .�j.T1,s JULY 11, 2018 (ZONE AE ADDED) M M �►E <2� S74 AUGUST 31, 2018 (FOUND LOC) nE�2 MAY 31, 2019 (FINAL) X83 77, ��, n f TEST HOLE DATA McDONALD GEO CIENCE O ZON M.H.W.M. 812110 0. p (EL• 16 -feet) EL 1a1' SJFp DARK BROWN LOAM OL �FLOOD - / OIC' WO CONCRETE SAW BROWN SILTY SAND SM A[L CONCRETE SEAWALL -- _- _ 88' g•8 OOD.4&4j LOOLD ZONE----� WAlER a, INE ---- C_E.H.L. -- WA1ER/N BROWN SILTY SAND ---- — � jD.z cMf N ZONE CD ---- 16' O C 0O WATER/N BROWN RNE TO COARSE SAND SW 00 or. 14'E' COVE C� 1 27' a Z r 2 m o Z < A 2ND FLR. WOOD 100' SETBACK C) O z BALCONY OVER STEPSm N \ m LOWER DECK — - 000 N N N n O zSO 14.6 2$S5N3.4 n AC O I 0•a UNI RHONE DWi m Z 0 p,. P Z C7 G7 o U G o S R1 n PROPME Z c ST 6B CU O, �n Cl) TANK fEstfLH�D tm FLOOD ZONE UNE C: C R JAN 1 3 0 zo LP LP 2019 LOCATION (ELO Y i1C CATION 9 �EETJ o : .v,�:.�•' +�'r�.�.�' TOWN OF soun,011,D] ST 40.5' 40' Z., ' un 53' '55 I UnP LE t W KEY6.-� Q = REBAR pAf '5 ® = WELL jp- \` 8� = STAKE 'o = TEST HOLE ' ee TOME A00Q R,• KV"fy 6G• • = PIPE5 k. .wR°N� 0* `v ■ = MONUMENT srD� 5' •35 QQ -FOAI)0 = WETLAND FLAG COLUMN OQ pUeVC w U77LI TY POLE = HYDRANT C.E.N.L. FROM COASTAL EROSION HAZARD U�E CP,N1) AREA MAP (PHOTO NO. 63-501-83 SHEET 12) Po FLOOD ZONE FROM FIRM J6103CO157H tiy Map Effective Date: September 25, 2009 u ,�. ' U. t t CER77FEID T0: O ELEVATIONS REFERENCED TO N.A.V.D. '88. LOUIS & MARYANN PAGNUT77 FlRST AMERICAN 777LE INSURANCE CO, ANY AL7ERA77ON OR ADD171ON TO THIS SURVEY IS A WOLA71ON SAFE HARBOR 777LE `f LIC. NO. 49618 OF SEC7ION 7209OF 7HE NEW YORK STATE EDUCA77ON LAW. P 5NIC.�SUR ORS, P.C. EXCEPT AS PER SEC77ON 7209–SUBDIVISION 2. ALL CER77FlCA77ONS AREA=38.434 SQ: FT. (631 20 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TO TIE LINES 1230 TRAVELER STREET WHOSE SIGNA7URE APPEARS HEREON. 05-204 SOU7NOLD, N..Y. 11971 STREET ADDRESS: 57475 NORTH ROAD N SCDHS REF. # R10-17-0214 SURVEY OF PROPERTY AT ARSHAMOMOOVE TOWN OF SO UTHOLD h KIECEFFOLK COUNTY X Y. z0* 1000-44-02=05 -SZ 41�r•D JUN I S 2M9 SCALE 1'=40' SOUND AUGUST 9, 2005 SUFF.CO.HEALTH SERVICES AUGUST 11, 2010 (UPDATE & BOARD OF HEALTH) OFFICE OF WASTEWATER MGT. DECEMBER 21, 2016 SEPTEMBER 13, 2017 (C.E.H.L.) •�21q"E �+ FEB. 28, 2018 (FOUNDA770N LOCATION) Ng$ 3 3 MAY 7, 2018 (STAKE OUT) JULY 11, 2018 (ZONE AE ADDED) /uNE S74 AUGUST 31, 2018 (FOUND LOC) n 12 09"E ` MAY 31, 2019 (FINAL) ,83 77 TEST HOLE DATA McDONALD GEOSCIENCE oc ZONE, u./l.w.M 8/2/10 Ca (EL 16 feet EL fat' a S>Fp DARK BROWN LOAM OL _2o0aqN� BROWN SILTY SAND SM -_-`0� Y�£COCONCRE� -TAWALL CONCRETE SEAWALL B01/L� FLOOD___-- WA7ER BB' 4' -- - - UNE WATER IN BROWN SILTY SAND ------ — CeE.H.L. FJ- 10.2! OA N ZONE "X- o; ------ 16' C O WA lER IN BROWN RNE TO COARSE SAND SW p/,110 CONC. a 1.4'ECOVER Tn 2r �BR1C fE NodE p�,r°� °� °�w• v tn x - 7,$' m 2ND FLR. WOOD 100' SETBACK G7 � v 7- -z/•� BALCONY OVER STEPS N m LOWER DECK O 0 O C1 \ ® ` � (Dw�= ;` 22.2 N '•� `i7 v 7p F m * m REN o�SE N� °5� N JAIL - 9 2019 Z 146 26'5 5(F•FNA AC 3R4I.O5 .�Via \ -n. � a � ` BMDIlgG DM., b"\"�1 O. SUNIT0 sON �O rq of souiHoL D W 'ORCN Z Z A C7 'n o U G `� RB m n PROPANE ° ST as CV 0 r LS TANK ° iEst ti 0.1• t, '^ 1J•� FLOOD ZONE LINE C o CF c ELEC. METER LP LP C7 ZONE w C ® SH'i1C LOCATION (,PZ 10 AE+• m 11) IL 0 .A. .B. _{ _ W ► �, ce ST 40.5' 40' \ f mo 003; � _ �t-� LPI 53' 55' I m X r, o till a ® Lu Cr) a y o L1J PD W c} v (- a 0 W !• • rfi;� � �J g� � KEY CON w6. 0 = REBAR `� qlf o6N <@cm rJ ® = WELL a Oo Lo ' = STAKE • = -c 4` ee CN�, QW D 100.10! 1p, el G, t- UaU_t STONE = TEST HOLE °� ® COLUMN ` R. PIPE 6. O +' U- ■ = MONUMENT STONE COLUMN I ` Q JBVc = WETLAND FLAG g, cQ. = U7IUTY POLE � = HYDRANT 4- C.E.H.L. FROM COASTAL EROSION HAZARD U�E CpNT� AREA MAP (PHOTO NO. 63-501-83 SHEET 12) PD (�A ` FLOOD ZONE FROM FIRM 36103CO157H -� Map Effective Date: September 25, 2009 � , 7 CER77FEID TO: dw + yy # s ELEVA TIONS REFERENCED TO N.A.V.D. 88. LOUIS & MARYANN PAGNU777RRST AMERICAN 7I TLE INSURANCE CO. ��`' `- SAFE HARBOR TITLE N. LIC. N0. 49618 ` ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON [, O� OF SECTION 7209OF THE NEW YORK-STATE EDUCA77ON LAW. \ RJ i aMORS, P.C. EXCEPT AS PER SECTION 7209–SUBDIVISION 2. ALL CERTIFICATIONS AREA=38.434 SQ. FT. ( 765 020 FAX (631) 765-17.97 HEREON ARE VALID FOR THIS,MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TO TIE LINES 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. 05-204 SOUTHOLD, N.Y 11971 Our website uses cookies so that we can provide you with the best user experience. To read more about the cookies we use, see our privacy_policy_. W SEARCH SUPPORT FOR YOUR 007042RO QUESTIONS? CALL US! 888-GENERAC V VNI K"i 4V gxi N .......... 007042RO Model #: 007042RO https://www.generac.com/service-support/product-support-loo c7101 Od7-8 e66-40ac-8123-dce72fe88700&is BaseMode I=fa Ise 11/29/18, 8 11 AM Page 1 of 4 H ` OVERVIEW Max. Cont. Power (LP): 22 kW Max. Cont. Power (NG): 22 kW Max. Cont. Amps (LP): 91.7 Max. Cont. Amps (NG): 91.7 Main Line Circuit Breaker: 100 amps Battery Type: Group 26R, 12V, 540 CCA Oil Type: Check chart in manual Oil Capacity: 1.9 quarts Oil Filter Type: Full flow spin-on cartridge Oil Filter P/N: 070185ES Air Filter P/N: OJ8478S NG Consumption-50% : 228 ft3/hr NG Consumption-100% : 327 ft3/hr LP Consumption-50% : 92 ft3/hr LP Consumption-100% : 142 ft3/hr Spark Plug #: 0G0767A Spark Plug Gap: 0.040 inches For the most accurate results, enter your serial number. For help finding your serial number, click here. MANUALS Model Number: 007042RO Description: 22KW/999 GUARD-NO T/SW AL RECON File Type Manual (PDF) Item Number Language Unit Warranty 1 YR RECON WARRANTY OG8779 EN Statement POLICY Emissions Warranty WARRANTY STMNT OH1916A EN Statement EMISSIONS ESE1 https://www.generac.com/service-support/product-support-loo...=c71010d7-8e66-40ac-8123-dce72fe88700&isBaseModel=false 11129/18,8.11 AM Page 2 of 4 ,APPRO QED AS NOTED COMPLY WITH AL��CODES TE: o !B.P �' � '�-` 'NEW YORE TATE& NO FIFY B 11LDING DEPARTMENT AT 765-1302 3 AM TO }PM FOR THE FOLLOWING INSPECTIONS: � ES 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE {1LY,S.,OELi 2. ROUGH - FRAMING & PLUMBING "V 3. INSULATION All. /N�pi9 4. FINAL - CONSTRUCTION MUST SB�D � �F�k/ BE COMPLETE FOR C.O. q� �/ ALL CONSTRUCTION SHALL MEET NEW OCCUPANCY i ®R tY, Fi�gAAtO�RG�'yy REQUIREMENTS OF THE CODES OF 90 T/ N YORK STATE. NOT RESPONSIBLE FOR USE !� UNLAWFUL 0 DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE ' REC u+REa OF OCCUPANCY _ ,.;.: TRUSS pLACARDING �yY RETAIN STORM WATP ER RUNOFF tt4"s�� PURSUANT TO CHA OF THE TOWN CODE. All exterior lighting Must provide Manual installed,replaced or D,J and S as per repaired shall conform NYS Energy Code to Chapter 172 of the Town Code PLUMBING ALL PLUMBING WASTE &WATER-LINES NEED PLUMBER CERT/RC IM TESTING"BEFORE COVERING ' 64LEAD.66 -BEkWE CERTIFICATE t,'-0-CCUPAAICY Blower door SOLDER USEDQ'IN WATER and ductwork SUPPL Y SYSTEM CANNOT bestingrequired. EXCEED 2/10 OF I%LEAD. r G P � GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2015 IEGG -AIR LEAKAGE: CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS ER SECTION R(f05.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM DESIGN DEAD LOADS* AS PER ASCE 7-05 51TE DRArINA�CE GAS GU ANIONS F0 Lt r� CONSTRUCTION, AIA DOCUMENT-201 TO BE A5 INDICATED ON DRAWINOS. OF THE INTERNATIONAL RESIDENTIAL OTHER SUCH OPENINGS IN THE L L 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL 5LOI ED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE COMPONENT LOAD 1 V. SHALL OBTAIN CERTIFICATE OF �� + (psf) (DW-I) ROOF AREA I: RUNOFF FACTOR=1.0 ''. WITH 6 DUCT AND DAMPER EACH SIDE SHALL BE GAF�GLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE Y OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY 4181 50.FT. x 2" a;. ROOF 5H1 NGLE� OR APPROVED SEALED. C E I L I N G S = 163.5 GU FT N6 0 {~0 u o 0'C 0 N N c L NOT BE MADE WITHOUT 1�1RITTEN OF 150 CFM MIN. MAINTAIN MAXIMUM EQUAL. SHINOLE 5 SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG 12 8 4 r " ` 7 ``' ` .'. AUTHORIZATION BY THE ARCHITECT. 20 CFM INFILTRATION THROUGH THE OVER 15# ASPH LT FELT WITH RATED AND INSTALLED WITH NO GYPSUM BOARD (1/2-in.) 7.0 USE V4) x 4' DEEP DRAIN RING = Ibcl CUPT. THE PREMISES SHALL B1EE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER- ATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IG GYPSUM BOARD (5/8-In.) Q.O 03'- �0�� I SLAI�D (DW-2) ROOF AREA 2: RUNOFF FACTOR=1.0 �• TODD 01CONNIELL,AIA REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLES AT EAVES RATED INSTALLED INSIDE AN SUSPENDED STEEL CHANNEL SYSTEM 2,0 650 SQ.FT. x 2" AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2015 VALLEYS AND PLA5HING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY =1083 GU FT Y ��� Q C,Ou}�If"� 1200 Veterans Memorial Highway COVERINGS, ROOF, AND WALL 12 �`'` ✓ Nl�.�/ CONTRACTOR SHALL REMOVE ALL IEGG. FIREBOX TO BE COMPLETELY CONTRACTOR lib PROVIDE ALL WITH 0.5" CLEARANCE FROM �`�`' Suite 120 NA57E MATERIALS, USE 8 x 4 DEEP DRAIN RIN6 = Ibq GU.FT. Hauppauge,NY 117$8 TOOLS, RUBBISH LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NEGE'�SARY FORA COMBUSTIBLE MATERIALS AND 3 ASPHALT SHINGLES 2.0 ETC., GLEAN GLASS AND LEAVE WORK g11 FIREPLACE WALL THICKNESS WITH WATERTIOHT, Wt-ATHERPROOF JOB. CLEARANCE FROM INSULATION GYPSUM SHEATHING, 1/2-1n. 2.0 (DW-3) ROOF AREA 3: RUNOFF FACTOR=1.o Z4°/ P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO,BE APPLIED IN STRICT PLYWOOD (per 1/2-1n.) 1.6 613 50,FT, X 2" =102.2 GU FT � `•�� r�C�n F(631)650-666 ' SPECIFIED. THE CONTRACTOR SHALL p BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE KITH THE VAPOR RETARDER: 12 ` CARRY WORKMAN'S GO'MPENSATION RIGID INSULATION, I/2-in. 0.75 -__�• 0(516)65$-01325 CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER USE 8'� x 4' DEEP DRAIN RIN6 = Ib41 GU.FT. AND GENERAL LIABILIT'T' INSURANCE. ... CONTRACTOR �RALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 �• __ ALL SHALL COMPLY W17H STATE AND J M.H.WM .,�'�. FOUNDATION WATERPROOFINO SAMPLES OF TOE SHINGLES FOR CEILINGS WALLS, AND FLOORS. OTES: O LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPRbVAL, PRIOR TO BITUMINOUS, SMOOTH SURFACE 15 I. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' CONTRACTOR SHOULD FULLY WATERPROOFING MEMBRANE �� FLOOD ZO FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: ABOVE AVERAGE GROUND WATER ELEVATION. GUARANTEE HIS WORK AND THE WORK 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' ` 16 S.S.G. 153 TYPE-U MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE FLOORS AND FLOOR F I N 1SHIES PROVIDE A to FT. OF HIS SUBCONTRACTORS FORA CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE PENETRATION INTO RATEABLE MATERIAL. NON-TURF BUFFER ALONG 106•$5: PERIOD OF ONE YEAR AFTER ' CERAMIC OR QUARRY TILE (3/4-in.) 3. DRYWELL5 MUST HAVE A MINIMUM OF V OF EXISTING SEAWALL 1_ COMPLETION OF THE PROJECT UNLE55 FOUNDATION AND EXTEND TO LAP ALL EXTERIOR h1ALL5 AND ROOFS MANUFACTURERS INSTALLATION ON 1/2-in. MORTAR BED I6.o PERMIABLE MATERIAL AROUND THE STRUCTURE. -�_ t cONGt� , EDGE OF FOOTING. SHALL BE INSUQATED WITH FOIL INSTRUCTIONS. _ OTHERWISE SPECIFIED. ALL WORK FACED FIBER6 ASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING, 7/7-in. 4.0 �'�--_ mob 5zANAQ_ SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE C I ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 �- i 1 EQUAL FOIL T(� BE PLACED TOWARD CAN BE DETERMINED. PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDE. PR�VIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL SUBFLOORING, 3/4-in. 3.0 THIS PROJECT COMPLIES WITH THE 2015 Z - UL R! �= r ^` INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION 8502.13 OF THE OWNER, ARCHITECT, FOAM INSULATI N ON ALL EXTERIOR INSTALLED HEATING AND COOLING FLOORS, WOOD JOIST (no laster) 12-in. I6-in. INTERNATIONAL RESIDENTIAL CODE 2ND PRINT AS ` 1 AND THEIR RESIDENTIAL CODE OF NEW YORK p FOUNDATION HALLS FROM FOOTING EQUIPMENT AND SERVICE WATER JOIST SIZES (in.) O.G. O.G. ADOPTED BY NEW YORK STATE AND THE 2016 '- - AGENTS AND EMPLOYEES FROM AND STATE, TO GUT OFF ALL CONGEALED COASTAL EROSION HAZARD LINE TO 6"BELOW FIIhISHED GRADE UNLESS HEATING EQUIPMENT MUST BE NEW YORK STATE SUPPLEMENT ` •� do AGAINST ALL CLAIMS DAMAGES DRAFT OPENINGS (BOTH VERTICAL �� 2x6 6 5 OTHERWISE SP C:IFIED. CARE SHOULD PROVIDED. FLOOD O LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). NO WELLS WITHIN 100 FEET ` ZONE BE TAKEN NOT �O DAMAOE -INSULATION R-VALUES AND GLAZING 2x8 6 6 ZONE x �n t O ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN FOUNDATION WXTERPROOFING. U-FACTORS MUST BE CLEARLY IN ACCORDANCE WITH 2015 IEGG RESIDENTIAL -1 RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS 2x10 7 6 ENERGY EFFICIENCY GODS THE PROJECT SANITARY TO BE INSTALLED MARKED ON THE BUILDING PLANS OR OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED 2x12 8 7 COMPLIANCE METHOD CHOSEN I5 TOTAL PER 5.C.D.O.H. WRITTEN - GLASS WINDOI^i�5 AND DOORS SPECIFICATIONS. IT SUCH CLAIM, DAMAGE, 1.055 OR SPACES AT THE CEILINO AND FLOOR TO BE INSTALLED AS PER SECTION FRAME PARTITIONS UA-ALTERNATIVE AND A RESGHECK HAS BEEN REGULATIONS b APPROVAL ` ` N EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R308 OF THE i�IESIDENTIAL CODE OF DUCT INSULATION: SUBMITTED WITH THESE DRAWINGS. BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL AL50 BE FIRE WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES 8.0 t(1 O N.Y.S. ALL OLA�S 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED ` ` 1- # OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT FRAME WALLS CLEARING TO CON515T OF N • Z DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. LOW-E UNLESS THERWI5E SPECIFIED. ATTICS OR OUTSIDE THE BUILDINO GLASS SUBCON FACTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR STUD WALLS: TO THE BEST OF MY KNOWLEDGE, BELIEF AND REMOVAL OF ALL SHRUS5 �' ` y (OTHER THAN THE WORK ITSELF INSTALL OLAS UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED PROFESSIONAL JUDGEMENT, THESE PLANS AND DEBRI5 TO ALLOW FOR ` -1 INCLUDINO THE LOSS 05: USE PLUMBING 2x4 @ Ib-in., 5/8-in. GYPSUM, AND/OR SPECIFICATIONS ARE IN COMPLIANCE NEW CONSTRUCTION. ` to CONTRACTOR SHALL INSTALL WATER CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING 11.0 ` P O RESULTING THERE FROM). (B) 15 SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. INSULATED, 3/8-in. SIDING w/ THE 2015 IEGG, 2ND PRINTING AS ADOPTED BY ADJACENT CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS NY5, AND THE 2016 NYS ENERGY CODE ` ` v Z INDICATED. PROVIDE HOT AND GOLD AND/OR WINDC74�15 AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED 2x6 � I6-in., 5/8-in. GYPSUM, 12.0 SUPPLEMENT i � RESIDENCE NEGLIGENT ACT OR OMISSION OF THE CODE SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. INSULATED, 3/8-in. SIDING (IMPROVED) CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. -RETURN DUCTS IN UNCONDITIONED ,�or�re TEMPERED GLI�f55. ALL GLASS DOORS OR ON PUBLIC WATER � wo< � ° ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 �,,��,,, w I Ui J v w AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUSTBALZOW,,�,,� o ��z�F EMPLOYED BY ANY OF THEM, OR GLEANOUTS AT ALL CHANGES OF * THIS PROJECT COMPLIES WITH THE INTERNATIONAL ` STRICT AGCOR6ANGE WITH THE BE INSULATED TO R-2. WE16HT5 OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR 102.5 SETBACK w a w ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF 2 ADJACENT MANUFAGTURE`� SPECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON PLASTER, ADD 5 ib/ft FOR EACH FACE PLASTERED. VALUES MECHANICAL GODS, CHAPTER 12 THROUGH 24, FROM G.E.H.L. - - <F_ v THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4" CAST IRON GIVEN REPRESENT AVERAGES. IN 50ME GASES THERE 15 A THE INTERNATIONAL PLUMBING CODE, CHAPTER RESIDENCE _ _ - `\ "who~�°- _ � WINDOWS ARE 0 BE CAULKED AND RETURN DUCTS IN BASEMENTS. ` OF WHETHER OR NOT IT 15 CAUSED IN THROUGH FOUNDATION WALL PITCHED CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. 25 THROUGH 32 THE INTERNATIONAL ELECTRIC o SEALED AS PE . 2015 IEGG % ;--, 3a2o 0 F <o C w PART BY A PARTY INDEMNIFIED MIN. I/8 PER FOOT. TRAP/WASTE CODE CHAPTER 55 THROUGH 42. ON PUBLIC WATER Dia i C. r z f v w o= REQUIREMENT5,t PROVIDE FLASHING DUCT CONSTRUCTION: o�' � z w v N?o w N HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS 2016 EGG OF NEW YORK STATE: ` ; ( ) nW� 22• � EHrRr u�IOU PANS UNDER A�L SLI DER, DOORS, AND -ALL JOINTS, SEAMS, AND � �a�v a o�� W FOLLOWS: R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE Y z Q F x ASSEMBLIES, AND METHOD OF WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY v)�H 30 ° CONSTRUCTION INCLUDING BUT NOT DISH WASHER 1 1/2" BUILDER OR REGISTERED DESION PROFESSIONAL AND POSTED IN ` ; C CECr,W Qz=*�zW�I', v SURFACE. ALL XTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, .r a v z KITCHEN SINK I I/2° THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE , ,o g BALCOWABOVE w- <-o o w LIMITED TO FORM-WORK, TO BE FULLY V .ATHER-STRIPPED. MASTICS (ADHESIVES), r�3<N v a w = O BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" PROVIDE ALL 4CREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR BUILDING.PLACING OF CONCRETE:, ETC. ARE TO SHOWER 2" HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT , �� 9 � BE CAREFULLY SUPERVISED BY THE TOILET 3" R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE '�`' IOO'�� o' 15 TO BE FREE„bF SCRATCHES AND PERMITTED. Z3 N \ �C CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN ca WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO N u , , eo06°VLONFROPAMTAW z IMPERFECTION.. AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED o o ONxrewaABLEnEVOKe o>> N IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" THE MANUFACTWRER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL THE INSULATION ON THE SURROUNDING SURFACES. ! ` aid ' \1Q, �; `� D1R1® o�� 3�'�Quzu SPECIFICATIONS APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST ORI WALLY °wOF NO LESS THAN YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS Q d)w w z w AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON R402.4: AIR LEAKAGE - SUILDINO THERMAL ENVELOPE SHALL BE A , ;NY ,W_2 ro,znco u =NN° 3 ' t-w-ww TO BE ANDERS-N UNLE55 INDICATED OPERATING AT LESS THAN 2" w.g. CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER SANITARY SYSTEM �'-`v� �� w�9 ,v',?���d�N O FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) TES- SPEGIFIGATION5 WILL NOT BE DRAIN DRAIN-COGKS. THE WATER -DUCTS SHALL BE SUPPORTED EVERY HOUR. ► �� o HO N° _ ° w N w PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WITH THE 13 _ �oIL STOCK \ �: , I I N v�`o o v o PILE AREA / • ' p ' w m < m °z <>a AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE 8402.4.1.1: INSTALLATION THE COMPONENTS OF THE BUILDING ` _ ;L��'� -' 3 u w o o Z MANUFACTURER 5 INSTRUCTIONS. THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH I N THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF X a z PAINTING AND TAININO -COOLING DUCTS WITH EXTERIOR IAI 't ,��-'��P ; �� o<=� ��-<W RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY DY�-I \ IO , p-.-_ a v THE FOLLOWIN I5 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A GODS OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL �� \`+� 2 =_ 9� x ° DRAWINOS WHICH MAY 15E NEEDED. REGULATIONS. APPROVAL OF ALL -,EX• --- \� «�N o a o v p CONVENIENCE GAF THE PAINTING VAPOR RETARDER. ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM COMPONENTS AND VERIFY COMPLIANCE. 'p• ;-�-,EX•, ARE TO BE FIELD VERB-IED. APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE I SEX) INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. R402.4.1.2: TESTING - BUILDINO OR DWELLING UNIT SHALL BE CONTRACTOR TO REMOVE PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A TESTED AND VERIFIED AS HAVING < 3 AGH50 IN GZ4A 5 AGA. RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL 15 THE INTENT CSF THESE MEANS FOR BALANGINO AIR AND - EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR SPECIFIGATIOI b TO PROVIDE A WATER SYSTEMS. TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINI�R. ALL PAINTED �� r r� , N 8402.4.4: COMBUSTION GLO5ET5 - ROOMS CONTAINING _2 `I�� ` lu THAT THE OWNER CHANGES, THE SURFACES MU5� BE FULLY COVERED TEMPERATURE CONTROLS: FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. LOT AREA: Z CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST SITE WORK OWNER FOR THE FULL EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND UTIL,N 4D 38434 50.FT. Q STAKEOUT IS TO BE PERFORMED BY A ACCEPTABLE. ONE THERMOSTAT CAPABLE OF EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE POS Y SUBCONTRACTORS 005T FOR THE O .882 ACRES \ V LICENSED SURVEYOR. STAKINO AND CHANGED UNIT. INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTINO THE LAYOUT ARE TO ESTABLISH ALL LINES LIOHTLY SANDtD SURFACES, WALLS, SPADE TEMPERATURE SET POINT OF 8403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER `\ rt O AND BENCHMARKS. VERIFY ALL OI VEN DOORS, FRAME'S, TRIM, AND BASES, THE LARGEST ZONE. BOXES SHALL BE SEALED. ABANDONED ,\� CLEARING LIMITS ` �- to z 111 DATA ON DRAWINGS. IN CASE OF HVAC ONE GOAT WObD FILLER OR STAIN WELL ` 18658 SOFT. j 111 w SYSTEM TO BE DESIGNED BY OTHERS. AND TWO GOAtS MGKLUSKY'S ELECTRIC SYSTEMS: IU d O DISCREPANCY, RECEIVE: PROVIDE PROPER SUPPLY TO ALL R405.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO ` ` � Z X Z CLARIFICATION FROM ARGHITEGT EGGSHELL FINIbH NON-YELLOWINO -SEPARATE ELECTRIC METERS ARE DETERMINE AIR LEAKAGE. Q w Q ROOMS $ CONFORM WITH ALLSTATE POLYURETHAN);. REQUIRED FOR EACH DWELLING UNIT. ANDONED O Z PRIOR TO PROCEEDING. EXCAVATE AND LOCAL CODES. EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE WELL f , U lV U AND BACK FILL FOR WORK INDICATED GYPSUM BOARb- MINIMUM ONE GOAT THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN Q ` '�j' H F- -1 t- z F- ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: THE BUILDING THERMAL ENVELOPE. '� CONSTRUCTION \� W W -a W Z fu OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED ` ENTRANCE / \OO' �z 1 -1 S -i n _I GOATS EXTERIOR ORADE STAIN. WITH TIGHT FITTING NON-COMBU5TABLE 60 k) 0 D k) M 0 AND BUILDING SITE. STOCKPILE ALL 8403.3.5: BUILDING GAV I TI ES - SHALL NOT BE USED A5 DUCTS OR � �/ L. EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS PLENUMS ` '� C GLS W W W W 1Wu W p EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND 57UDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 0k '��O Y` '� U... (L Z IL (L iL Z TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, o�j� 8403.4: MEGRANIGAL SYSTEM PIPING INSULATION' - CARRYING �V� O TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. G,� `�, n ly d) r r ALL SURPLUS MATERIAL_ THAT IS WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT $ CONSTRUCTION PROVISIONS OF THE UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE AGO. ALL LAMBERT, DUTCH BOY. CABOTS, BUILDING CODE OF NEW YORK STATE, R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE NO � r R Q 47 SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MCKLU5KY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF ` � g•>� � ri p O � O O � PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY IRC/IMG. GVH O O - FEET OF THE BUILDING. PROPER 5UB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER 7LO"�' PLAN t APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS THAN L ' j r 0 u� �t to cv w BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) IK WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL *GFA = CONDITIONED FLOOR AREA SCALE: I" = 30'-O" STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP CONCRETE BLOCK AND AT ALL UNSUPPORTED EDOES OF INSTALLED AS PER SECTION 8702.3.2. ON BOTH THE INLET AND THE OUTLET R403.7: EQUIPMENT SIZING - PER ALGA MANUEL S, BASED ON ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOGKINO THROUGH R7015.6 OF THE UNLESS THE WATER HEATER HAS AN LOADS CALCULATED PER ALGA MANUEL J. �I �I/� J-�--1 "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR INTERNATIONAId RESIDENTIAL CODE. INTEGRAL HEAT TRAP OR IS PART OF ZO I `� ( I `�V INFORMATION- V THIRD COURSE. FILL TOP COURSE JOISTS AT &' 0.0. MAXIMUM AND GYPSUM WALL60ARD APPLICATION A CIRCULATING SYSTEM. 8404.1: LIOHTINO - A MINIMUM OF 75% OF PERMANENTLY SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL SHALL BE TAPL JOINT SYSTEM. ALL -INSULATE CIRCULATING HOT WATER I,�I�I ll I ` \ PORTLAND GEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. GYPSUM BOAI�b TO BE 1/2" ON WALLS PIPES TO THE LEVELS ON TABLE I. INSTALLED FIXTURES MUST HAVE HIGH-EFFIGANGY LAMPS. TOI�NN OF SOUTHOLD v �'d" LOW-VOLTAGE LIGHTING EXEMPT PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED AND 1/2" ON GILINGS UNLESS Q PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO OTHERWISE IN IGATED. FINISH JOINTS, CIRCULATING HOT WATER SYSTEMS: SECTION: 44 BLOCK: 02 LOT(5): 05 � XX _ PARTS SAND. END OF STUDS. LAP GAP PLATES AT J-BEADS. NAILS DIMPLES, CORNERS -INSULATE CIRCULATING HOT WATER ^ V\- CORNERS. WHERE FLUSH FRAMING AND EDGES SHALL BE TAPED AND PIPES TO THE LEVELS ON TABLE I. 1 1 CONCRETE OCCURS, USE MIN. 166A SHEET METAL RECEIVE THREE GOATS OF JOINT ZONE: R-40 REQUIRED PROPOSED ��- NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR COMPOUND. AULOW 24 HOURS TO DRY HEATING AND COOLING PIPING LOT AREA 40,000 SQ.FT. 38,434 SQ.FT. � SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO BETWEEN COALS. FINAL GOAT TO BE INSULATION: 1LIJU TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS, HEADERS SANDED SMOOTH. METAL CORNER -HVAC PIPING CONVEYING FLUIDS TABLE 1 : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES FRONTAGE 150 FT. 100.18 FT. (�AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS BEAD TO BE UtED ON ALL OUTSIDE ABOVE 105°F OR CHILLED FLUIDS INSULATION THICKNESS IN INCHES BY PIPE SIZES FRONT YARD 50 FT. 148.13 FT. BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARINO CORNERS AND AROUND ALL BELOW 55°F MUST BE INSULATED TO HEATED WATER NON-CIRCULATING RUNOUTS GIRGULATINO MAINS AND RUNOUTS ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL OPENINGS. THE LEVELS IN TABLE 2. TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" REAR YARD 50 FT. 151.05 FT. U � O WITHOUT WRITTEN PERMISSION OF THE BE 5 1/2". USE DOUBLE JACK STUDS ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ELECTRICAL 170-180 0.5 I.O 1.5 2.0 SIDE YARD (MIN) 15 FT. 15.0 FT. Q MIN. 3,500 P.S.I. AT 28 DAYS $ 4,000 LENGTH. ALL WORK SHALL COMPLY WITH THE NOTES: 140-160 0.5 0.5 1.0 1.5 SIDE YARD (ACG) 35 FT. 3-1.04 FT. PSI FOR GARAOE SLAB. PROVIDE ALL NATIONAL ELECTRICAL CODE AND ALL 1. OBTAIN ALL PERMITS PRIOR TO 100-130 0.5 0.5 0,5 1.0 BUILDING HEIGHT 35 FTJ 2� STY. 34.55 FT. CIL � LH SLEEVES AND FOUNDATION VENTS AS NOTE: ALL NON-ENGINEERED LUMBER STATE, LOGAL AND UTILITY COMPANY THE START OF WORK. LOT COVERAGE 2090, S.CI go Q Z 1 ) LU REQUIRED BY NYS CODE. UNLESS CODES AND REGULATIONS. ALL , n INDICATED, ALL FOUNDATION TO BE DOUGLAS FIR #2 OR BETTER CIRCUITS SHALL BE MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPESb- POWER WIRING SHALL BE MINIMUM 14 WITH ROD $ SHELF, ALL LINEN FOOTINGS ARE TO BE A MIN. 8" DEEP - --- �. z NOTE: AWG. CONVENIENCE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 PROJECTING 6" ON EACH SIDE OF THE FOUNDATIONS CHAPTER 4 DE51ON PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA r ll� FOUNDATION WALL. PROVIDE TWO #4 BE LOCATED 12 ABOVE FINISHED ROWS OF SHELVES. BASED UPON PRESUMPTIVE LOAD TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1,25" TO 2" 2.5" TO 4" DEFORMED BARS CONTINUOUS IN THE BEARING VALUES OF SANDY GRAVEL FLOOR UNLE5� OTHERWISE INDICATED, TABLE R501.2(I) INTERNATIONAL RESI) )ENTIAL CODE PAY 1 9 2020 ALL SWITCHED TO BE LOCATED 56 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS FOOTING. ALL 4" THICK CONCRETE AND/OR GRAVEL AT 2000 L55 PER ABOVE THE FINISHED FLOOR UNLESS TO SELECT LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 WIND DESIGN SUBJECT TO DAMA6E SLABS TO HAVE 6X6 10/10 WELDED SQUARE FOOT. CONTRACTOR TO FROM OTHERWISE INDICATED. SUPPLY c D (� WIRE REINFORCING. ANCHOR BOLTS IN CONSULT ENGINEER IF DIFFERENT LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 GROUND SPEED TOPO6 SPECIAL WIND SEISMIC dJ W CONCRETE SHALL BE HOOKED 5/8" X RECOMMENDED LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND SNOW (MPH) RAPHIG WIND BORN DESIGN WET r .,, O Ip SOIL MATERIALS ARE FOUND UPON STEAM CONDENSATE LOAD EFFECTS REGION I DEBRIS CATEGORY /j,F{ERING FROST�LINE TERMITE WINTER LGE FLOOD AIR MEAN " U) r- 12" AT MAX. 3' O.G. PROVIDE BITUMEN FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER m a DEPTH DESIGN BARRIER HAZARDS 9 FREEZING ANNUAL Z EXCAVATION OR TEST HOLE, FOR Ic ZONE i e ; EXPANSION JOINTS BETWEEN 5LAB5 ALTERNATIVE FOOTING AND AND INSTALLED BY CONTRACTOR (FEED WATER) ANY I.O I.O 1.5 2.0 _ AND FOUNDATION WALLS. FOUNDATION WALL DESIGN THIS PROJECT COMPLIES WITH: COOLING SYSTEMS TEMP REQUIRED INDEX TEMP < - N Z BOF 3 FT MOD TO FEMA I 20 130vv1t NO NO I MILE B � O < Z 1201(b NEW YORK STATE UNIFORM CODE 5. FINISHES TO BE SUPPLIED GRILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 - - FROM - SEVERE BF6 HEAVY SEE YES FLOOD 5a,q 5I t j K BY OWNER AND BRINE 120-200 0.5 I.O I.O 1.5 COAST BELOW MAP # v PANEL# (a TABLE R602.50) TABLE 8602.3(1) TABLE R602.5(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED BEARING WALLS NON-BEARING WALLS ` NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS ITEM! TE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER Ob4 SPACING AND LOCATION TE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER abc e INTERMEDIATE MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN ROOF EPOE5h SUPPORTS c� MAXIMUM SPACING WHEN LATERALLY LATERALLY "u `' (INCHES STUD SIZE LATERALLY WHEN 5UPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, m < (INCHES) UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING SUPPORTING TWO UNSUPPORTED UNSUPPORTED "1.1 4-8d BOX(2 �"X0.113")OR c.r iU u c:+'C O r�rd G t U WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL (INCHES) g SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT � e C �; € r F r: P. r, BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-5d COMMON(2 Y2"X0.131");OR HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE HEIGHT (INCHES) (FEET) (FEET) I TOE NAIL SHEATHING TO FRAMING[SEE TABLE 8602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] g g g / TO TOP PLATE 3-lod BOX(2Y2"XO.125");OR ASSEMBLY, ONLY (INCHES) ATTIC, ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) 3-3"X0.131" NAILS 30 5/8" -Y2" bd COMMON(2"X0.113")NAIL(5U5FLOOR,WALL) 6 12f r 8d COMMON(212'X0.131")NAIL(ROOF) TODD CO TELL,AGA 4-5d BOX(2 �"X0.113'7 OR { 2 CEILING JOISTS TO TOP PLATE 5-95d COMMON(2 Y2"X0.131");OR PER JOIST,TOE NAIL 31 9/°2 - I 8d COMMON NAIL(2 Y2"X0.131") 6 12 1200 Veterans Memorial Highway 3-IOd BOX(2 121X0.1281);OR Suite:120 3-3"X0.131" NAILS 32 1 Y8' - I Y4" lod COMMON(3"X0.148") NAIL;O8 6 12 Hauppauge,NY 11788 8d(2 Y2"X0.131') DEFORMED NAIL CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX(3"X0.113") OR OTHER WALL 5HEATHING P 631?650-6666 3 LAPS OVER PARTITIONS[:see Sections R802.3.1 ,R802.3.2 3-Ibd COMMON(3 Y2"X0.162"9;OR 12 GALVANIZED ROOFING NAIL, a HEAD F(631)650-666 4-3"X0.131"NAILS FACE NAIL I Y2"5TRUGTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib a 3 6 and Table 8802.5 g I Y" LONG C(5]6)658-0325 1 4" GALVANIZED ROOFING NAIL, e' HEAD CEILING JOIST ATTACHED TO PARALLEL RAFTER 34. 25/x2" STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib ga., 3 6 4 (HEEL JOINT), TABLE R802.5.1(q) 5HEATHING I Y"LONG 2X4 10 24c 24 10 16 8 .4_ F [see Sections 802.3.1 ,8802.3.2 and Table 8802.5.1 (q)] FACE NAIL d I Y2"GALVANIZED ROOFING NAIL;STAPLE 22 �,4. X6 IO 4 24 16 24 20 24 ' 35 Y2" GYPSUM 5HEATHING GALVANIZED, I Y2" LONG;I Y4" SCREWS, 1 ' •°°s= fa+'«> ;.q' 4-10d BOX(3"X0.128") OR TYPE W OR 5 COLLAR TIE TO RAFTER,FACE NAIL OR I Y4" X 2930. 3-10d COMMON(3Y2'X0.148");OR d I %"GALVANIZED ROOFING NAIL;STAPLE FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm 5 RIDGE STRAP TO RAFTER. 4-3"x0.131° NAILS FACE NAIL EACH RAFTER 36 5/8" GYPSUM SHEATHING GALVANIZED, 1 5/g" 5CREWS,TYPE W oR 5 a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LE55 THAN ONE A I TCLLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED WOOD 51'RUSTRURL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VER 3-Ibd BOX NAILS(3 "X0.135")OR 2 TOE NAILS ON ONE SIDE bd DEFORMED(2"X0.120") NAIL;OR WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DE5IGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. AND I TOE NAIL ON OFF051TE 37 °/4" AND LE55 6 12 b. SHALL NOT BE USED IN EXTERIOR WALLS 3-IOd COMMON NAILS(3"X0.148");OR Sd COMMON(2 Y2"X0.131") NAIL •- .;� ,. `- \ ` b RAFTER OR ROOF TRU55 TO PLATE 4-IOd BOX(3"X0.128");OR SIDE OF EACH RAFTER OR 8d COMMON(2"X0.131")NAIL;OR c. A HABITABLE ATTIC, ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 38 ye„ _ 1 4-3'x0.131"NAILS I 8d DEFORMED(2 Y2"x0.120")NAIL 6 12 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 4-Ibd (3 "X0.135") OR IOd COMMON(3"X0.148") NAIL;OR 3-I0d COMMON(3"X0.148'7;OR TOE NAIL 311 I Ye" - I Y4" ed DEFORMED(2 Y2"X0.120")NAIL b 12 TABLE 8602.10.4- BRACINO METHODS ROOF RAFTERS To MIIDIMUMVALLEY O HIP RAFTERS OR 4-3 X0.131( NAILS FOR OR FOR SI: I Inch = 25.4 mm, I foot = 304.8 mm, I MILE PER HOUR = 0.441 m/s; ksl = 6.8115 MPa METHODS, MATERIAL MINIMUM THIGKESS FIGURE FASTENERS CONNECTION CRITERIASPACING 3 Ibd BOX(3 X0.135)OR a. NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED 5HANK5 EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING 2-I6d COMMON(3 Y2"X0.162"9;OR TOE NAIL CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.I142 INCH(20d R501.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN "`- 3-I0d BOX(3"X0.128");OR COMMON NAIL),110 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN O.M INCH,AND 100 K51 FOR SHANK EXTERIOR SHEATHING PER WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 3-3"X0.131' NAILS DIAMETERS OF 0.142 INCH OR LESS. TABLE 8602.3(3) 6' EDGES 12" FIELD WALL b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM-1/I6-INCH ON DIAMETER GROWN WIDTH. C,5-W5P GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE Ibd COMMON(3 Y2"X0.162") 24" O.G. FACE NAIL c. NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 4e, INCHES OR GREATER. CONTINUOUSLY SHEATHED 3 REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 11 G 16 ANASTM E 1886 AS �8 d.FOUR-FOOT BY 8-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY. WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENINO PROTECTION FOR (� 8 STUD TO STUD(NOT AT BftAGED WALL PANELS) e.SPACING OF FASTENERS NOT INCLUDED IN THI5 TABLE SHALL BE BASED ON TABLE 8602.3(2). VARIES BY FASTENER IOd(3"x0.128");OR TABLE 8602.3(1) or 8602.3(2) WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING 3"X0.131") NAILS 16" O.G. FACE NAIL f. WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF 5HEATHING TO GABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, La STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) r NAILS FOR ATTACHING PANEL ROOF 5HEATHING To INTERMEDIATE SUPPORTS SHALL BE BE SPACED b INCHES ON CENTER FOR MINIMUM 4e, INCH N Ibd BOX 0 Y2'X0,1359;OR3: EXCEPTION: STUD TO STUD AND ABUTrING STUDS AT INTERSECTING WALL 3"X0.131"NAILS 12"O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. O q CORNERS(AT BRACED WALL PANELS) g.GYPSUM 5HEATHING SHALL CONFORM TO A57M G 1336 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD 5HEATHING W GS-G"A WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN x/16 INCH AND A # Z Ibd COMMON(3 YSHALL CONFORM TO ASTM G 208.2"x0.162") Ib" O.G.FACE NAIL CONTINUOUSLY SHEATHED SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. h.SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED SEE METHOD C,5-W5P SEE METHOD C,5-W5P Ibd COMMON(3 Y2"X0.162") b"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.5PAGING OF FASTENERS ON ROOF 5HEATHING PANEL EDGES APPLIES TO PANEL EDGES z WOOD STRUCTURAL PANEL �8 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE F Z ADJACENT TO GARAGE 10 BUILT-UP HEADER(2"TO:2"HEADER WITH Y2" SPACER) SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO � OPENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Ibd BOX(312"X0.135") 12" O.G.EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT A5 REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE PREDRILLEDAS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. 0 5-8d BOX(2 Y2"X0.113");OR I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THI5 SCHEDULE ,PROVIDE TWO TOE NAILS to WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO J 11 CONTINUOUS HEADER TO STUD 4-Sd COMMON(2 Y2"X0.131");OR TOE NAIL ON ONE 51DE OF THE RAFTER AND TOE NAILS FROM THE CEILING J015T TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE.THE TOE NAIL ON RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH V 4-I)d BOX(3"X0.128" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. Z j EITHER TABLE 8301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT Ibd COMMON(3 Y2"X0.162 GS-PF") ib" O.G. FACE NAIL p SEE SECTION 8602.10.6.4 SEE SECTION 8602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE � CONTINUOUSLY SHEATHED /16 U � � TOP PLATE TO TOP PLATT= 1)d BOX(3"X).12V9;OR TABLE 8802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES Z PORTAL FRAME BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1.2 IS PERMITTED FOR Q; 0 o 12 3"x0.131")NAILS 12" O.G.FACE NAIL h � BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE FROM WIND (ASD) (POUNDS PER Ga.b.c,d,e,f,a ONNEGTION) DESIGN WIND SPEED, IS 180 MPH OR LESS. Q o 8-Ibd COMMON(3 J"X0.162");OR EXPOSURE B 0 O-T w v 12-16d BOX(3 Y2'X),I35");OR I Y2" long X 0.12 dia. H w v v w z Iu DOUBLE TOP PLATE 5PLIGE FOR 5DC's A-D WITH SEISMIC (for Y2"thick sheathing) TABLE R501.2.1 .2: WINDBORNE DEBRIS PROTECTION FASTENING o o F o 0 2 12-Iod BOX(3"X0.128");OR FACE NAIL ON EACH SIDE OF 25 BRACED WALL LINE SPACING<25' ULTIMATE DESIGN WIND SPEED Vult (mph) d s 12-3"X0.131"NAILS END JOINT(MINIMUM 24" LAP p 2 On �32 fOr I /a Ion X 0.12 dia. C,5-5FB i� (for 25/32" hick sheathing) 3" EDGES 6" FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS z Q o w _ SPLICE LENGTH EACH 510E OF RAFTER OR ROOF SPAN 130 mph 140 mph CONTINUOUSLY SHEATHED maximum I(o galvanized roofingnails or 8dcommon w U z O F N_ l3 END JOINT) TRUSS 5PAGING (FEET) STRUCTURAL FIBERBOARD FASTENER 5PAGING SS Y�w Q z m D DOUBLE TOP PLATE SPLICE SDG's DO,D1,OR D2;AND 12-Ibd(3 Y2"X0.135") ROOF PITCH ROOF PITCH Stud spacing _ 12 Y2" long X 0.131"dlaJ Halls U F w U E O N M W BRACED WALL LINE 5PAGING>:25' - - 3 N T Q t- V FASTENER TYPE 4 FOOT 6 FOOT o N W� <5:12 >5:12 <5:12 >5:12 PANEL SPAN < PANEL SPAN < PANEL SPAN Ibd COMMON(3 Y2"X0.162") 16" O.G.FACE NAIL 12 15 88 122 113 FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I degree = 0.01'75 rad, 1 pound per scLuore foot=47.8 N/m2, I mile per hour = 0.447 m/s. <4 FOOT <_ 6 FOOT <8 FOOT u*i Q ro O BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 18 122 112 157 146 u w Q zF- 14 BLOCKING(NOT AT BRACED WALL PANELS) Ibd BOX 0YYNO.1359;OR 12"O.G.FACE NAIL 24 1411 137 112 178 a. Adhesive attachment of wall sheathing including Method GB, shall not be permitted in Seismic Design Categories G, Do, D1 and D2. NO. 8 WOOD SCREW v w z Q w o 3"x0.131") NAILS b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall Q J Q b H z o 28 167 153 216 200 BASED ANCHOR WITH 2 16 10 8 a~ °N o o-' } 12 O.G. of the garage. In Seismic Design Categories Do, D1, and D2 roof covering dead load shall not exceed 3 psf. v w� �o� 3-Ibd BOX(3 Y2"XO.135");OR 3 EACH Ib"O.G.FACE NAIL 32 l85 170 240 222 c. tiara e openings ad acent to a Method GS-G panel shall be provided with a header in accordance with Table 8602.5 (I). A full INCH EMBEDMENT LENGTH z�I 05W-g wa � h 15 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-I6d COMMON(3 Y2"X0.162");OR 2 EACH I6" O.G. FACE NAIL 36 203 186 264 244 gp p o O w o a �i v BLOCKING(AT BRACED WALL PANELS) 4-3'X0.131"NAILS 4 EACH Ib"O.G. FACE NAIL 42 230 211 300 278 height clear opening shall not be permitted to a Method 05-0 panel. I=C(���w N w NO. 10 WOOD SCREW o W v v I 48 258 236 336 311 d. Method GS-5FB does not apply In Seismic Design Categories D), DI , D2. �„L o F o z w o 4-5d Box(2 "x).113");oR e. Method applies to detached one and two-famlly dwellings in SeismlG Design Categories Dothrough D2only. BASED ANCHOR WITH 2 16 12 q E F w N LU y a a 3 V 3 3-Ibd BOX(3 Y2"X0.135");OR 12 126 I I7 162 Iso INCH EMBEDMENT LENGTH v Mug� _a � O 4-8d COMMON (2 Y2"X0.131");OR TOE NAIL l8 162 14411 20-1 Iq4 w _�w��u v o u-0 � 4-IOd BOX(3"x0.125");08 24 118 182 255 237 W o a s�o w m w 16 TOP OR BOTTOM PLATE TO 57UD 4-3" X 0.131 NAILS I w U_Q(a w 1- � }- „ 28 222 203 287 266 y4 INCH LAG SCREW �'v I6 O.G. 52 246 226 51q 215 TABLE 8602.10.5 v N o Q u o o z m 3-Ibd BOX(3 "X0.135");OR BASED ANCHOR WITH 2 I6 16 16 z�"1-% ��Q j z o 2-I6d COMMON(3 Y2"X0.162");OR END NAIL 36 270 247 351 325 MINIMUM LENGTH OF BRACED WALL PANELS 3=v w°a T N O INCH EMBEDMENT LENGTH � O m v v 3-Iod BOX(3°x0.125");OR 42 306 281 3qq 370 §` �z> V- V 3-3"X0.131"NAILS MINIMUM LENGTH O Q T Q w K Q NO- (INCHES) CONTRIBUTING T*R�*H 3 K= O 3-Iod BOX(3"X0.128");OR EXPOSURE G ADJACENT CLEAR WALL HEIGHT LENGTH a. THIS TABLE IS BASED ON 180 MPH ULTIMATE Q Q N o o 1,3 v Q I? TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON(3 Y2°X0.1629;OR 3-3"X0.131" NAILS FACE NAIL OPENING HEIGHT 5 FEET q FEET 10 FEET II FEET (INCHES) DESIGN WIND SPEED AND A 55 FOOT MEAN ROOF ULTIMATE DESIGN WIND SPEED Vult (mph) (INCHES) 12 FEET HEIGHT. 3-8d BOX(2 "X0.113"9;OR RAFTER OR ROOF SPAN GS-W5P <64 24 2? 30 33 36 ACTUAL 2-5d COMMON(2 Y2°x0.131'7;OR 3 130 mph 140 mph b. FASTENERS SHALL BE INSTALLED AT OPPOSING I"BRACE TO EACH STUD,4ND PLATE 2-IOd BOX(3"X0.128");OR FACE NAIL TRUSS SPACING (FEET) ENDS OF THE WOOD STRUCTURAL PANEL. ROOF PITCH ROOF PITCH 2 STAPLES 1FASTENERS SHALL BE LOCATED NOT LESS THAN 5/4" Box 2 xa.n ;OR <5:12 >5:12 <5:12 ?5:12 2-8d COMMON(2 Y2"X0.131");OR INCH FROM THE EDGE OF THE PANEL. W 2 161 151 118 186 111 I"X 6"SHEATHING TO EA(:H BEARING 2-IOd SOX(3"X0.128");OR FACE NAIL TABLE 8501.2 G. ANCHORS SHALL PENETRATE THROUGH THE i0 2 STAPLES, I"CROWN,) 24 256 231 317 218 bga.,l 5/4" LONG 18 208 115 217 242 DEGK LEDGER CONNECTION TO BAND JOISTab EXTERIOR WALL COVERING WITH AN EMBEDMENT Q 3-8d BOX(2 "x2. 21311;OR 28 281 261 358 335 (DEGK LIVE LOAD=40 PSF, DEGK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE 3-5d COMMON(212"x).131");OR 12" O.G. 32 321 211 318 373 - BUILDING FRAME. FASTENERS SHALL BE LOCATED v 3-Iod BOX(3"X0.125');OR ''// 3 STAPLES, 1"GROWN, I6go.) 5/4" LONG 36 353 321 438 411 CONNECTION DETAILS JOIST SPAN NOT LESS THAN 2 72 INCHES FROM THE EDGE OF THE 20 I" X 8" AND WIDER SHEATHING TO EACH BEARING WIDER THAN I" X 8" FACE NAIL 42 402 375 411 468 6'AND LE55 6' 1" TO 8' 8'I' TO 1o' 10'1 TO 12' 12'1 TO 14' 14'1"TO Ib' 1(_51 TO 18' d)BLOCK OR CONCRETE. d LU Z N 4-8d BOX(2 X0.113");OR 48 450 420 560 524 ON-CENTER 5PAGING OF FASTENERS 3-8d COMMON(2 Y2"X0.131");OR 12 214 201 263 247 INGH DIAMETER LAG 5GREW c d d. PANELS ATTACHED TO MASONRY OR U j W - W 30 23 Ia 15 13 If to 3-IOd BOX(3 MASONRY/570000 SHALL BE ATTACHED USING Z X Z "X0.128");OR 18 277 2511 342 322 WITH} INGH MAXIMUM SHEATHING N 4 STAPLES, I"GROWN, I69a.,1 5/4" LONG 24 340 318 422 316 � INCH DIAMETER BOLT WITH� INCH 36 36 34 211 24 21 Iq VIBRATION-RESISTANT ANCHORS HAVINGAN Q W < 28 384 356 476 446 MAXIMUM 5HEATHING d � FLOOR 16 O.G. ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS O v O 0 32 427 318 52q 416 INCH DIAMETER BOLT WITH I-INCH 36 36 211 24 21 I5 16 Z Z 4-8d BOX(2 "X0.113");OR MAXIMUM 5HEATHINGe THAN 1500 POUNDS. F- I- V- t- 3-8d COMMON(2 Y2"x0.131");OR 36 461 438 583 547 J W 21 JOIST TO SILL,TOP PLATT=OR GIRDER FOR SI: I Inch = 25.4 mm, I foot =304.8 mm, I pound per square foot = 0.04711 kPa w w � � p z 3-IOd BOX(3"X0.128");OR TOE NAIL 42 535 411 664 622 a.Ledgers shall be flashed in accordance with Section 8,03.4 to revert water from contractingthe house band joist. - - - 3-3'X0.131" NAILS 48 511 551 745 617 b. Snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER Sd BOX(2 "X0.113") 4" O.G.TOE NAIL c. The ti of the la screw shall full extend beyond the Inside face of the band joist. Q U p 9 y y J TABLE 8301.7 OF THE 2015 INTERNATIONAL RESIDENTIAL GORE 22 RIM JOIST,BAND J0I5T GR BLOCKING TO SILL OR TOP 8d COMMON(2 Y2'XO.131");OR FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, d. Sheathing shall be wood structural panel or solid sawn lumber �/ a/ X V PLATE(ROOF APPLICATIONS ALSO) Iod BOX OR 6" O.G.TOE NAIL 2 e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. W W W W W W O 3"X0.131" NAILS I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.1 N/m , I plf 14.6 N/m Up to 1/2-Inch thickness of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable STRUCTURAL MEMBER ALLOWABLE (L 0. Z IL 0. (L Z - 3 d BOX 2 X).13 ;OR sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION 2-e,d COMMON(2Y2'XO.131");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF 13 RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 O 1w 23 1" X 6" SUBFLOOR OR LE°i5 TO EACH JOIST 3-Iod BOX(3"X0.128");OR s FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT 2 STAPLES, I'CROWN, Ibga.,l /4" LONG TABLE R50-7.2.1 ry O %Z tt CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE WITH NO FINISHED CEILING ATTACHED TO (� PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS r m 3-I6d BOX(3Y2X).135");OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE N N O La 24 2" SUBFLOOR TO JOIST OR GIRDER 2-I6d COMMON(3 Y2"X0.162") BLIND AND FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE INTERIOR WALLS AND PARTITIONS H/180 25 2" PLANKS(PLANK SBEAM - FLOOR E ROOF) 3-I6d BOX(3Y2X0.135");OR. TABULATED FORGES FOR EXPOSURE G AND DOR FOR THE OTHER MEAN ROOF MINIMUM END AND EDGE DISTANCES AND 5PAGING BETWEEN ROWS FLOORS AT EACH BEARING,FAGS NAIL 2-I6d COMMON(3 Y2"x0.162") HEIGHTS. TOP EDGE BOTTOM EDGE ENDS ROW 5PAGING 1_/360 3-I6d COMMON(3 "xo.162") b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING CEILING WITH BRITTLE FINISHES (INCLUDING 1_/360 >r %z U) 't 1() N 26 BAND OR RIM JOIST TO.101ST 4-10 BOX 0"x0.125'7;OR ASSEMBLY DEAD LOAD OF 15 PSF. LEDGERa 2 INCHES(' 3/4 INCH 2 INGHESb 1 5/5 INCHES" PLASTER AND STUCCO) 4-3"X0.131" NAILS ;OR END NAIL c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF 4-3"X 14go.STAPLES,a" GROWN OVERHANG OF 24 INCHES. BAND JOIST- 3/4 INCH 2 INCHES 2 INCHES" 15/5 CEILINGS WITH FLEXIBLE FINIBHES (INCLUDING INCHES" L/240 - NAIL G ER s o o d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE GYPSUM BOARD) 20d COMMON(4"X0.1112");OR 32"O.G.AT TOP AND BOTTOM MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING FOR SI: I 11,101-1=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240 AND STAGGERED a. LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(I). IOd SOX(3 24" O.G. FAGS NAIL AT TOP CORNERS. EXTERIOR WALLS - WIND LOADO WITH PLASTER OR H/360 "X0.128");OR AND BOTTOM STAGGERED ON b. MAXIMUM 5 INCHES. c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER-5 RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES V 27 BUILT-UP GIRDERS AND E'�EAMS,2-INGH LUMBER LAYERS 3"X0.131"NAILS e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED OPPOSITE SIDES UPLIFT GONNEGTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE EDGE OF THE LEDGER D SHALL BE IN ACCORDANCE WITH FIGURE 8501.2.1(1). AND: FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOADS" WITH OTHER H/240 3-IOd BOX(3"X0.128");OR OR ,, \\ 2-2od COMMON(4"X0.1 IBRITTLE FINISHESV �} R OR AT EACH SPLICE FORGES. 3-3"X0.131" NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT TABLE: R402.1.4 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE EXTERIOR WALLS - WIND LOADSa WITH FLEXIBLE H/120d 4-I6d BOX(3 "x0.135")pR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL FINISHES. 25 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-Ibd COMMON(3 Y2"X0.162');OR AT EACH JOIST OR RAFTER, WALL ABOVE. EOU I VALENT U-FACTORS 4-IOd Box(3"X0.128');OR FACE NAIL g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LINTELS SUPPORTING MASONRYVENEER WALLSe L/600 4-3"X0.131 NAILS O SHALL BE PERMITTED. CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 211 BRIDGING TO JOIST 2-Iod (3"X).128") EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGING SHALL BE PERMITTED FENESTRATION SKYLIGHT CEILING FRAME WALL MA55 WALL FLOOR BASEMENT WALL CRAWL SPACE V / J TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE a. FOR THE FURP05E OF THE DETERMINING DEFLECTION LIMITS Z HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN LH AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS 4 EXCEPT 0.35 0.55 0.026 0.060 O.OciB 0.047 0.05ci 0.065 OBTAINED FROM THE TABLE R301.2(2). MARINE b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN A5 TWICE (� TABLE R&02.5(5) 5 AND THE LENGTH OF THE CANTILEVER. L" 1-1 O WOOD PANEL WALL SHEATHING FASTENING SCHEDULE MARINE 4 0.52 0.55 0.026 0.060 0.082 0.033 0.050 0.055 c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN i.1-1 MINIMUM NAIL MINIMUM WOOD MINIMUM VOMINAL MAXIMUM WALL PANEL NAIL SPACING ULTIMATE DESIGN WIND ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO STRUCTURAL PANEL THICKNESS STUD SPACING SPEED VULT(MPH) PROPOSED AS MAX. -V.II.F. AS MAX. AS MAX. AS MIN. AS MIN. AS MIN. N/A AS MIN. COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGE5 FIELD WIND EXPOSURE CATEGORY ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF V (INCHES) RATING (INCHES O.G.) (INCHES O.G.) B G D GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED bd COMMON 15 24/2 3i5 16 b12 140 115 110 L/175 FOR EACH OLA55 LITE OR L/60 FOR THE ENTIRE (2.0"X0.113") LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. O 8d COMMON 16 6 12 l to 140 135 TABLE: 8402.1.2 - 2015 INTERNATIONAL ENERGY CONSERVATION GODS FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF 1."15 24/16 ?/b 1� v (2.5"x0.131") 24 6 12 140 115 ll0 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD FOR 51: 1 Inch = 25.4 mm, I MILE PER HOUR = 0.441 m/s INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DEFLECTION SHALL NOT EXCEED L/120. r Z a.PANEL STRENGTH AXIS PARP,LLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD 5HEATHING WITH STUD SPACING MORE THAN 16" d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. MAXIMUM GLAZED MINIMUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE n IK b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION 83012. DEFLECTION OF H/180. LATERAL BRACING R.EQUIREMENT5 SHALL BE IN ACCORDANCE WITH SECTION 8602.10. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE C. REFER To SECTION 8703.8.2. C.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF NALL-I6 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE To PANELS WITH A 24/0 b,e SPAN RATING. PLYWOOD SIDING RATED Ib O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. U-FACTOR b U-FACTOR 5HGC R-VALUE R-VALUE R-VALUE I R-VALUE R-VALUE - $ DEPTH d WALL R-VALUE e' WALL-Ib AND PLYWOOD 51PINO Ib O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16" ON CENTER. 4 EXCEPT 20 OR 10 GOVT. OR 10 CONT. OR 00.55 0.55 0.40 4a 8/13 ICI 10 / 2FT. lu MARINE 13 + 5 h 13 CAVITY 13 CAVITY O 5 AND 0.52 0.55 NR 4ci 20 OR 13/1"1 5O g 15 CONT. OR 10 / 2FT. 15 CONT. OR r O z MARINE 4 IB + 5 h Ici CAVITY Iq CAVITY i kn O AS MAX. AS MAX. PROPOSED AS MAX. -V.I.F. _V I F -V I F A5 MIN. A5 MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. lu REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES p < 0 -2 0 t(1 � CONTINUOUS BEAD F SEALANT r L ¢x ODD MANUFACTURED THIN-PROFILE rJ :, C cC r�I I.t 2C '� I7 R %C T i P. C. EXISTING ATTIC, VENTILATION BAFFLE VENTED AIR SPACE / FLOOR ASSEMBLY (FULL WIDTH ATTIC INSULAITON Y2" RI61D TODD CYC HELL,AIA INSULATION _ TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway PTIONAL Suite 120 ONTINUOUS MINIMAL CAVITY INSULATION eLl=vaTloN COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,.NY 117fi8 EXPANDING FOAM AT WINDOW PERIMETER ANDIN6 FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED (631)650_ 6 SECTION" THE PERIMETER OF LOOSELY IN THE BUILDING ENVELOPE AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631)654-6667 OUT RI610 INSULATION ONTINUOUS BEAD GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A EILIN6 GYPSUM BOARD OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL C(616)658.0325 A5 AIR BARRIER " RI61D INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE EXISTING BAND JOIST INSULATION SEALED r v r"f t NTINUOUS BEAD RETROFIT WITH 1 1/2'RI61D INSULATION \"XTERIOR INSULATED ' - " INDOW UNIT AS OF SEALANTWALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT Z�0500 5a4-00500 5cafe=s/4" 1'-0" SHALL BE ALIGNED WITH THE INSULATION AND ANY AIR BARRIER ONTINUOUS BEAD CEILING / ATTIC, THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF SEALANT THIN-PROFILE ATTIC EAVE BAFFLE AND VENT GAPS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER AGGESS OPENINGS, DROP DOWN STAIRS OR KNEE J CONTINUOUS MINIMAL WALL DOORS TO UNCONDITIONED ATTICS SPACES r' EXPANDING FOAM AT NTINUOUS MINIMAL 5-01004 Scab=s/4" ■ P-0• SHALL BE SEALED WINDOW PERIMETER EXPANDING FOAM AT e WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILING THE BE SEALED. CONTINUOUS BEAD E'YPSUM BOARD —MANUFACTURED RECESSED LIGHT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE i --OFSEALANT X4 BLOGKIN6 ENCLOSURE EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM - ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED J ONTINUOUS BEAD EILIN6 JOISTS KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT w.,o AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER J OF ADHESIVE ONTINUOUS BEAD INDOW UNIT AS .„. OF SEALANT AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS N5ULATED EXTERIOR THE SPACE BETWEEN WINDOW/DOOR JAMBS AND HALL FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE CONTINUOUS MINIMAL ----EXTERIOR WALL SEALED to EXPANDING FOAM AT 5HEATHIN6 XPANDING FOAM SEALANT �m WINDOW PERIMETER AT PERIMETER 2-5TUD CORNER WITH Ix4 BACKER ONTINUOUS BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JO15T SHALL BE INSULATED N OF SEALANT CONTINUOUS BEAD RYWALL CEILING FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED O -CIF SEALANT 5-00006 6ala,5/4' ■ I'-0” RECESSED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES 4 THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE d 0 CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF 5UBFLOOR DECKING, OR FLOOR FRAMING CAVITY H — 4 NTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTA07 WITH -1 -1 ONTINUOUS BEAD ° OF ADHESIVE OF SEALANT THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION —CONTINUOUS BEAD AJR 5FJ�I W AT ITZE55M u6ffiNS IN Arnc z In INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND ONTINUOU5 SILL SEALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL Z -FULL WIDTH OF MUDSILL ONTINUOUS BEAD 5-02041 Scale= 5/4• ■ 1'-0" PERIMETER FLOOR FRAMING MEMBERS " OF ADHESIVE CRAWL SPACE WALLS OUNDATION WALL ONTINUOUS BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR 'INSULATION, u AS AIR BARRIER OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE m o g WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS b Mz INV v ONGRETE SLAB AS w a u o 0 0 o AIR BARRIER SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE �w0-= a PENETRATIONS p x ° ° FLOOR ASSEMBLY LOCKING AS REQUIRED UNCONDITIONED SPACE TO BE SEALED N F Q o Q w SHAFTS OPENING TO EXTERIOR OR w m u u w CONTINUOUS BEAD YPSUM BOARD BOX BATT5 IN NARROW CAVITIES SHALL BE: GUT TO FIT, OR MUM z =z u= (�NARROW CAVITIES SHALL BE FILLED B'sY INSULATION THAT F F SEALANT ONTINUOUS BEAD ENCLOSURE NARROW CAVITIES - 0 OF SEALANT ATTIC, INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE uk' Q o W a GEILIN6 JOIST w�uJzn u�z CAVITY SPACE pz=E�uwuwiN V ONTINUOUS BEAD GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED w =m o w g W U QN�uptu�� Q OF SEALANT SPAGE N w p z F p w V H NTERIOR 6YMSUM z o w-z-Q w o p F WALLBOARD AS BARRIER RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE Q ' 4 a x z a o 3' rrMIN BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED Q v w° pjy CONCEPTUAL AIR SEAL I NC STRATEC Y // L w w p z W o pIn CONCEPTUAL AIR SEALING STRATEGY // �1IGEPT�AL AIR sEALIN6 sTR4TE6Y TO THE DRYWALL AIR TIGHT AND IG RATED z o -y a c z VL LOWER WALL SECTION UPPER WALL SECTION AT UPPER FLOOR BAND JOIST 5-02011 scab=s/4' • f'-0" Q oPLUMBING AND WIRING BATT INSULATION SHALL BE OUT NEATLY TO FIT o' o z wAROUND WIRING AND PLUMBING IN EXTERIOR uDwwo XPANDING FOAM SEALANT EXNN vxF3wo nm_ —O�� WALLST PERIMETER , OR INSULATION THAT ON INSTALLATION u F-w-wwaQ -Oit AYu wu5-02002 5cale: 5/4� 1 5-02005 Scale: 5/4� I READILY CONFORMS TO AVAILABLE SPACE SHALL Po> owEpYNTINuoUS BEAD OF -CO EXTEND BEHIND PIPING AND WIRING `�I.~N�wmw w v 1n w SEALANT � ~FtL RYWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS u u N,n u p z fA EXTERIOR WALLS ADJACENT TO SHOWERS AND N " GYPSUM BOARD SHOWER/TUB ON EXTERIOR WALL z V- 'z o GESSED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUBS SHALL k i u w o a D=o- Z 2) LAYERS 2" RIGID INSULATION TUBS SHALL BE INSULATED Q _ SEPARATE THEM FROM THE 5HOWER5 AND TUBS a f"? z a INSTALL I' RI610 INSULATION INSTALLED DURING FRAMING p Q v p d u Q w OUT TO FIT BETWEEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL SE INSTALLED BEHIND RAFTERS FROM SEAL BOTH AIRffi'A W AT IRTZESSM u6NnN6INA71TIC, EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR Q Q N o p o 0 I" RI61D INSULATION SIDES ALONG RAFTER WITFf AIR-SEAL BOXES SHALL BE INSTALLED ROUGH OUT AROUND EXPANDING FOAM SEALANT. VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5-02040 Scala.5/4' ` 1'-0" HVAC REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RI61D INSULATIO LINSULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE O WITH EXPANDING ATTIC INSULATION HALL 5USFLOOR OR DRYWALL FOAM SEALANT XTFRIOR WALL INSTALL I" RI61D INSULATION SHEATHING WHEN REQUIRED TO BE SEALED, CONGEALED FIRE CONGEALED SPRINKLERSN SPRINKLERS SHALL ONLY BE SEALED IN A MANNER VERTICALLY TO CONNECT Tm W INSULATING 5HEATHIN6 TO R161D 5-STUD CORNER WITH RIGID INSULATION THAT 15 RECOMMENDED BY THE MANUFACTURER. IV CAULKING OR OTHER ADHESIVE SEALANTS SHALL Q el zINSULATION BAFFLE. NOT BE USED TO FILL VOIDS BETWEEN FIRE FOAM SEAL BOTH JOINT 5-0000T Scale=s/4" I'-0" ® i SPRINKLER COVER PLATES AND WALLS OR v ONTINUOUS BEAD CEILINGS a OF SEALANTILI RI61D INSULATION ONTINUOUS BEAD Ul z to " OF SEALANT �XTERIOR INSULATED " R16ID INSULATION 0Q Z WALL VIDE 5LOGKIN6 AT X XTERIOR INSULATED STUD CAVITY AT 5HOHER � < W Q WALL AT EXTERIOR WALL V IIJ V AL N T BEAD OF —N—STALL INTER OR SHEATHING MATERIALS R-VALUES Z TAP,XM I61D INSULATION AS ATTIC EAVE BAFFLE GUT I"EXTERIOR INSULATION SHEATHIN6 AS A ANT ZATTIC EAVE BAFFLE AND VENT PRIOR TO INSTALLATION OF W W � W MANUFACTURED VENT PREFAB FIREPLACE UNIT EMENT BAGKERBOARD MATERIAL R-VALUE V V 0 V m V 5-0I006 Scale=s/4" ■ I'-0" 5-01005 Scaled/4' ■ I'-0" FAB TUB SURROUND FINISH TUB UNIT W 1111 W W( L 0. (L z W W O TILE SURROUND FINISH IF�IREPLAGE IT BUILDING BOARD 0. Q. z EMENT BACKERBOARD t- --INSTALL I" R161D INSULATION NSULATED ��-TUBS GYPSUM WALL BOARD 0.45 0 PROVIDE BLOGKIN6 AT BEYOND —� (Y2 ) AT BOTH HORIZONTAL AND /--INSULATED EXTERIOR EXTERIOR CAVITY AT TUB DRAINAGE PLA VERTICAL POSITIONS STUD WALL STUD WALL SATDEXTERIOR HALL ONTINUOUS BEAD GYPSUM WALL BOARD (s/8") 0.5625 r (LEAVE "GAP FOR EXPANDING FOAM) THIN PROFILE WALL SHEATHING OF SEALANT „ p O O O INSTALL EXPANDIN6 FOAM PLYWOOD a2 ) 0.62 SEALANT AT INTENTIONAL GAPS INSULATED EXTERIOR THIN PROFILE HAL AT I" RIGID INA LATIO EXISTING FLOOR STUD HALL 5HEATHIN6 PLYWOOD (5/4") 0.ci4 CONTINUOUS BEAD OF ASSEMBLY r rn nN y SEALANTCAVITY INSULATIONONTINUOUS BE 1►) NTINUOUS BEAD OF OF SEALANT (x MINIMUM DRIP SELANT SIDING ANUF. SHOWER I" R1610 IN5ULATIO PAN ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 SOFFIT CLO XPANDIN6 FOAMXPANDIN6 FOAM --WOOD FLOOR ASSEMBLY— ALUMINUM/ VINYL SIDING (Y" INSULATION) L'50 1 �} OOD FRAME FLOOR LU ASSEMBLY OD FRAME FLOORING FLOOR ASSEMBLY INSULATED CANTILEVER FLOOR// " ^• HARDWOOD FLOORING (/4") 0.68 CAVITY INSULATION WITH I•RI61D INSULATION CLOSURE TILE 0.05 LH 5-01014 5cale=5/4" ■ 1'-0' AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH O THIN-PROFILE 5HEATHIN6 FIREPLACE ASSEMBLY THIN-PROFILE SHEATHING//SECTION CARPET W 1 TH FIBER PAD 2.08 0 � n ATTIG INSULATION s-0lorn Scale=5/4' ■ I'-0" 5-01012 Scale=s/4" • 1'-0" HE5-01004 scale=s/4" ■ 1'-0• CARPET WITH RUBBER PAD 1.25 LU �L VI 1 1� Z � EILIN6 FRAMING11 51 �I/ FLOOR GRILLE AIR SPAGE V2" UP TO 4") 1.00 ATH INTERIOR OF LOOR DUCT BOOT Q " RI61D ATTIC ACCESS TO ONTINUOUS BEAD OF LEGTRIGAL WIRE ,I ' O INSULATION +1" OF INSULATION SEALANT PLUMBING PIP ROOFING it nil O n LEVEL FLOOR TOP PLATE i l l l l l l i l i l l l �- AGGESS PANEL ASPHALT SHINGLES Z 0.44 n DRAW AGGESS PANEL TOP PLA UL lu 5NU6 SU WITH PERIMETER EXPANDING FOAM NLATED FLEXIBLE DUCT XPANDIN6 FOAM WOOD SHINGLES Q,q7 � ' SEALANT TIE AT INNER LINER SEALANT O or-- '- TRIM AS REQUIRED ASTIG AT INNER LINER L STUD v/ TIE AT OUTER LINERfy 0 INISH GEILIN6 HALL S DOORS n 0 z WOOD, SOLID GORE (1 5/4") iL 3 15.00 AIR SEALING AT ATTIC,HATCH//FINISH SGRENIS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL.AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION INSULATED METAL DOOR (2") 5-02022 5cale=5/4" • I'-0" 5-01025 S601eG/4" • I'-0" 5-0IOss Scale=s/4" ■ 1'-0" s-0I024 Scales/4• ■ 1'-0" POURED CONCRETE PER I" 0.08 LU d) O r � ! Z � II N z Q O z . o Q 0 0 PROVIDE HOLD DOWNS AT ALL CORNERS AND BOTH HURRICANE ANCHORS MANUFACTURED BY 51 DES OF OPENINGS SIMP50N STRONG-TIE CONNECTORS MODEL No. H2.5A OR GREATER IN WIDTH OR APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN ' FTERS DO NOT ALIGN WDOUBLE 2X 5TU WITH STUDS �., .i�0� c�6��N���� TODD O'CONNELL,AIA SIMP50N HDU5-5D52. HURRICANE ANCHORS MANUFACTURED BY 1200 veterans Memorial Highway SIMPSON STRONG-TIE CONNECTOR pp SIMPSON STRONG-TIE CONNECTORS MODEL Suite 120 L. #H'1Z TO BE USED WHEN �U No. HI OR APPROVED EQUIVALENT AT EVERY Hauppauge,NY 11788 RAFTER ALIGNS WITH STUD v RAFTER TO PLATE CONNECTION-- P(631)650-6666 USE A MINIMUM OF TWO 5d F(631)650-6667 NAILS THIS SIDE WIITH A °° I s TOTAL OF FOUR INTO RAFTE 0 C(516)658-0325 o ® ° ROOF RAFTS ROOF RAFTE r4* 14 1 DOUBLE TOP PLA \l P05T GAP MANUFACTURED BY SIMPSON I I STRONG-TIE CONNECTORS MODEL No. 5052-2/4 OR APPROVED EQUIVALENT INSTALLED 1.. PLATE TIES MANUFACTURED BY 51MPWN AS PER MANUFACTURES SPEGIFICATION5 r STRONG-TIE CONNECTORS MODEL No. R5P4 OR APPROVED EQUIVALENT AT EVERY STUD r s 1 TO PLATE CONNECTI ON WHEN RAF I ER5 DO NOT BEA AL16N WITH STUD / v DECORATIVE COLUMN COVER ' 4x4 COLUMN STUD5 a 16" 0.0-/ s/8" THREADED STEEL RO I) ° HURRICANE ANCHORS ° 51MP50N HDU5-5D52. MANUFACTURED BY TWO 8d NAILS 51MP50N 5TRON6-TIE INTO PLATES DOUBLE 2X 5TU CONNECTORS MODEL No. H2.5A OR APPROVED 16HT 8d NAILS SIMP50N HDU5-5D52. EQUIVALENT AT INTO STUDS EVERY BEAM TO 8001= STizi�fi'11�O DETAIL L HOOKED ANCHOR BOLT JOIST CONNECTION AGQ DECKING z # MIN. 12" PENETRATION 0 BOTH SIDES / � v 3INTO FOUNDATION -� USE SIMPSON Z-MAX OR HD6 CONNECTORS SCALE: 5/4" = 1'-0" v TO INCREASE CORROSION RESISTANCE O F.J. ® I6" O.G. FOR ALL HARDWARE IN CONNECTION � W/AGQ LUMBER. V Z USE 5IMP5014 Z-MAX OR HD6 CONNECTORS \ � `� 14 BEA TO INCREASE CORROSION RESISTANCE P05T GAP MANUFACTURED BY 51MP50N FOR ALL HARDWARE IN CONNECTION STRONG-TIE CONNECTORS MODEL No. BG52-2/4 POST GAP MANUFACTURED BY SIMPSON �m 1 o<tu N v W/ ACO LUMBER. �� \� II OR APPROVED EQUIVALENT INSTALLED STRONG-TIE CONNECTORS MODEL No. BG52-3/b In a w o �'a a I MIN. EDGE OR APPROVED EQUIVALENT INSTALLED AS PER MANUFACTURES SPECIFICATIONS WALL STUDS a 16" O.G. DIFFERENCE II AS PER MANUFACTURES SPECIFICATIONS =o p DOUBLE F.J. UNDER GOLU x4 ACO COLUMN o J�Q o a COLUMN BASE MANUFACTURED BY 51MP50N 5TRON6-TIE w w T i o o N ODEL No. G550(b6-SD52 INSTALLED AS PER MANUFACTURERS 4• u .a SPECIFICATIONS OR APPROVED EQUIVALENT Q z=_ p o V p ' 12"4) P.CONC. 50NOTUBE w~v Q z 0.v�z lU V 5/8"(Px12" STEEL ANCHOR ®36" BELOW GRADE MIN. F }Q N w V BOTTOM PLA BOLTS AT 3'-O" O.G. MAX.� r, �; ' F = II w H DMENT OF7w �oaoo�o MIN EMBE 45�°� RIM JOIST Qa�F� zom z�Npw�OpLLt SEE PLAN--/ Qwo (^ L K UlLL1X2~ wVNW W N~11-Q(A W F-F-Z USE SIMP50N Z-MAX OR HDG CONNECTORS `' O O d J N v O O Ila � NOa TO INCREASE CORROSION RE515TANGE 5US FLOOR ALL 5T'RAPPIN6 TO BE z FLOOR JOIST FOR ALL HARDWARE IN CONNECTION _ 4 INSTALLED IO PER MANUFACTURES ° W/ AGQ LUMBER. GOLUMI� STR �i�I�lO DETAIL I" Q N s Q SILL PLA SPECIFICATIONS AND NYS GODS � •. w W v w Q TERMITE SHIEL I6 6a. STRAP TIES MANUFACTURED FOUNDATION WALL BY 51MPWN 5TRON6-TIE CONNECTORS •3 SCALE: 3/4" = I'-O" ODEL No. 0516 OR APPROVED EQUIVALENT. Q' �tOL17 I701�11� DETAIL X K K �X STRAP TO HAVE MIN. 12 BEARING ON THE STUD 0 0 � AND W 0 0 0 -7RAP UNDER SILL PLATE AT FOUNDATION. , 3 SCALE: 3/4" = I'-O" "x5"xI42" 5TL. BEARING PLATE MANUFACTURED I BY SIMPSON STRONG-TIE CONNECTORS MODEL No. PROVIDE ICE PROTECTION AS PER R405.2.'T. PROVIDE ICE PROTECTION AS PER R4oSs.'1. 1441CH CONSISTS OF AT 2 LAYERS ll CONSISTS AT 111 t J OF UNDERLAYMENT CM-011TED T T06ETHM OR OF UNDERLAYMENT G�Ei�NfED T T06ET}�R OR IU LBPS OR APPROVED EQUIVALENT 1�lCHOR BOLT DETAIL A SELF-ADHERING POLYMER MODIFIED BITUMEN A SELF-ADHERING POLYMER MODIFIED BITUMEN z SHEET TO EXTEND A FROM EAVES EDGE TO A 12 < PIGAL 5/e°XI2" HOOKED ANCHOR BOLT ,�j SHEET r0 EXTEND A FROM EAVES EDGE TO 12 = SCALE: 5/4" = 1'-O" MIN of 24'INSIDE THE EXTERIOR WALL LINE MIN.OF 24'INSIDE THE EXTERIOR WALL LINE I/2'GYPSUM BO of THE STRUCTURE I/2.GYPSUM 12 BO -1 MIN. EMBEDMENT INTO CONCRETE I2 of THE sTRUGTURE V - WITHIN 6-12" OF EACH END OF PLATE MIRAVISTA 5HAKE ROOFING BY MIRAVI5TA SHAKE ROOFING BY 2 OU1�I7 T 101 STR fi' 'I�lO DETAIL OPENS GAS M WAt-NJT FINISH OVENS CORNING WALNUT FINISH LU INSTALL AS PER MANUFAC INSTALL A5 PER ERCIl G lel Z IU SPEGIFIGATIONS 5PEGIFIGATIONS �j W � IU " 111/R-14 BATT INSULATION VV R-19 BATT INSULAoo� TIZ ON � .Z SCALE: 3/4" = I -O 2'R-14 CLOSED CELL FOAM 2'R-14 GL05ED CELL FOAM N Q JU X Q oo� WHEN NOT ALIGNED WITH RAFTER, RRRIGANE CLIP HURRICANE CLIP IU T O v CONNECT KING W STUDS TO TOP PLATE, ALL STUDS a 16" O.G. 5/a•COX PLYWOOD S 5/6•GDx PLYWOOD SHEATH zfi Z SEE ROOF STRAPI'IN6 DETAIL WRAP V4" 6AL5. 20 6A. COIL STRAP VER TOP OF TOP PLATE 4 NAIL 2xio RR elb'oA. 2x10 RR alb•oG. W W J WW ROOF FRAMING VENTED VINYL SOFFIT VENTED VINYL SOFFIT / v Q m Ib 6a. COIL STRAPPING MANUFACTURED Ixb FACIA Bo I b`b FAVA Bo I W W W W W W O BY 51MPWN STRONG-TIE CONNECTORS MODEL No. 0516 OR APPROVED EQUIVALENT 4•x5"ALUMNIUM 6UTTER W/ 455•ALUMNIUM 6U1TER W/ 0. R- Z 0- Q IL Z 5'x2•LEADER \ 5•x2'LEADER 0011\\ DETAIL I/a-5 FOR i- DETAIL I/A-5 FOR CRIPPLE �� zzz STRAP DETAIL STRAP DETAIL N N R-19 BATT INSULATI R-Iq BATT INSULATION ry RIM JOIST Q cV STUDS DOUBLE TOP PLATE 2x6 STUDS a ib•oG. 2xb STUDS a I6.O.G. 0 O O O O 5/6'GDX PLYWOOD SHEATH[ 5/6'GDX PLYWOOD SHEATHI SIDING TO BE SELEG SIDING TO BE SELEG # 1/2'POLYSTYRENE R1610 INSULATION 1/2'POLYSTYRENE R1610 INSULATION 1— m ry } \\-HEADER I ROOD DETAIL I I 8001= DETAIL SUB FLOOR 3 SCALE: 5/4" = 1'-0" 3 SCALE: 5/4" = 1'-0" UA FLOOR JOII U, JACK STUD 2'R-14 C405M CELL FOAM l l G W/R-15 BATT INSULATION V FULL LEN TH 2x6 STUDS e 16.O.G. z I WALL STUDS 5/6'COX PLYWOOD SHEATHI j� FRAMED OPENING FOR NEWTNM HOUSE MAP '5 DETAIL 2/A- FOR WINDOW OR EXTERIOR DOOR 16 6a. COIL STRAPPING MANUFACTURED 1/2•POLYSTYRENE RI61D INSULATION STRAP DETAIL HURRICANE ANGHOR5 MANUFACTURED BY _ O BY SIMPSON STRONG-TIE CONNECTORS NOTE: SIDING TO SELEcr SIMPSON STRONG-TIE CONNECTORS f (� MODEL No. 0516 OR APPROVED EQUIVALENT ALL STRAPPING TO BE 2xlo F.J.• 16•Olt. 5/4'PLYWOOD SUBFLOOR MODEL No. L5SU28L5SU2I0 OR APPROVE V I U 1 EQUIVALENT AT EVERY RAFTER TO RIDGE ,I � INSTALLED A5 PER MANUFACTURES 2•R-14 CLOSED CELL FOAM IN5ULAT N LU LU SPECIFICATIONS AND NYS CODE CONNECTION WHEN RAFTERS DO NOT ALIGN WALL STUDS a I6" O.G. 2bcb Aca SILL rE n/ El !�- 1 TERMITE Sl t SILL INSULAr HURRICANE ANCHORS MANUFACTURED BY 1 I SIMPSON 5TRON6-TIE CONNECTORS Q O C FLOOR STRAFF I NO DETAIL MODEL No. LSTA24 OR APPROVE OOF RAFTERS LH 3i'xl2'HOtlKED ANCHOR BO T 3 a 5,-O•o .\ II EQUIVALENT AT EVERY RAFTER TO RIDGE .^ �— O OL SCALE: 3/4" = I'-O" CONNECTION WHEN RAFTERS ALIGN v 1 dJ 10"P..GONG.FOUNDATION � O , \ z WALL W ft REBAR a 56' v i O.G.VERTICAL RIDE nn NOTE: 1� UPLIFT CONNECTION 15 REQUIRED MASTIC DAMPROOFI OLU NO UPLIFT G NEGTORS AT EACH END OF THE HEADER AND AT MASTI BOTTOM OF HEADER STUDS IN ADDITION 2x4 KEYV.IAY 4'P.GONC.W/6x6 10/10 REQUIRED T1FII5 AREA I I TO CONNECTORS AT WALL STUDS AND 12x24 P.GONG.SPREAD FTG. AKYI •�SIDE n r Z AT TOP AND BOTTOM OF CRIPPLES. I ON JOINT AT WALL 11-_ _ MIN 56'BELOW (� • cV Z CANT I J 1 1 . . . I I I I I .• -f � n ll- Q 04 REBAR MIN. 5"GONG.COVER o0 0 0 0 6 Ga. STRAP TIES MANUFACTURED BY SIMP50N 5TRONG-TIE CONNECTORS USE SIMP50N Z-MAX OR HDC? CONNECTORS (X lu MODEL No. C:516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE O STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION UNDER SILL PLATE AT FOUNDATION. W/AGQ LUMBER. •COMPACT FILL I AND WRAP L MIL POLY VAPOR BARRIER � � Q Z Ui�L I T GO�I�I GTOR DETAIL 8 OUNDAT I Oil DETAIL 12 RI I7O� STRAFF I NO DETAIL 3 SCALE: 5/4" = 1'-0" 3 SCALE: 5/4" = 1'-0" '3 SCALE: 5/4" = 1'-O" d v 0k N La 4 4" FRESH AIR VENT THROUGH ROOF ` 2'-1134 Q I` c[?[) P," O'CO 6 N[! I 28'-q3�8 34'-23801 i j c •. i s a r TODD O'CON ELL,AEA q" lo'-2114" 10'-9/14" I I'-a 1,— 1 1200 Veterans Memorial Highway -1 —F I Suite 120 — J (3) 2"X12" AGQ L — (3) 2"X12" AG — J (3) 2"X12" AG L — I Hauppauge,NY 11788 P(631)650-6666 12"0 SONO TUBE FILLED I F(631)650-6667 LID W/3000psl C(516)658.0325 CONCRETE MIN. 36" BELOW GRADE (TYP) O r SHOWER I I I SHOWER --- --_--_ I I I I � 24"X24"X12" P. GONG. e FOOTING I ' Cn A 2"XI2" A,! LEDGER NOTE: NEW FURNACE DIRECT :NTMUST I I I GW 1 }L n LAO TO EXIST WITH " CONFORM WITH MANUFACTURES AND 6" LAO BOLTS I' O.G. INSTALLATION INSTRUCTIONS AND _ 5TA66ER TECO JOISTS TO CLEARANCES FROM UNPROTECTED I I LEDGER WITH ZING COATED COMBUSTIBLE MATERIALS AS TIE W FOUNDATIONS FLOOR I I D 6 7�4 a-�/`I 6 OR HOT DIPPED GALVANIZED INDICATED ON THE APPLIANCE W/# REBAR m 24" �� 12"0 SONO TUBE FILLED LABEL AS PER M1306.1 OF THE O.G. VERTICAL;MINIMUM F 2; 3 2 2 ,1 2 2 3 �0 SOLID W/3000ps1 2015 IRC FILL SOLID (TYPI ) CONCRETE MIN. 56" 3 2TXI0—�Q (� 2"XIO" AGQ - BELOW GRADE (TYP) — _ — — — — _ — —_ -32'�6Q L_ED6Ef�- — — _ — — _ — — _ — — _ — — _ V b"X&" AGQ POST 2 XIO ACO LEDGER LAG TO EXIST O •" _ � O = WITH �" 0AND 6" LAO BOLTS I' O.G. = _ `1 -STAGGER TECO JOISTS TO LEDGER - O I I— 3QX7Q 4" `r WITH ZING COATED OR HOT DIPPED ® GALVANIZED iv? _ — — PROVIDE FLOOR L BEL ' I I , z # — — — — __ — —2_Xte" Q_t EeOER_ — — _ — _ — / I I — — — — — J I DRAIN W/ PREFAB I I 4 4" CONCRETE SLAB V 24'0X36" DEEP 4' 0 I I 12 ~ — — — — — — — — — — — — — w/bxb 10,(0 DRYWELL I I �Z7 1 OVER 6 MIL VB. ON 4 0 -� I I DW -- — I' 3 11 NOTE: DOUBLE ALL F.J. ON GOAMPAGTED SVOIL I I I/2° I v Z UNDER PARALLEL WALL ® 2X4 STUDS ® I6 O.G. v m 1 2 PARTITIONS ABOVE ? I F I j��j"r R-14 CLOSED CELL SPRAY O Ul z u. _ FOAM INSULATION, 0 _ p I N - FLOOR I ( " -AGQ SILL ® nj —4'-t2" 4'_�2 w 32'-638 11 a l� m� o Q z W 10" POURED GONG Oi O WIOXI4 STL. COL. N (� 2 2 G,Q o F u p O O FOUNDATION WALL MEDIA r X ( _ _ ( x W/48"x48"x20" „ „ I w 4 �� ----- - F.A.I. '<�m o _r f w� O W/#5 REBAR 56" O.G. ROOM (V - — POURED GONG. FTG. I6 XI6 P. GONG. PILASTER3 r =w O = z w ^ UNDER PT. LOAD ABOVE a F o W/48"x48"x2o I &I p~m O v x i l 12x24 P. GONG. FOOTING x m N m r POURED GONG. FT6 n- I a N d W w� iv RECREATION _ — In w — r �WSXIS STLI _ I _ W8XI5 STL. �� r _ W8XI5 STL. _� j �T N m�z o z ~ W W/(2) #4 REBAR W/2"x4" I ~z u=z O='3��_n KEYWAY;MIN. 36 BELOW ' &RADE. (TYPICAL) t' ( fJLI L -�— +' - -'�- - - - _� \ o �, w O LU i I 3� " q_6� x �d L J ( I L J I I - 09TT�2!�=A 0 BE M 4 4 O - - 3 3 �0 �-oowodi W 0 G.O. I HOUSE d N a m tti \ I P T (3) 2"X12" r (3) 2"X12" r (2) 2"XIO" - - - �4 �4 = — I TO SANITAR` w z a p w V ! 6-O 13-6 13-6 N �v � O Iy FLUSH COLUMN TO RUN 5TRAIOHT 3>Z" ST. PIPE COL. I TRAP w/24"x24"x12° m I SYSTEM wuipz OQ� 1 UP THROUGH FLOOR TO z o o N ( I L J5Yz' ST. PIPE COL. H 5L SUPPORT BEAM ON FIRST v ( N o m W/24"x24"xl2" -� FLOOR. WELD GIRDER TO O POURED GONG. FT6. (TYPICAL) POURED GONG. FT6. IILL ll SIDE OF COLUMN WEB AND = 2"X4" STUDS ® I6" O.G. I F a a v N Q m ~w (TYPIC - Q O PROVIDE TOP AND BOTTOM R-14 G1..05ED CELL SPRAY = I 4' O"�iO' o o o 5'-q�4 3' O ( 0 ( X O Q STABILIZIN6 ANGLE5 FOAM INSULATION, m I m'' m l9 • - U Q M -7 � Q cV N � ACOSILL - I o>�=o u. �,- =�t UTILITY S/a' TYPE-X SHEETROGK ?�j ^ " m p N I ��N� F� } Q Q WALLS AND GEILIN& _ m 2 XIO F.J. m I6 O G. _ O X 10 POURED GONG I o N o _O z in m 00 HMSG B �� 1 2¢X-?Q ax zuw�adwo° z O' cI FOUNDATION WALL ry 4 CONCRETE SEABLABEE N O m 2¢X70 (V FLUME I I `!,V R I ✓ER NASTE z z U w „ 12x24 P. GONG. FOO INC I I Q 4 w Q N/bxb 10�° W.W.M. — — — — — — — — — I t) S TV i§0' O _ KEYWAY;REBA360 B 'LOW Q _ O\/EI b MIL VB. ON 4 O I _ w w w d SCALE: NTS GRADE. (TYPICAL) � I I GC ACTED GRAVEL � I � ONCoMP TED SOIL „ m 3 I -' - - - -� -- -0 /4, - - - - - 8-X3/4_ — � — 4-O - - - - - - - - - - - — 27-6�— - - - - - - - - - I -7 -7U+ m 20'-23/8 (1 " .0 TIE NEW FOUNDATION TO Q 4 CONCRETE SLAB EXISTING W/#4 REBAR o 24" d W 6x6 '0,(° W.W.M. O.G. VERTICAL;MINIMUM OF 2; til Q v OVER 6 MIL VB. ON 4" &ROUT FILL SOLID (TYPICAL) COMPACTED GRAVEL ON COMPACTED SOIL 12" P. GONG. TRENCH FOOTING N z N tn W I W 2'-1134 Q 4 Q X z v V PLAN :i 17- Z tu w_ w_ 50ALE: 1/4" = 1'-0" SHOWER SHOWER u v g v v F5105.1 ROOF EXTENSION 0- w w w w w 0 D- z � a � z OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 0 INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, N tt d WHICHEVER IS GREATER. WHERE A ROOF IS TO BE USED FOR '_ 'T Q ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR GW o O q SUNBATHING DECK OR FOR SIMILAR PURPOSES , OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN "7 FEET ABOVE THE 5EGOND # ROOF. FLOOR t- 'z In -r m (v D HW kW HW HW HW P5105.2 FROST CLOSURE C44 aw cw cw cw cw cw cw cw WHERE THE Q'7.5 PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS O°F OR LESS, VENT EXTENSIONS THROUGH A UA ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE v MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE I OF THE BUILDING. I Z �- lbw TABLE P5201.1 SIZE OF TRAPS FOR PLUMBING FIXTURES I I DW TRAP SIZE FIRST � � � �� PLUMBING FIXTURE MINIMUM FLOOR �-- (INCHE5) Hw Hw HW Hw w BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR 11/2 y2„C44— �w �w �w �w �w "N `" � O WHIRLPOOL ATTACHMENTS) f BIDET 1 1/4 O V CLOTHES WASHER STANDPIPE 2 TO D15HWASHER (ON SEPARATE TRAP) 1 1/2 MAIN �- - L LU I_`" ,v1 FLOOR DRAIN 21/2 HWH �-L KEY KITCHEN SINK (ONE OR TWO TRAPS, WITH OR EXIST TO BE REr1OVED HARD WIRED SMOKE WITHOUT DISHWASHER AND FOOD WASTE DISPOSER) DETECTOR W/ BATTERY EXIST TO REMAIN BACK-UP LAUNDRY TUB ONE OR MORE COMPARTMENTS 1 1/2 (� ® 80 CFM FAN TO EXTERIOR LAVATORY 1 1/4 NEW WOOD FRAVE CN5T SHOWER (BASED ON THE TOTAL FLOW RATE77-7777- q tX HARD WIRED CARBON MONOXIDE NEW POURED CONCRETE Q DETECTOR W/ BATTERY BACK-UP THROUGH 5HOWERHEAD5 AND BODY5PRAY5) � W MIN 12" A.F.F. AS PER SECT. 1225.2 FLOW RATE: O r LU 4"x4" POST UNLESS OTHERWISE NYS CODE 1- O ' ® NOTED5.-i GPM AND LESS 1 1/2 ' z DENOTES EGRESS WINDOW �0 ® HOLD DOWN AS NOTED MORE THAN 5.'7 GPM UP TO 12.3 GPM 2 � z MORE THAN 12.5 GPM UP TO 25.8 GPM 5 < p Q z MORE THAN 25.8 GPM UP TO 55.6 GPM 4 2 FL.UMB I NlO R 15ER 5UPFL.Ytu .4 o Q SCALE: NT5 p q Pl�">,777" ,7-"jZ, TODD O'CONNELL,AIA 1200 Veterans Memorial Highway < Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 Q iv C(516)658-0325 X 'LUSH 12 ACQ FLUS 4 (5) (5) :2"XI2" A FLUSH 0 POST I (o"Xb" ACO POST ii ACO POST tu< Loeo: W COL. ENCLOSURE I.Av COL. ENCLOSURE DRYER II II SECOND PROVIDE FLOOR RAIL TO CODE cl > < 2 0'-.2 PqOOP PECK -4 v JE I ^mllx 13 x PROVIDE PROVIDE-\ i iHOLD DOM— RAIL TO CODE 5'-Io/8" l0'-53/4" k STOVE (5) 2"XI2" ACO \-(-61'X6>11 A00 POST W/ r COL. ENCLOSURE X12" APE 5�"XI2' APB 5�"XIZ' APB z # FIRST �27: —2"XIO" Aco F.J. o 16" O.C. RIPPED 4:12 z W 2"X4" ACQ SLEEPERS RIPPED 4:12 FLOOR L, A--=I 01 55'-:25/e," 30 O 5 T.O. \-PROVIDE HOLD DOM PATCH FLOOR (5) 1 J"XI I J" LVL W W J"XI I" 5TL. FF. FLU H %0 (2) 2"XI0" 4 INFILL AS REG'V < �-PPZOVIDE PROVIDE 7 TOFROPANE PACK WALL PACK HALL t- V cz HOLD DOWN RAIL TO LIVINS IL TANK 13 OUT AS REO'D OUT AS REO'D CODE ROOM 0 NOTE: DOUBLE ALL F.J. lu UNDER PARALLEL WALL <�- PARTITIONS ABOVE HkqH FURNACE -211 STUDS a 161, O.C. c, 1P villoxict 4"X411o J w Q Lu 0 POST /-5TL. COL. kql&X-M 5TL. FLUSH TOP OF BEAM x fj F Q FNOTE: FIR 01-6. DOM O TO HIVE 5TL. BEAM AS .21101, W,V-.Z"w<1 y z -10"- Fit LVA NIOXICI FROM ABOVE PATCH FLOOR 5TL. COL. o X REGUIRED, FROM f �LEI/qE — (2),2"XIO" FLUSH 4 INFILL A 5 411X411 0-= = I r z PLAYROOM P05T BATH u 16 Iqp 3: 0A5 RISER /-5kllp STL. I Ix- rl v H LL 14"X4" "' ITS 05T E:TH PIPE COL. P41OX45 STL. FLUSH 5 SCALE: NTS .:a-/ 1% IL �0000<jvo 13 a T-k)iu y 6 z -q"O 5TL. 0 itL cj 0 • r,>ININQ7 lu PIPE COL. fj 0- ROOM F�r U1 dyr 10 NQ I x F 0%J C)F u 0 I►nKITCHEN ax Ix to x X 51L. OVIWE IN -1 X9 I- x FT. LOAD I q X I PIPE C L. HO DO FT. LOAD M nit PROVIDE 212 11. I FROM ABO 4-1 1 FROM ABOVE-\ LINE OF GUARDRAIL AND ...........J! L HOLD DOWN to 2, -16" 12><b$ 12><69z SL. T6. SL. TO. F::)ST Lu (Z lj"Xll " LVL (2) X101, (2) 2"XI �2) 2 X101, i I i 1- (2) :211XIO" 71 FF IT-1 F-1 ISI ]TTF < I =:!A— 5/4 X 4 TOP PLATE i -TT T-F FF 17-1 T71 TF 1,- 501-5 " E�2;�:2 -72F:2 1 251- 6,-4" PROVIDE-' —101 11 —10, 14" =1 -5y 121, _ — -5 PROVIDE 13 /IV4 -/I %) .2 515 cl 2 X 4 RAIL: HOLD DOM HOLD DOM tu > 70, 20'-25/e>" 5 4'-.2 5/a 2 X 2 BALUSTERS a 5 Z BLUESTONE 4"X4" ACO POST NOTE: BLOCK SOLID 2 X 4 RA 11 -- Hi H ! F1H1=:Ri1=1F Ili 1111 11 iliio � tu I fu W COL. ENCLOSURE L---, 0 < 0 FINISH I BETWEEN J015T5 UNDER PAROE TOP OF HALL I J H IL LL li-I" I I-LI -1i -LL Li* Q Z X 7- FRONT SECOND FLOOR < tu < ND -T Vu- WALL ABOVE AND PITCH To DRAIN -MIN-2" DOVER IV 12'-0" 00 FINISHED GRADE(52111 r g) Q Z Z Z Z vi � W W x X FIRST FLOOR PLAN SCALE: 1/4" = 1'-011 t- t- �/ 2� � i/ r � � � � m Q > 4" POURED CONC SLAB IN/6X6 10/10 AW 5" CMU FOUNDATION WALL FILLED SOLID— .:1 #4 RE-BAR.a 24" O.C. P.C. FOOTIN Lu 4 1 0 (2) #4 BARS CONTIN AT FT& 24"0 X 56" DEEP PREFAB DRYkel-L LOOSE &RAVEL FILL— r2"iiiiiiiii,,CELLAR F-NTRY DETAIL SCALE: 5/4" = V-011- UA OL OL 7p 11) 41 1- WALL KEY 0't EX15T TO BE REMOVED HARD HIRED SMOKE OL z (O) DETECTOR H/ BATTERY EX15T TO REMAIN BACK-UF NEW HOOD FRAME CN5T &0 OFM FAN To EXTERIOR HARD HIRED CARBON MONOXIDE to NEW POURED CONCRETE DETECTOR H/ BATTER" BACK-UP Lu MIN 12" A.F.F. AS PER SECT. 1225.2 4"x4" POST UNLESS OTHERWISE NYS CODE q NOTED Z SIE DENOTES EGRESS WINDOW J) Z4 D < HOLD DOWN AS NOTED OL Lu < IL 'OK < &Z-115/4" :r0OU 0 CONNHA 28'- -1 r. KCi4 i T f. C 2. TODD OTONNELL,AIA 1200 Veterans Memorial Highway \-PROVIDE \-PROVIDE Suite 120 RAIL TO CODE RAIL TO CODE Hauppauge,NY 11.788 P(631)650-6666 IF(631)650-6667 C(5 16)658-0325 ,044, 4 NOTE: FRAME FLOOR UNDER SHOWERS WITH DOUBLE L1/L'5, BOX OUT AROUND SHOWERS, I$ x PROVIDE PROVIDE i �' �. - , WATERPROOF WATERPROOF AND DROP SHOWER FLOOR 5 rMEMBRANE MEMBRANE� C _61 _-7/1/4 4 4' /V2 0/41, PROVIDE -PROVIDE -\ ' HOLD DOWN HOLD DOWN 'F *cx 14 FNJ065 I (:2) :2"XIO" (2) 2"X101(2) 2' CIO" (2) 2"X10" 'ON'r BALC, -1 13 z z >0 10'-.4y4" x N FN51:1 068 *CK24 T.O. cV # 5�,,Xllk APB (22) :2211XI011 z OVIDE v v v < HOLD DOWN BEDROOM o BEDROOM _j BEDROOM 4"X611 POST < I" kno FT. LOAD, MASTER 5i .411X6 FROM ABOVE .411)(611 BEDROOM G) 41X6" POST POST-A POS T-\ IL 0�,W) 0 -1-430 P05T- (5) 1 J"X-1 4" LVL FLUSH (5) 1 J"XCI LVL FLUSH (2) :2"XIO" N/ J"Xdl" STL. Ff FLUSH 13-1, < b - - 11 1,5H - VP _ _ _. - .— U r,0­e,5 r�l lot= -;1 imi=92 T. LOAD LU T=(374"X611 IL NZ CJF05T CL. f�ROM ABOVE Z= = X 0 6 � 13 POST 1J VV C-4 x IDROVIDE-/ Ixf 1 (,7- 1 GSL. tu -1114 00 L 3: RAIL TO 5EARIN6 CODE IL WALL O fu U�N� F < Z 2) 21X1 -1 x 2 FA yv ;0 1 <0 ILI -1 - - W to 1) FULL DONN (n Z >>:2"XIO" FL < <N UI !P tn Tcj x >U N N X • tu 9 GL. T_Q_ � 51_101. I cr \ �"­\JU<AfLoo ---------- le, 12'-11 111-01 E?( '!N g,"n W)-�,��z(3 411X411 RY 15 0 1 q) IN I I T 0 wo v 1: BATd) Z1-- LVL -H WXNOUPO 5T-,, (2) :2"XIO" CL In —_ — 1:"� 10IXII rj(2,� Fx7j-- L'/L (2) 1 411 LVC � 61)LISBATHO A flilvcjIrL. %Z IPROVIDE- 2 2"XIO I J"xq 4" LVL F(2) :211XIO-1 H;)LD DONN :2 Ge 5,no 14, W1 US 5E:-145 *5446 T.6. *5046-2 T.O. PROVIDE WINDOW 2"XIO" R.R. 2"X10" R.R. 28 6-2 PROVIDE-j \\-PROVIDE T `� / PROVIDE HOLD DOWN "XIO" HOLD DOWN BOX HOLD DOWN O.G. O.C. 2"XIO11 1, x C X 1:7:i2 < <( L :2 54 ,J"w 0ll 2"xb O.T. lu < 16" O.G. FFZO,/IDEJ HOLD DOWN < 4'-3/2" 10'-:2 6'-4" 6'-4" rz —10'-/4" U N Z IN: 5E1:00NP FLOOR PLAN < Z X Z< tu < SCALE: 1/4" = 1'-0" _j Z 0 Z 0 Z LU LU Z LU w w w w w w 0 (L OL z 0- L OL o o) r- T- 4 4Q HT. NALL N O ry O O < W, N� LINE OF ro HT. LINE OF CA HT. > �-412 HT. NALLLINE OF eQ HT. LINE OF 82 HT. 11X411 \`-411X411 7, " PROVIDE ACCESS 05T POST 4"X4`--\ TO ADJACENT ATTIC LINE OF 6& HT. 411X411 411X411 POST POST �P05T x —LINE 5-F-512 HT_. UNFINISHED FT. LOAD UNFINISHED \D ly ATTIC FROM ABOVE ATTIC LINE OF 512 HT. _x q) IN? LINE—&— LINE OF &12 HT. IN OF 6 HT. �11X411 POST LINE OF 6& HT. 412 HT. WALL LH JU j F c42 HT. WALL L " NOTE: PROVIDE ACCESS 12'-0 ITO ADJACENT ATTICS (2) :211XI011 r OL M LU =AL E /Ln' t- W_ OL (2) 2"X10" (2) :211XIO11 w o 0 6 t GI 0 GI O X FLrNaoD oueer=T5 < : 4 AL ,� D 0 I < 0) LU 61-4" - --- &'-4" > z z ,STT IO PLAN < < SCALE: 1/4" = 1'-0" O < < k) A r R C k { T E C T . .f TODD O'CONNELL,A11 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 U w r ° � O V Q ® a o o z' Xc11 Z — N " "X4'"X4' [411X41 X4" OS OOS 05T 1 J'XI4" LVL RIDOE 1 J"814" L L DG 1 J"X14" LVL RID E4 POT (2) "XI I " LVRIL L RI GE IS Q�zowFFN�o~W O0to0L id "X4 }- dQ z X4� "' "'� owLU Ll ZZO�zO���N �� V O Qzx=�Qtu a �N v ,,.,(( OS 05 ���n�Q° �C LI yFIW�QQOp�wQ� k)- Z< O� 'C OlYwxz�QWOQx pF�QQfYF�JQO ar d nQ�O 2� ww �Op� �< - Z--)NwCL FALIDE LLE O '� 1x-NNwuo3p� N K V V N Z W Q N w�—WW1-WUQ�'� v QC J A., ti XO S � fiL `nowH~QmV�iu_ " PLYWOOD 6U55ET - Y f-2 z 2"xlo" R m I6" O.G. 2"x10" R.R® 16" O.G. z ° i�V"x10" R.R. "xl0" R.R. Q 1A x QQ Q 2"x10" R.R. 2"xl0" R.R. I6 O.G. I6" O.G. __ O= K ® 16' O.G. ® 16 O.G. 1 �QQH.nOQ► Ov Li 3 K x X X 3 Q� W z Z 8'-��" Ir z v ROOF PLAN _ _ T.O. ROOF .� ELEV. +34'-3" d) to LU z N SCALE: 1/4" = 1'-0" N Q 4 x 4 l� w z V l4 V z Z z — — _ w w - w o w v v v o m .. ASPHALT 5HIN6LE5 TO BE SELECTED v Q 0 M Q OVER 15# BUILDING FELT 12 w Q Z Q N w O 12 \ 12 �12 N / \ nF- - FLASHINGri N N N Q 4x3 ALUMNIUM GUTTER W/ 3x4 \ / \ ALUMNIUM LEADER TO BE # / / \ SELECTED BY OWNER r Iz M d- M N T.O. SECOND FLOOR PLA ELEV. +20'-6" IL U- tLILV �� �4 `fl V SIDIN5 TO SELECT LI....' LU SECOND FLOOR Z In _ ELEV. +12'-6" . 1 T.O_FIR5T FLOOR PLATE I— ' ELEV. Z v ks) OL ;b LL ILz UTI IN 4 A q Ll � ® ® - �� � � O Ll I 3 FIRST FLOOR ELEV. +2'-8" Q GRADE ELEV. +O'-O" r z0 SOUTH ELEVATION .. Z ; � D- Oz -W-1 > 50ALE: 1/4" = 1'-0" O Q 0 0 ODL3 t CONNI 4.l yA R C H i T E C ... 1 T.O. ROOF ELEV. +34'-3"- — - - - - - - - - - - - - - - - ELEV. +34'3� TODD C�`CC ����EL ��1 1200 Veterans Memorial Nighwa Suite 120 Hauppauge,NY 11,788 P(631)650-6566 12 / \ 12 F(631)650-6667 C(516)658-0325 ASPHALT SHINGLES TO BE SELECTED / \ ,TJ OVER 15# BUILDING FELT FLASHING � / Q // \ \ ASPHALT 5HINGLE5 TO BE SELECTED �. FLASHING / OVER 15# BUILDING FELT 4x3 ALUMNIUM GUTTER W/ 3x4 / \ " i 4x3 ALUMNIUM GUTTER W/ 3x4 ALUM�lIUM LEADER TO BE / / / \ ALUMNIUM LEADER TO BE SELECTED BY OWNER SELECTED BY OWNER // /� \ T.O. SECOND FLOOR PLATE _ ELEV. +20'-b" — - - - T. - T.O. SECOND FLOOR PLATE ELEV. +20'-b" +�, - SIDING TO SELECT 111 LL w IL SIDING TO SELECT _ Q N F-Li # Z I- — � J SECOND FLOOR — _ ........... _ SECOND FLOOR ": Z lIl ELEV. +12'-&" ELEV. +12-b T.O. FIRST FLOOR PLATE _ O z T.O. FIRST FLOOR PLATE ELEV. +11'-8" ELEV. +II'-8" �wLw°►���oo �2o~wciK w v Q`��JJOQIYw zzIL�v�zvu'OFN [Q S NLLIv OOz to �w�°Qz0 o�z lU0 FIRST FLOOR — - .. wFd� =Z�r- ELEV. +2'-8" J - -FIRST FLOOR ELEV. +2'-8" �EJ GRADE F=7 GRADE � �0ooz � ELEV. +0'-0 ELEV. +O'-O" U�w vii w Q M x N4-UFIL [Q W FLAIL dSuv�00��dU�O � EAST ELEVATION NE-5T ELEVATION =�w=�= �° u — i " QQ .QW Q�� 50ALE: 1/4 - I -O = ��°61UO�z�y SCALE: I/4 I O ww�zwd��w� ��QQ�noo�o° D N tu T.O. ROOF _ _ z ELEV. +54'-3" 2 v dl W LU LUz N z < z X LU = z V O v Z w_ w_ 1w_ w_ ASPHALT 5HINGLE5 TO BE SELECTED O v K v O OVER 15# BUILDING FELT 1U tu W w w w O tL z (L (L 0. z 4x3 ALUMNIUM GUTTER W/ 5x4--,,, \ O 'z I Q ALUMNIUM LEADER TO BE D SELECTED OER N ry 0 BYWN T.O. SECOND FLOOR PLATE ELEV. +20'-b" r u1 <t m N } SIDING TO SELECT u� FLASHING UA Z�� SECOND FLOOR ELEV. +12'-b" ' IL �4 T.O. FIRST FLOOR PLATE !Z— ELEV. +11'-a" l� F— Q Z O - ' Q LL � 1 OO OLLU 1J FIRST FLOOR_ _ �9 a ELEV. +2'-8" 11- K �+- D GRADE ELEV. +0'-0" NORTH ELEVATION cj r O 50ALE: 1/4" = P-0" O z_ l O d v RIDGE VENT RIDGE VENT �. IjXI4 LVL RIDGE 5; ASPHALT SHINGLES TO BE SELECTED 211X6" G.J. ® Ib" O.G. �12 I XI4 LVL RIDGE OVER ►5# BUILDIN6 FELT 2"X10" R.R. ® Ib" O.G. 211X6" G.J. ® Ib" O.C. �.. 2"XIO" R.R. ® 161, O.G. ASPHALT SHINGLES TO BE SELECTED a R c C)uU (7'COP�CIFE.t ., E r E c . ... OYER 15# BUILDIN6 FELT (3) 1 i X4 LVL Y 12 TODD O'CONNELL,A6 �12 2"X10" F.J. ® I6" O.C. 1200 Veterans Memorial Highway 20 ATTIC, 2 2" R-14 BATTED CELL FOAM Suite1NY 11,788 R-14 CLOSED CELL FOAM W/ R-14 BATT INSULATION ATTIC W/ R-14 BATT INSULATION Hauppauge P(631)650-6665 (J) dl F(631)650-6667 2"X10" F.J. ® Ib" O.G. C(516)658-0325 4x3 ALUMNIUM GUTTER W/ 3x4 ALUMNIUM LEADER TO BEcm 4x3 ALUMNIUM GUTTER W/ 3x4 SELECTED BY OWNER [ALUMNIUM LEADER TO BE (5) 1 J"X4 J" LVL (2) 2"X10" W/ J"X4" 5TL. FP. 1/2" POLYSTYRENE RIGID INSULATION SELECTED BY OWNER e I/2" POLYSTYRENE RI61D INSULATION 2" R-14 CLOSED CELL FOAM W/ R-13 BATT INSULATION 2" R-14 CLOSED CELL FOAM GL. BEDROOM 2"X611 STUDS ® I6" O.G. BATH CIL. W/ R'113 BATT INSULATION ' r . . BEDROOM 2X6 STUDT a 161, O.G. 5/5" GDX PLYWOOD SHEATHING 5/6" GDX PLYWOOD SHEATHING r� SIDING TO SELECT �----SIDING TO SELECT ASPHALT SHINGLES TO BE SELECTED aJ OVER 15# BUILDING FELT (5) 1 j"X4 4" LVL DECKING TO SELECT " " " 2 XIO R.R. ® ►b O.G. 2"X10" F.J. ® Ib" O.G. 2"X6" ACO RIPPED 4:12 2"X10" F.J. ® 16" O.G. BLOCK MID-SPANS WATERPROOF MEMBRANE BLOCKING 2"X10" F.J. ® Ib" O.G. BLOCK MID-SPANS ►n / BLOC MID-5PAN5 " POLY INSULATION " GDX PLYWOODFTT / 1 J"XI4" LVL F.J. ® 12" O.G. RIPPED : r WIb>M 5TL. HURRICANE CLIP BLOCK MID-5PAN5 W16X?? 5TL. N (3) 2"X12" ACG I/2" POLYSTYRENE RI61D INSULATION to 0 I "XI4" LVL LEDGER 2" # R-14 CLOSED CELL FOAM Z W/ TECO �I/2" POLYSTYRENE RIGID INSULATION R-15 BATT INSULATION y ID KING IL VIN& 2" R-14 CLOSED CELL FOAM KITCHEN LIVIN6 2"X611 STUDS ® Ib" O.G. -� ROOM ROOM W/ R-15 BATT INSULATION , ROOM 6211X6" STUDS ® I6" O.G. GDX PLYWOOD SHEATHING O DECKING TO SELECT �—SIDING TO SELECT DEGKIN6 TO SELECT �� -5/8" GDX PLYWOOD SHEATHING 211 XI2 AGQ F.J. ® I6" O.G. 211 XI211 ACO F.J. a 161 O.G. Z �--- - SIDING TO SELECT 2"X12" ACG LEDGER HURRICANE CLIP HURRICANE CLIP 2"X12" ACO LEDGER p J z U WV*z17 W6XI5 5TL. W6XI5 STL. w~ m Q Hz�= vwp lQ -O� �: tu 5) 2 XI2 ACO yak w�z�° Y 2 XIO F.J. ® 16 O.G. 2 10 F.J. 0 Ib O.G. p z=$-,,,z3 w �,�, V ( " " '(3) 2"X12" ACG RECREATION REGREATI ON ,u Q- v x lU v 2"X4" STUDS 0 Ib" O.G. 2" R-14 CLOSED CELL FOAM 12"m SONO TUBE FILLED 2X4 STUDS ® Ib O.G. 2 R-14 CLOSED CELL FOAM 12"m SONO TUBE FILLED o o w o�; � AREA SOLID W/3o si AREA Q,�, v p m t- O R-14 CLOSED CELL SPRAY �p - R-14 CLOSED CELL SPRAY SOLID W/3000ps► � � Z � v � I " POURED GONG CONCRETE MIN. 36" ° w o�Q w o p w - FOAM INSULATION 10" POURED GONG CONCRETE MIN. 36" �i - FOAM INSULATION � O FOUNDATION WALL O F UNDATION WALL Q Q =z ~ Qv wFpO K� r ACO SILL 11 r AGQ 51LL " ~ p J o m W/#5 REBAR 56 O.G. BELOW GRADE (TYP) � _ #5 REBAR 56 O.G. BELOW GRADE (TYP) 24 X24 XI2 P. GONG. 24 X24 XI2 P. GONG. z w w 5 z q o z u_ 4" CONCRETE SLAB FOOTING 4" CONCRETE SLAB FOOTING o -w ~z W/6x6 10'(0 W.W.M. W/6xb 10,{o W.W.M. i= fj v N p I--to OVER 6 MIL V.B. ON 4" OVER 6 MIL VB. ON 4" ')m LL LU o LU Q -p z N COMPACTED 6RAVEL 12x24 P. GONG. FOOTING COMPACTED GRAVEL 12x24 P. GONG. FOOTING E~w`f'w w j Q K w W/(2) 4 REBAR W/2x4" W/(2) #4 REBAR W/211x4" ON COMPACTED SOIL # v v ow_ ON COMPACTED 501E N$ �K N � KEYWAY;MIN. 36" BELOW KEYWAY;MIN. 36" BELOW w u_V x�- w N w GRADE. (TYPICAL) GRADE. (TYPICAL) ► w�wzArowE =w . . z Ol�l - SGTI01� - z O z�Nw � SECTION QQ 50ALE: 1/4" = P-O" _ 1'-0-- $ <<$ o o° 0 SCALE: I/4 - 3 X x x X x RIDGE VENT Ul lu \ (2) 1j"XIb" LVL RIDGE \ 12 FLASHING 0 \�12 ASPHALT SHINGLES TO BE SELECTED z N OVER 15# BUILDING FELT N LU Q z \2" R-14 CLOSED CELL FOAM W/ R-14 BATT INSULATION Q W Q 2"X811 R.R. 0 Ib" O.G. z T- IU T- UNFINISHED 2"X10" G.J. ® Ib" O.G. Z ATTIC, _W _W l _W _W v 0 o 0 M w w w w w w 0 Il a z (L IlL lL z 1/2" POLYSTYRENE RI61D INSULATION N d) r r (2) 2 XIO 2" R-14 CLOSED CELL FOAM N N4 O 0 W/ R-15 BATT INSULATION j l j 2"X611 STUDS ® Ib" O.G. p 0 0 � 0 MASTER 5/5" COX PLYWOOD 5HEATHIN6 BEDROOM 0 SIDING TO SELECT r u� tt m N dl 2"X10" F.J. ® 16'I O.G. DECKING TO SELECT 2"X6" A 0 RIPPED :12 4x3 ALUMNIUM GUTTER W/ 3x4 WATERPROOF MEMBRANE ALUMNIUM LEADER TO BE LU" GDX PLYWOOD SELECTED BY OWNER 2"XIO" AGQ F.J. ® Ib" O.G. RIPPED 4:12 WIOX45 5TL. (� V TECO 1/2 POLYSTYRENE RIGID IN5U ATION FIR GLC. DOWN LJ (3) 2"X12" ACO 2" R-14 CLOSED CELL FOAM LU W/ R-15 BATT INSULATION 2" R-14 OL05ED CELL FOAM 2 X6 STUDS ® Ib O.G. PLAYROOM O 5/6" GDX PLYWOOD 5HEATHI�P O W/ R-13 BATT INSULATION SIDING TO SELECT 1 2"X10" F.J. ® Ib" O.G. V I v / "- HURRICANE CLIP (� 2"X6" AGQ F.J. ® 16" O.G. 2"XI Q 3 LU O GO OL LH (3) 2"X10" ACO O r 611X6" ff- ACQ POSTMEDIA UTILITY "`-' v � � Z 12"(P SONO TUBE FILLED ROOM ROOM 2" R-14 CLOSED CELL FOAM ,^ SOLID l^V 30001 CONCRETE MIN. Z' 5/&" TYPE-X SHEETROGK 10" POURED GONG Kj WALLS AND GEILIN6 FOUNDATION WALL BELOW GRADE (TYP) 211X4" STUDS ® 1611 O.G. W/#5 REBAR 56" O.G. La R-14 CLOSED CELL SPRAY FOAM INSULATION, 4" CONCRETE SLAB Ca I ACG SILL W/6x6 1% W.W.M. SLI lu I OVER 6 MIL V.B. ON 4" O r M COMPACTED GRAVEL1= O T F ON COMPACTED SOIL 12x24 P. GONG. FOOTING 1 Z W/(2) #4 REBAR W/2"x4" N Z KEYWAY;MIN. 36' BELO1 1 &RADE. (TYPICAL) O Z 111W S�G1'101� G-G .. w [Q Q v 50ALE: 1/4" = 1'-0" p p GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2015 IEGG -AIR LEAKAGE: ^M CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R105.2 -JD 7 OINTS, PENETRATIONS, AND ALL MINIMUM DE51ON DEALOADS* A5 PER ASCE -05 SITE DRAINAGE CALCULATIONS eV. CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE INTERNATIONAL RESIDENTIAL OTHER SUCH OPENINGS IN THE LOAD r� � {- 4/87 SHALL APPLY. THE: CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR GODS ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE COMPONENT sf _ L' ( Os' � SHALL OBTAIN GERTIFIC:ATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE OAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (p ) c1bf S ROOF AREA I: RUNOFF FACTOR-I.o OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINOLE5 OR APPROVED SEALED. G E I L I N G 5 = 165.5 GU FT N6 L I2 8� � � �y .?C7e�•D G'CONNELL NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHT5 MUST BE TYPE IG GIA( 1 5 ''��`y Q RA R c q i r r c; P. r.. AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO GYPSUM BOARD (1/2-in) 7.o USE V0 x 4' DEEP DRAIN RING = Ibq GU.FT. � �..1P THE PREMISES SHALL Bi= KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC GYPSUM BOARD (5/8-in) C1.0 3 LON ISLAND TODD C)`CC)�IELE. (DW-2) ROOF AREA 2: RUNOFF FACTOR=1.0 ?: "' ,AIA REASONABLY GLEAN A I ALL TIMES. FIREPLACE OPENING WITH OLA55 BARRIER APPLIES AT EAVES, RATED INSTALLED IN51DE AN 5U5PENDED STEEL CHANNEL SYSTEM 2.0 �� , ��, AT THE COMPLETION OF: WORK, THE 650 5Q.FT. x 2 =108.3 GU FT Y is �' �I ��'r`Ji� o 1200 Veterans Memorial Highway DOORS TO CONFORM TO THE 2015 VALLEYS AND FLA5HINO. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY SOUND�D �.•..0 g y COVERINGS, 8001 , AND WALL 12 1J/ ' CONTRACTOR SHALL REMOVE ALL IEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM �Y�`' ` /�9/ Suite 120 USE 8� x 4 DEEP DRAIN RIN6 = Ibq GU.FT. �`• Hau au e WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" ASPHALT 5HINGLE5 2.0 �d �' pp g ,;NY11788 ETC., GLEAN GLASS AND LEAVE WORK 9," FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION GYPSUM SHEATHING, 1/2-in. 2.0 (DW-3) ROOF AREA 3: RUNOFF FACTOR=1.0 � ��0P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE 5TOPPINO ROOFING IS TO BE APPLIED IN 5TRICT 613 50-FT. X 2" /-21 F(631)650-6667" SPECIFIED. THE CONTRACTOR SHALL PLYWOOD (per 1/2-In.) 1.6 =102.2 GU FT 0` Q �� BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: 12 CARRY WORKMAN'S CO'MFEN5ATION RIGID INSULATION, I/2-in. 0.75 �- __� C(516)65$-0325 CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER USE 8'� x 4' DEEP DRAIN RIN6 = Ibq GU.FT. = S � ��,� ,;°,_� ,�-„ ,• , AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL 5UFPLY COLOR SIDE OF ALL NON-VENTED FRAMED SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 ALL SHALL COMPLY WI 1-H STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CE I L I NGS, WALLS, AND FLOORS. NOTES: -l"�•H WM. LOCAL CODES AND ORDINANCES. THE BITUMINOUS, SMOOTH SURFACE INSTALL TWO LAYERS OF TOWELED ON OWNERS APPROVAL, PRIOR TO 1.5 I. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2 ` iso CONTRACTOR SHOULD FULLY WATERPROOFING MEMBRANE { ! FLOOD ZONE FIBEROLAS5 MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: ABOVE AVERAGE GROUND WATER ELEVATION. y GUARANTEE HIS WORK AND THE WORK 5.5.0. 153 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE FLOORS AND FLOOR F I N 1 5 H E 5 2• BOTTOM OF DRYWELL TO HAVE MINIMUM b' PROVIDE A 10 FT. \ ib • OF HIS SUBGONTRAGTOf�S FORA CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE PENETRATION INTO RATEABLE MATERIAL. NON-•TURF BUFFER ALONG I PERIOD OF ONE YEAR AFTER CERAMIC, OR QUARRY TILE (5/4-in.) 5. DRYWELLS MUST HAVE A MINIMUM OF V OF STEPS EXISTING SEAWALL FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURERS INSTALLATION 16.0 " T� COMPLETION OF THE PP:OJEGT UNLESS ON I/2-in. MORTAR BED PERMIABLE MATERIAL AROUND THE STRUCTURE. GONG {.::,r EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. - OTHERWISE SPECIFIED. .ALL WORK `_ �� FACED FIBEROLA55 BATT INSULATION -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING, 7/?-In. 4.0 �_ mob ALL f< 5' ' , SHALL BE PERFORMED INCOMPLIANCE i ACCORDANCE WITH G00D BU I LD I NO FIRE BLOCK 1 NO BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE K {, LINOLEUM OR ASPHALT TILE, I/4-In. I.O EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. ` fi-� SOUL ri# r PRACTICES. THE CONTRACTOR SHALL FIRE BLOGKINN SHALL BE PROVIDED, 5UBFLOORING, 5/4-in. 5.p 8 LOOP- R9 WARM SIDE. PROVIDE II/2 RIGID -MANUFACTURER MANUALS FOR ALL THIS PROJECT COMPLIES WITH THE 2015 Va,. �• INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.13 OF THE FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING INTERNATIONAL RESIDENTIAL CODE 2ND PRINT AS I , , . M'✓ OWNER, ARCHITECT, AND THEIR RESIDENTIAL CODE OF NEW YORK FLOORS, WOOD JOIST (no plaster) 12-In. 16-in. FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER JOIST SIZES (in.) O.G. O.G. ADOPTED BY NEW YORK STATE, AND THE 2016 -� U--- S C AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALED TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE NEW YORK STATE SUPPLEMENT COASTAL EROSION HAZARD LINE \ AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL 2x6 6 5 0 OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. NO WELLS WITHIN 100 ` FLOOD ZONE , O LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING 2x8 6 6 FEET ` ZONE x ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY IN ACCORDANCE WITH 2015 IEGG RESIDENTIAL b RESULTING FROM THE PERFORMANCE CONGEALED 5FACE5 OF STUD WALLS MARKED ON THE BUILDING PLANS OR 2x10 6 ENERGY EFFICIENCY CODE THE PROJECT SANITARY TO BE INSTALLED ° OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDINO FURRED 2x12 8 7 COMPLIANCE METHOD CHOSEN IS TOTAL PER S.C.D.O.H. WRITTEN GLASS WINDOWS AND DOORS SPECIFICATIONS. SUCH CLAIM, DAMAGE, L-055 OR SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION FRAME PARTITIONS UA-ALTERNATIVE AND A RESCHECK HAS BEEN REGULATIONS 4 APPROVAL EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL SUBMITTED WITH THESE DRAWINGS. ........ _ - 8308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE WOOD OR STEEL STUDS, I/2-in. GYP. BOTH SIDES 8.0 i N.Y.S. ALL OLA55 IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED ` o, � Z # OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING FRAME WALL 5 CLEARING TO CONSIST OF N DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. TO THE BEST OF MY KNOWLEDGE BELIEF AND REMOVAL OF ALL SHRUBS f ` Qy GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR STUD WALLS: ` F- PROFESSIONAL JUDGEMENT THESE PLANS AND DEBRIS TO ALLOW FOR '•.� � (OTHER THAN THE WORK: ITSELF INSTALL OLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED -1 INCLUDING THE L055 OR USE PLUMBING 2x4 ® I6-in., 5/5-in. GYPSUM, AND/OR SPECIFICATIONS ARE IN COMPLIANCE NEW CONSTRUCTION. ` Z CONTRACTOR SHALL INSTALL WATER CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING 11.0 I RESULTING THERE FROM). (B) IS INSULATED, 5/B-1n. SIDING w/ THE 2015 IEGG 2ND PRINTING AS ADOPTED BY SLIDING GLASS DOORS SKYLIGHTS MUST BE INSULATED TO R-4. �, ADJACENT O � CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS NYS, AND THE 2016 NY5 ENERGY CODE ` i ` 0 Z INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED 2x6 m 16-in., 5/8-In. GYPSUM, 12 0 SUPPLEMENT RESIDENCE NEOLIOENT ACT OR OMISSION OF THE CODE SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. INSULATED, 3/8-in. SIDING CONTRACTOR, ANY 5UBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. -RETURN DUCTS IN UNCONDITIONED OF MAY ` (IMPROVED) TEMPERED GLASS. ALL GLASS DOORS ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST [EXTERIOR STUD WALLS WITH BRICK VENEER 45.0 ` O1�"�T COVERM ccxw ON PUBLIC WATER EMPLOYED BY ANY OF THEM, OR CLEANOUTS AT ALL CHANGES OF THIS PROJECT COMPLIES WITH THE INTERNATIONAL ';`° '�'� ° lu STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLA.,TER. FOR � w o u o 0 ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF ADJACENT ` 1025 SETBACK - w�� MANUFACTURES SPECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON PLASTER, ADD 5 lb/ft FOR EACH FACE PLASTERED. VALUES MECHANICAL CODE, CHAPTER 12 THROUGH 24, FROM G.E.H.L. • Q N 0 * ~ THEM MAY BE LIABLE RESARDLESS VERTICAL WASTES. USE 4" CAST IRON GIVEN REPRESENT AVERAGES. IN 50ME GASES THERE 15 A THE INTERNATIONAL PLUMBING CODE CHAPTER RESIDENCE ` _ WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. _ z3 OF WHETHER OR NOT IT 15 CAUSED IN THROUGH FOUNDATION WALL PITCHED CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CON5TRUGTION. 25 THROUGH 32 THE INTERNATIONAL ELECTRIC (TN'fPR01fED}- - . i . o SEALED AS PER 2015 IEGG I ,- - 10 ' .'i �,01j-j'3 J Q w w PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT._ TRAP/WASTE CODE CHAPTER 33 THROUGH 42. ON PUBLIC WATER CA : C. - i z Fu w o= M REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: �` �-� =z = N HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE A5 2016 EGG OF NEW YORK STATE: ` t i �: �� ,` 2�� ' e+�+ iii ' Q z� }z FOLLOWS: PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND , 1 DW 1 % a + �, o z a W ASSEMBLIES, AND METHOD OF R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE � `-,-' � � ~'° WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY CONSTRUCTION INCLUDING BUT NOT DISH WASHER 1 1/2" BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN \ �Roroxo Qz=*�uw�',wn v SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, , n, ," oo�MORZKW z �� THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE � : �* '- e,tica+r,,eove �w- u LIMITED TO FORM-WORK, KITCHEN SINK I I/2 , b $ .i w*3 -�o w o L O TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES) u Q,a O ' BUILDING. 1 x '� �' - _~ Qm�' � BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" G w z p w V (- PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR �� ,. o i * � _ ETC. ARE TO SHOWER 2 P {RL`' -=-- s aroiar Q -Q w o PLACING OF CONCRETE, HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT �* yTdR,Rrhg15 io ,�, Qa �z o BE CAREFULLY SUPERVISED BY THE TOILET 3° R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE -- e_ /' , o' er o' ► o N o�o"� IS TO BE FREE OF 5CRATCHES AND PERMITTED. T / ` k�o" Q u w o} WEATHER-STRIPPED AND INSULATED TO A LEVEL' EQUIVALENT TO T ' " ' m CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 5" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED ` ' o ;s� ��; ne T ws o o�'>w w~Q 1 N v THE INSULATION ON THE SURROUNDING SURFACES. ` `; LS IN ACCORDANCE WITH 7'HE DRAWINGS, VENT STACK INCREASED TO 4 THE MANUFACTURER FOR A PERIOD OF AND LOCKINO-TYPE LONGITUDINAL 0 0011 Q o o O'z u SPEGIFIGATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS OR151NALLY �sQ' �-�'` gw,2 .,� u m u_w Q R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE APPRovED ;N; ,T= N W X c=-�o w AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDERSEN UNLESS INDICATED OPERATING AT LESS THAN 2" W.g. CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANOE5 PER ` \ \'. 5ANITARY 5Y5TEM % I �'-A �� ov o�o,,W o L 0 FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE - \ w u v OTHERW 15E. (500 PA.) TEs - i o>w z o° Q HOUR. '• , •�\ \ ' � '�` '1 t , 'O N u_ _� w v N u� SPECIFICATIONS WILL NOT BE DRAIN DRAIN-COCKS. THE WATER -DUCTS SHALL BE SUPPORTED EVERY \ • r ` �" HO � '�'~" �mwH=IL o PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL \ ' 5PIL STOCK EL. I 1 u�'o o d duo o M 10 FEET OR IN ACCORDANCE WITH THE \ PILE AREA \ 1 \'LP ) z a �' z R402.4.1.1: INSTALLATION THE COMPONENTS OF THE BUI LD I NN \ � ;L�::j-'�:� �N o�-��;�z o AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE MANUFACTURER'S INSTRUCTIONS. THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH v z o z w w THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF FAINTING AND 57AININO -COOLING DUCTS WITH EXTERIOR THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY �' �"4"��p'% ��s` °Q$ Q I,�I RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A \• \ DY`4-I \. ` t I ! LP �.�R-� w z4 w Q z w o CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL '• ,.` \ �_.� o a o u Q DRAWINGS WHICH MAY 13E NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENCE OF THE PAINTING VAPOR RETARDER. ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM COMPONENTS AND VERIFY COMPLIANCE. CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE �� CONTRACTOR TO REMOVE PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A < ` , ❑ ` ��a cv ` IU IU -7 -7 -7 -7 }- TESTED AND VERIFIED AS HAVING - 3 ACH50 IN CZ4A, 5, AGA. a -7 m RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL w IS THE INTENT OF THESE MEANS FOR BALANCING AIR AND TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. ---- EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR SPEGIFIGATIONS TO PROVIDE A WATER SYSTEMS. WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED -` IA' � �. �� � R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING DY -2 �, W THAT THE OWNER GRANGES, THE ' % i .' i CONTRACTOR SHALL CREDIT THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. % j' ' ` LOT AREA: z SITE WORK IN A UNIFORM MANNER TO BE -EACH DWELLINO UNIT HAS AT LEAST , ` Q OWNER FOR THE FULL EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND ' / . \ /' uriL. 38,434 SQ.FT. _ STAKEOUT I5 TO BE PERFORMED BY A ACCEPTABLE. ONE THERMOSTAT CAPABLE OF EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE ' \ : PoLE� Y Q _ SUBGONTRAGTORS 0057 FOR THE 1 .552 ACRES \ V LICENSED SURVEYOR. STAKING AND INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTINO THE GRANGED UNIT. LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF 'l ' / LN `\ ` (S "t 1X LAYOUT ARE TO ESTABLISH ALL LINES R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER _ AND BENCHMARKS. VERIFY ALL GIVEN DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. BOXES SHALL BE SEALED. � ABAADONED ��'r GLEARIN5 LIMIT5 � ` �- � DATA ON DRAWINOS. IN CASE OF HVAC ONE GOAT WOOD FILLER OR STAIN ` WELL ` 15656 5OFT. 1-1 UJ W SYSTEM TO BE DESIGNED BY OTHERS. AND TWO GOATS MGKLUSKY'S ELECTRIC SYSTEMS: 'c O Q O IU DISCREPANCY, RECEIVE: R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO z z z PROVIDE PROPER SUPPLY TO ALL EOOSHELL FIN15H NON-YELLOW1NO -SEPARATE ELECTRIC METERS ARE p ` `r Q X Q Q CLARIFICATION FROM ��RGHITEGT ROOMS � CONFORM WITH ALL STATE DETERMINE AIR LEAKAGE. ` ` ANDONED W 2 PRIOR TO FROCEEDINO. EXCAVATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE ` WELL AND LOCAL CODES. AND BACK: FILL FOR WORK INDICATED GYPSUM BOARD- MINIMUM ONE GOAT THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN Q \ tij' t- � � H �- ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: THE BUILDING THERMAL ENVELOPE. 'Q ` coNSTRUCTION \�j LU w Q W W EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED % 1 OBTAINED FROM STRIPE INC DRIVEWAY ` '•; � ENTRANCE / '\O� O J GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBUSTABLE (0. v D V V v AND BUILDING SITE. STOCKPILE ALL R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR �/ w EXCAVATED MATERIAL, NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS PLENUMS j'�� C"' GLS W w W w W w O J015TS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED ` ' EXISTING BACK FILL MATERIAL AND � BOO '� 0. z IL a Q.. lL z TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, � 6 o�j�R403.4: MEGHANIGAL SYSTEM PIPING INSULATION - CARRYING lTREE ROOTS, ROCKS A1�1D DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. G, I �JodJ 0 r r r ALL SURPLUS MATERIAL. THAT IS WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT 4 CONSTRUCTION PROVISIONS OF THE �Q is O IN �j UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE ACO. ALL LAMBERT, DUTCH BOY. GABOTS, BUILDING CODE OF NEW YORK STATE, R405b: MEGHANIGAL VENTILATION - THE BUILDING SHALL BE �O\� U) R N < SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MCKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF ` G��1. `'� � Q O p O O O � PROTECT ALL TREES W THIN EIGHT GPX DOUGLAS FIR PLYWOOD. CONTRACTOR IS TO PROVIDE STATE OR THE NEW YORK CITY IRC/IMG. FEET OF THE APPROVALS MUSTDBE OBTA NED PLYWOODINO. PROPER REX�RIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERSBE 5/4" CIPX SAMPLES OF ALL FAINTS AND INS BUILDING CODE, AS APPLICABLE. THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER PLOT PLAN \ THAN +- +- '�l > BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEA71NO: 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) SCALE: I" = 30'-O" WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL *CFA = CONDITIONED FLOOR AREA STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION 8702.3.2. ON BOTH THE INLET AND THE OUTLET R403.7: EQUIPMENT SIZING - PER ALGA MANUEL_S, BASED ON tt '' '' ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.3.6 OF THE UNLESS THE WATER HEATER HAS AN LOADS CALCULATED PER ALGA MANUEL d �I �I/� LH "DUR-O-WALL" REINFORCING EVERY AND DIAOCNAL BRACING OF FLOOR INTERNATIONAL RESIDENTIAL CODE. INTEGRAL HEAT TRAP OR IS PART OF ZOI `�I I �V INFORMATION V THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND GYPSUM WALLBOARD APPLICATION A CIRCULATING SYSTEM. o SOLID. MORTAR MIX TO BE ONE PART 50LIM BLOCKING UNDER ALL SHALL BE TAPE JOINT SYSTEM. ALL -INSULATE CIRCULATINO HOT WATER INSTALLED : LI FIXTURES - A MINIMUM OF IOH OF PERMANENTLY I,�I�I G I ,` 1� PORTLAND GEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. GYPSUM BOARD TO BE 1/2" ON WALLS PIPES TO THE LEVELS ON TABLE I. INSTALLED FIXTURES MUST HAVE HIGH-EFFIGANGY LAMPS. TOViN OF SOU7HOLD V � '� PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED AND 1/2" ON CEILINGS UNLESS LOW-VOLTAGE LIGHTING EXEMPTz LU PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO OTHERWISE INDICATED. FINISH JOINTS, CIRCULATING HOT WATER SYSTEMS: SECTION: 44 BLOCK: 02 LOT(5): 05 � Q PARTS SAND. END OF STUDS. LAP GAP PLATES AT J-BEADS. NAIL DIMPLES, CORNERS -INSULATE CIRCULATING HOT WATER - CORNERS. WHERE FLUSH FRAMING AND EDOE5 SHALL BE TAPED AND PIPES TO THE LEVELS ON TABLE I. CONCRETE OCCURS, USE MIN. 16SA SHEET METAL RECEIVE THREE GOATS OF JOINT ZONE: R-40 REQUIRED PROPOSED NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR COMPOUND. ALLOW 24 HOURS TO DRY HEATING AND COOLING PIPING r LOT AREA 40,000 SQ.FT. 38,434 SQ.FT. � v, I ,' �Z SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO BETWEEN GOATS. FINAL GOAT TO BE INSULATION: LU TEMPERATURES OF 40 DEOREE5 F. BE MINIMUM 3/2X4 STUDS. HEADERS SANDED SMOOTH. METAL CORNER -HVAC PIPING CONVEYING FLUIDS TABLE 1 : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES FRONTAGE 150 FT. 100.18 FT. (� AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLE55 BEAD TO BE USED ON ALL OUTSIDE ABOVE 105°F OR CHILLED FLUIDS INSULATION THICKNESS IN INCHES BY PIPE SIZES �- BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING CORNERS AND AROUND ALL BELOW 55°F MUST BE INSULATED TO HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS FRONT YARD 50 FT. 148.13 FT. Z ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL OPENINO5. THE LEVELS IN TABLE 2. TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" REAR YARD 50 FT. 157.08 FT. � � 0 WITHOUT WRITTEN PERMISSION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ELECTRICAL 170-180 0.5 I.O 1.5 2.0 SIDE YARD (MIN) 15 FT. 15.0 FT. � Q � MIN. 3,500 P.S.I. AT 28 DAYS 4 4,000 LENGTH. ALL WORK SHALL COMPLY WITH THE NOTES: 140-160 0.5 0.5 I.O 1.5 SIDE YARD (ACG) 35 FT. 3 .04 FT. 0 I - 07_ PSI FOR GARAGE SLAB. PROVIDE ALL NATIONAL ELECTRICAL CODE AND ALL I. OBTAIN ALL PERMITS PRIOR TO 100-130 0.5 0.5 0.5 1.0 BUILDING HEIOHT 55 FT./ 2� STY. 54.55 FT. tu SLEEVES AND FOUNDATION VENTS AS STATE LOCAL AND UTILITY COMPANY THE START OF WORK. �(�Ifl NOTE: ALL NLAS FI I #2 OR LUMBER CODES AND REGULATIONS. ALL LOT CO\/ERAOE 20 % 5.q % Q REQUIRED BY NYS GODS. UNLESS TO BE DOUGLAS FIR #2 OR BETTER CIRCUITS SHALL BE MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPESINDICATED, ALL FOUNDATION POWER WIRINO SHALL BE MINIMUM 14 WITH ROD $ SHELF, ALL LINEN FOOTINGS ARE TO BE A MIN. 8" DEEP NOTE: 11._. r' v z_ FOUNDATION 6" ON EACH SIDE O THE FOUNDATIONS CHAPTER 4 DESION AWG. CONVENIENCE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THICKNE55 IN INCHES BY PIPE SIZE GLIMATIG AND OEOORAFHIG DE510N CRITERIA In FOUNDATION WALL. PROVIDE TWO #4 BE LOCATED 12 ABOVE FINISHED ROWS OF SHELVES. BASED UPON PRESUMPTIVE LOAD TYPES RANGE (F) 2" PJNCUTS I" AND LF-55 1.25" TO 2" 2.5" TO 4" DEFORMED BARS CONTINUOUS IN THE BEARION VALUES OF SANDY GRAVEL FLOOR UNLESS OTHERWISE INDICATED. TABLE 8501.2(1) INTERNATIONAL RESIDENTIAL GODS � La FOOTING. ALL 4 THICK CONCRETE AND/OR GRAVEL AT 2000 LBS PER ALL SWITCHED TO BE LOCATED 36" 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS SLABS TO HAVE 6X6 10/10 WELDED ABOVE THE FINISHED FLOOR UNLESS TO SELECT LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 WIND DE516N SUBJECT TO DAMAGE SQUARE FOOT. CONTRACTOR TO FROM WIRE REINFORCINO. ANCHOR BOLTS IN OTHERWISE INDICATED. 5UPPLY GROUND SPEED ,' TOPOG SPECIAL WIND SEISMIC dJ W CONSULT ENGINEER IF DIFFERENT LOW TEMPERATURE 120-200 0.5 I.O I.O 1.5 RECOMMENDED LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND 5NOW (MPH) RAPHIG WIND BORN DESIGN O tp CONCRETE SHALL BE HOOKED 5/8" X SOIL MATERIALS ARE FOUND UPON STEAM CONDENSATE LOAD EFFECTS REGION I DEBRIS CATEGORY WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN t- O I 12" AT MAX. 3' O.G. PROVIDE BITUMEN FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER m a DEPTH DESIGN BARRIER HAZARDS 9 FREEZING ANNUAL Z EXCAVATION OR TEST ROLE, FOR (FEED WATER) ANY I.O I.O 1.5 2.0 k ZONE f e , ; EXPANSION JOINTS BETINEEN SLABS ALTERNATIVE FOOTING AND AND INSTALLED BY CONTRACTOR AND FOUNDATION WALL'S. FOUNDATION WALL DESIGN THIS PROJECT COMPLIES WITH: COOLING SYSTEMS TEMP REauIRED INDEX TEMP - < z i i 20 I Ov It NO NO 1 MILE B BOF 5 FT MOD TO FEMA OL 0 Q z 2016 NEW YORK STATE UNIFORM CODE 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2,0 - - - FROM - SEVERE BFO HEAVY ��E YES FLOOD 5ti9I 51 LU � < I BY OWNER AND BRINE 120-200 0.5 1.0 1.0 1.5 COA57 BELOW MAP 1F 0 -1 --_ PANEL# ._. " 7 0 N Q TABLE R602.5(5) SIZE, HE I OHT AND SPAC I NO OF WOOD STUDS TABLE 8602.50) TABLE 8602.50) FASTENINO 5GHEDULE FASTENING SCHEDULE CONTINUED BEARING WALLS NON-BEARING WALLS NUMBER AND TYPE NUMBER AND TYPE SPAGING OF FASTENERS ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER ac SPAGING AND LOCATION ITEM0":)ADESCRIPTION OF BUILDING ELEMENTS OF FASTENER "b4r" ' .•_ INTERMEDIATE MAXIMUM SPAGING MAXIMUM SPAGING WHEN MAXIMUM SPAGING WHEN = - ROOF DC' h SUPPORTS , 5UPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY c" STUD 51ZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR (INCHES) (INCHES) SUPPORTING TWO UNSUPPORTED UNSUPPORTED 3 r.;is U O a C o n ry[ ,L L 4-Sd BOX(2 �"X0.1139 OR WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL (INCHES) UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING ra � SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT �. c " ' T f �� ��w I BLOCKING BETWEEN CEILING J015TS OR RAFTERS 3-8d COMMON(2 Y2"X0.131");OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE 8602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE g 9 9 TO TOP PLATE 3-10d BOX(2 Y2"X".128"9;OR ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC, A55EMBLY (INCHES) HEIGHT (INCHES) (FEET) (FEET) I 3-3"X0.131" NAILS 30 5/11 bd COMMON(2"X0.113") NAIL(5UBFLOOR,WALL) 6 12f r ad COMMON(2 Y2"X0.131")NAIL(ROOF) TODDO HELL,AIA 4-Sd BOX(2 �"X0.113"9 OR 2 CEILING JOISTS TO TOP PLATE 3-5d COMMON(2 Y2"X0.131"9;OR PER JOIST,TOE NAIL 31 X/52' - 1" 5d COMMON NAIL(2 Y2"X0.131") b 12f 120(?Veterans Memorial Highway 3-1"d BOX(2 Y2"X0.128');OR Suite 120 3-3"X0.131"NAILS 32 Oe'. - 1 Y4" IOd COMMON(3"X0.145") NAIL;OR 6 12 Hauppauge,NY 11788 8d (2 Y2"X0.1319 DEFORMED NAIL CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX(3"XO.113")OR OTHER WALL SHEATHING P 631)650-6666 3 LAPS OVER PARTITIONS[see Sections 8502.3.1 ,R502.3.2 3-I6d COMMON 0 Y2"X0.162");OR I 2' GALVANIZED ROOFING NAIL, e HEAD - F{63])650-6667 and Table R8o2.5.1 (a)] 4-3"X0.131" NAILS FAGS NAIL 33 I Y2" STRUCTURAL GELLULOSIG FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib ga., 3 6 SHEATHING I Y" LONG C(516)658-0325 %CEILING J015T ATTACHED TO PARALLEL RAFTER 25/52"STRUCTURAL CELLULOSIC FIBERBOARD 4 GALVANIZED ROMPING N L,I6 So., 3 a HEAD 4. (HEEL JOINT), TABLE R802.5.1(q) 34 5HEATHING DIAMETER,OR I" GROWN STAPLE 6 -- " CE NAIL I Y4" LONG 2X4 10 24c I6 24 10 16 85Table, •` . .� `,�» [see Sections 802.3.1 ,R02.3.2 and TabR50:23.1S R50 .I (aFACE I Y2" GALVANIZED ROOFING NAIL;STAPLE d 2X6 10 24 24 I6 24 20 24 35 Y2" GYPSUM 5HEATHIN5 GALVANIZED, I Y2" LONG;I Ya" SCREWS, 4-I0d BOX(3"XO.125") OR TYPE W OR 5 COLLAR TIE TO RAFTER, FACE NAIL OR I Y4" X 2Ogo. 3-I0d COMMON(3 Y2"X0.148");OR d 15/4"GALVANIZED ROOFING NAIL;STAPLE FOR SI: I INCH = 25.4 mm, I FOOT = 304.8mm 5 7 7 RIDGE STRAP TO RAFTER 4-3°x0.131" NAILS FACE NAIL EACH RAFTER 36 5/e"GYPSUM SHEATHING GALVANIZED, 1 5/8" SGREw5,TYPE W OR 5 a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED WOOD STRUSTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING � ,• 3-16d BOX NAILS(3 �"X0.135") OR 2 TOE NAILS ON ONE 510E bd DEFORMED(211x0.12011) NAIL;OR WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. AND I TOE NAIL ON OPPOSITE 3'i 5/4" AND LESS 6 12 b. SHALL NOT BE USED IN EXTERIOR WALLS '. RAFTER OR ROOF TRUS�i TO PLATE 3-IOd COMMON NAILS(3"X0.148");OR ad COMMON(2 Y2"X0.131") NAIL L 6 r,`.. 4-IOd BOX(3"x0.125");OR SIDE OF EACH RAFTER OR G. A HABITABLE ATTIC, ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET THE WALL STUDS SHALL BE INCREASED TO TRU55 ed COMMON(2"X0.131")NAIL;OR 4-3"x0131' NAILS I 3b Ye" - 1" 8d DEFORMED(2 Y2'X0.120") NAIL R DD 6 12 2X6 OTHE STUDS SHALL BE ESIGNEIN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. ,1 1 4-I6d (3 �"X0.135") OR IOd COMMON (3"X0.145") NAIL;OR �{ J ,� !`,'1 r'''d 3-I0d COMMON(3"X0.145");OR 3a 1 Ye" - I Y4" 4-3'XOBOX NAILS FOR OR TOE NAIL FOR 51: I Inch = 25.4 mm, I foot - 304.8 mm, MILE PER HOUR d 00.44 hm/Ds;12ksIX068g5 MPa TABLE 8602.10.4- BRACING METHODS b 12 .151" �/✓ 7 ROOF RAFTERS TO RIDEiE,VALLEY OR HIP RAFTERS OR CONNECTION CRITERIA ROOF RAFTERS TO MINIMUM A RIDGE BEAM METHODS, MATERIAL MINIMUM THIGKESS FIGURE 3-Ibd BOX(3 �"X0.135")OR a. NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISEFASTENERS SPAGING STATED.NAILS USED FOR FRAMING AND 5HEATHING �\ 12_=COMMON(3 Y2"X0.162");OR TOE NAIL CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS 5HOHN: 80 KSI FOR SHANK DIAMETER OF O.Ig2 INCH(20d 8301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN 3- BOX(3"X0.128");OR COMMON NAIL),a0 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.1-M INCH,AND 100 KSI FOR SHANK EXTERIOR SHEATHIN6 PER WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 3-3"X0.131" NAILS b' EDGES 12"FIELD DIAMETERS OF 0.142 INCH OR LESS. TABLE 8602.3(3) GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE WALL b.STAPLES ARE Ib GAGE WIRE AND HAVE A MINIMUM 1/16-INCH ON DIAMETER GROWN WIDTH. C,5-W5P 3 �i bd COMMON(3 Y2"X0.162") 24" O.G.FACE NAIL REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Igg6 AND ASTM E 1886 AS c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. CONTINUOUSLY SHEATHED a d.FOUR-FOOT BY 8-FOOT OR 4-FOOT BY a INTERIOR SHEATHING PER-FOOT PANELS SHALL BE APPLIED VERTICALLY. WOOD STRUCTURAL PANEL MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR IY) 8 STUD TO STUD(NOT AT BRACED WALL PANELS) e.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3 (2). VARIES BY FASTENER IOd (3"x".128");OR TABLE 8602.3(I)or 86"2.3(2) WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING 3"X0.131")NAILS 16"O.G.FACE NAIL f.WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO Q - - r GABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH, O STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) N NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED b INCHES ON CENTER FOR MINIMUM 48 INCH STUD TO STUD AND ABU'rTIN6 STUDS AT INTERSECTING WALL 3"X".131"NAILS I6d BOX(3 Y2"X0.13511);OR 12" O.G.FAGS NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. EXCEPTION: Q q CORNERS(AT BRACED HALL PANELS) g.6YPSUM SHEATHING SHALL CONFORM TO A5TM G 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 253. FIBERBOARD 5HEATHING W C,5-6bA WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN '/16 INCH AND A #Ibd COMMON(3 Y2"x".162"9 16"O.G. FACE SHALL CONFORM TO ASTM G 208. 1 NAIL CONTINUOUSLY SHEATHED SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. Z In.SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED 3 ii SEE METHOD CS-HSP SEE METHOD C,5-W5P Q Ibd COMMON(3 Y2"X0.162") Ib"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPACING OF FASTENERS ON ROOF 5HEATHING Z ADJACCENTENT TO OGARAGE PANEL EDGE5 APPLIES TO PANEL EDGE5 z WOOD T PANEL �b PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE [- A 10 BUILT-UP HEADER(2" TO 2" HEADER HITHY2"SPACER) SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOGKING.BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGES PERPENDICULAR TO OPENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE J Ibd BOX(3 Y2"X0.13511) 12"O.G.EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REOUIRED BY OTHER PROVISIONS OF THI5 CODE. FLOOR PERIMETER SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. d Z (� 5-8d E30X(2 Y2'XO.113");OR I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE ,PROVIDE TWO TOE NAILS to WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO 4-8d COMMON(2 Y2"X0.131");OR ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE.THE TOE NAIL ON Z O II CONTINUOUS HEADER TO STUD TOE NAIL N RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH V 4-IOd BOX(3"x0.125" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. EITHER TABLE R301.2(2) OR A5CE 7, WITH THE PERMANENT CORROSION-RESI5TANT GS-PF Ibd COMMON(3 Y2"x0.162") 16" O.G.FACE NAIL 0 -�/ ii SEE SECTION 8602.10.6.4 SEE SECTION 8602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE r- wD CONTINUOUSLY SHEATHED TOP PLATE TO TOP PLATE Iod Box(3"X0.128");OR TABLE R8O2.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES Z PORTAL FRAME BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1.2 15 PERMITTED FOR w p-j* v a f2 12"O.G.FACE NAIL H BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE -, V1 --NAILS FROM WIND (ASD) (POUNDS PER CONNEGTI ON) a.b.c.d.e,f,a.h z - DESIGN WIND SPEED, 15 180 MPH OR LESS. w w v o 0 8-I6d COMMON(3 J"X0.1629;OR EXPOSURE B O ~=w O v 12-Ibd BOX(3 Y2"X0.135");OR I Y2" long X O.I2 dla. LL F V v DOUBLE TOP PLATE SPLICE FOR SDG's A-D2 WITH SEISMIC 12-IOd BOX(3"X0.128");OR FACE NAIL ON EACH 510E OF I 25 LU (for Y2" thick sheathing) TABLE R�JO I.2.I.2: WINDBORNE DEBRIS PROTEGTI ON FASTENING ' o o J �F o 0 BRACED WALL LINE SPACING<25' ULTIMATE DESIGN WIND SPEED Nult (mph) d �2 Or �32 fOf I s/4' Ion X 0.12 dia. u1 H -j Q Q 12-3"X0.131" NAILS END JOINT(MINIMUM 24" LAP C,5-5FB 25 g 3" EDGE5 6" FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS N z d o a w SPLICE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN 130 mph 140 m h CONTINUOUSLY SHEATHED maximum 16" (for /52 thick sheathing) ~w v�z � F=N TRUSS SPAGING (FEET) p p galvanized roofing Halls Clio) 8 common � g 13 END JOINT) STRUCTURAL FIBERBOARD FASTENER SPAGING ��� � N i- O (2 Y2" Ion X 0.131" dial Halls Id-z M F DOUBLE TOP PLATE SPLICE 5DG'5 DO,DI,OR D2;AND 12-Ibd (3 Y2"X0.135") ROOF PITCH ROOF PITCH Stud spacing g ��w v o o z o W BRACED WALL LINE SPACING> :25' FASTENER TYPE 4 FOOT 6 FOOT o o v k 3 0 y Q I-- Y <5:12 >5:12 <5:12 >5:12 PANEL SPAN < PANEL SPAM < PANEL SPAN *Q z W v W 0 I6d COMMON(3 Y2"X0.162") 16" O.G. FACE NAIL 12 015 88 122 113 I degree = 0.0115 rad I 2 I <-.4 FOOT < 6 FOOT < 8 FOOT u=i Q wm m O FOR SI: I INCH = 25.4 mm, I FOOT = 304.8mm, g pound per square foot=47.8 N/m , mile per hour = 0.447 m/s. - - - } z v 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR I6d BOX(3 Y2"xo.135");OR 18 122 112 157 146 a. Adhesive attachment of Hal I sheathing including Method GB, shall not be permitted in Seismic Design Categories G, Do, DI and P.2. NO. 8 WOOD SCREW o J Q -a► w z-dwOpf BLOCKING(NOT AT BRACED WALL PANELS) 12"O.G. FACE NAIL 24 1401 13'1 1'12 1"18p d A d f/ �z d p 3"x0.131") NAILS b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall z F 28 167 153 216 200 BASED ANCHOR WITH 2 16 I O 8 d w } 3-Ibd BOX(3 Yz'XO.135");OR 3 EACH Ib"O.G.FACE NAIL 12" O.G. 32 185 170 240 222 of the garage. In Seismic Design Categories Do, DI, and D2 roof covering dead load shallnot exceed 3 psf. BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST'OR 2-Ibd COMMON(3 Y2"X0.162'9;OR 2 EACH 16" O.G.FACE NAIL 36 203 186 264 244 G. Garage openings adjacent to a Method GS-G panel shall be provided with a header in accordance with Table 8602.5 (1). A full INCH EMBEDMENT LENGTH o o>> IN~d �i v IS BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131" NAILS 4 EACH I6"O.G.FACE NAIL 42 230 211 300 278 height clear opening shall not be permitted to a Method GS-G panel. Pf le 3 N N a F-w NO. 10 WOOD SCREW d o o 4B 258 236 336 311 d. Method GS-SFB does not apply in Seismic Design Gategorfes Do, DI , D2. o m LL w q o z 4-Sa E3ox(2 "x0.113"9;OR e. Method applies to detached one and two-family dwellings in Seismic Design Categories Dothrough D2oniy. BASED ANCHOR WITH 2 16 12 q E:1:00 w w c 3 12 126 117 162 150 3-I6d BOX(3 Y2"X0.135");08 INCH EMBEDMENT LENGTH � 4-Sd COMMON(2 Y2"X0.1319;OR TOE NAIL 18 162 14q 2001 1014 P O> 4-I0d BOX(3"X".125");OR 24 1018 182 255 237 I/ m LL o w m w Ib TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131 NAILS 28 222 203 287 266 Y4. INCH LAG SCREW m o O Q o o o 16 O.G. TABLE 8602.10.5 m o n w z M 3-Ibd BOX(3�"x".135");OR 32 246 226 31 q 215 BASED ANCHOR WITH 2 I6 16 16 kyr-kn�� V-z o 2-I6d COMMON(3 Y2"X0.162");OR END NAIL 36 270 247 351 325 MINIMUM LENGTH OF BRACED WALL PANELS INCH EMBEDMENT LENGTH z o z w 3-Iod BOX(3"x0.128");OR 42 306 281 30101 370 o d= - D A 3-3"X0.131" NAILS MINIMUM LENGTH w d w 48 343 514 447 414 METHOD w w v pp w d z w s (INCHES) CONTRIBUTING F*F Q Q H N 30 F~6 Q 3-IOd BOX(3"X0.128");OR EXPOSURE G ADJACENT CLEAR WALL HEIGHT LENGTH A. THIS TABLE IS BASED ON 180 MPH ULTIMATE I-1 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON(3 Y2"x0.162'9;OR OPENING HEIGHT (INCHES) DESIGN WIND SPEED ANDA 55 FOOT MEAN ROOF 3-3"X0.131"NAILS FACE NAIL (INCHES) 8 FEET a FEET 10 FEET II FEET 12 FEET ULTIMATE DESIGN WIND SPEED Vult (mph) HEIGHT. 3 3-8d BOX(2 "X0.113");OR RAFTER OR ROOF SPAN 150 mph 140 m h GS-WSP <64 24 27 30 33 36 ACTUAL b. FASTENERS SHALL BE INSTALLED AT OPPOSING l8 I"BRACE TO EACH STUD AND PLATE 2-8d COMMON(2 Y2"X0.131'9;OR TRUSS SPACING (FEET) p p -7 -7 -7 -7 2-I0d BOX(3"xO.l2a");OR FACE NAIL ROOF PITCH ROOF PITCH ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 2 LdE30STAPLES I /," INCH FROM THE EDGE OF THE PANEL. W 3-8d 60X 2 70.113 ;OR <5:12 >5:12 <5:12 >5:12 }• 2-ad COMMON(2 Y2"X0.131'9;OR 12 161 151 118 l86 la I"X b" 5HEATHING TO EACH BEARING 2-10d BOX(3"X0.128");OR FACE NAIL TABLE 8507.2 C. ANCHORS SHALL PENETRATE THROUGH THE ib 2 STAPLES, I"GROWN, I6 a.,1 5/4" LONG la 208 115 257 242 g DC 24 256 2301 317 2018 EK LEDC GER ONNECTION TO BAND JOISTab LL COVERING WITH AN EMBEDMENT EXTERIOR WA � 3-ed Box(2 °x0.113°);OR LENGTH OF NOT LESS THAN 2 INCHES INTO THE _ �� 28 2801 2601 358 335 (DECK LIVE LOAD=40 PSF DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF v v 3-lo COMMON(2Ye>11); R, OR 12 O.G. 32 521 2qq 3018 373 - BUILDING FRAME. FASTENERS SHALL BE LOCATED V 3-IOd BOX(3"X0.128");OR 3 STAPLES, I"GROWN, Ibgo.,1 5/4'LONG 36 353 321 43a 411 CONNECTION DETAILS JOIST SPAN NOT LESS THAN 2 y2 INCHES FROM THE EDGE OF THE w 42 402 575 401014(o& 6'AND LE55 6' r TO a' 8'I" TO 10' 10'1 TO 12' 12'1 TO 14' 14T' TO Ib' 16'1 TO 15' �_ W +tf 20 1" X 5" AND WIDER SHEATHING TO EACH BEARING WIDER THAN I" X 8" 0 0 ON-CENTER SPAGING OF FASTENERS FACE NAIL CONCRETE BLOCK OR CONCRETE. W Z W W 4b 45 42 560 524 4-5d BOX(2 J"x0.113");OR d. PANELS ATTACHED TO MASONRY OR 3-8d COMMON(2 Y2"X0.131");OR 12 214 201 263 247 INCH DIAMETER LAO SCREW cal 50 23 IS 15 13 11 to ry 0 Q 3-I0d BOX(3"X0.128");OR 1a 277 251 342 322 WITH j INCH MAXIMUM 5HEATHING MASONRY/STUGGO SHALL BE ATTACHED USING Z X Z Z 4 STAPLES, I"GROWN, I6go.) 5/4"LONG 24 340 318 422 3016 INCH DIAMETER BOL(;WITH� INCH 36 36 34 201 24 21 ICI VIBRATION-RESISTANT ANCHORS HAVING AN Q W 4 Q FLOOR 2a 384 358 476 446 MAXIMUM SHEATHIN6 I6 O.G. ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS 32 4.2'1 318 521 4cj(0 � INCH DIAMETER BOLT WITH i-INCH 36 36 201 24 21 18 16 � Z 4-Sd BOX(2 "X0.1!3");OR MAXIMUM SHEATHIN6" THAN 1,500 POUNDS. 36 4601 438 583 547 3-lo COMMON(2 Y2"X".131");OR Z W W 21 JOIST TO SILL,TOP PLATE OR GIRDER FOR 51: I Inch = 25.4 mm, 1 foot =304.8 mm, I pound per square, foot � 0.048' kPa 3-IOd BOX(3"X0.128");OR TOE NAIL 42 535 4qq 664 622 P p a W � W Z Z a.Ledgers shall be flashed in accordance with Section R-103.4 to prevent water from contracting the house band Joist. 3-3"X0.131"NAILS 48 5011 5501 745 617 0 V 5- BOX(2 "x0.113") 4" O.G. TOE NAIL b.Snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER ED c. The tl of the la screw shall full extend be and the inside face of the band oist P 9 y y J TABLE 8301.7 OF THE 2015 INTERNATIONAL RESIDENTIAL GORE RIM JOIST,BAND J015T OR BLOCKING TO SILL OR TOP 8d COMMON(2 Y2'X0.131");OR d. Sheathing shall be wood structural panel or solid sawn lumber (z w w (K (K 22 FOR 51: I INCH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, PLATE(ROOF APPLIGAT'IONS ALSO) IOd BOX(3"X0.128");OR 6" O.G.TOE NAIL 2 e.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. W W W W W W O 3"x0.131"NAILS I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.01 N/m I plf 14.6 N/m up to 1/2-Inch thickness of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable STRUCTURAL MEMBER ALLOWABLE 0. Z [L (L OL Q Z 3-Sd BOX(2 XO.11 ;OR sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION 2-8d COMMON(2 Y2"x0.131");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF ly d) r r r 23 1" X 6" 5UBFLOOR OR LESS TO EACH JOIST 3-Iod BOX(3"x0.125");OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFTRAFTERS HAVING SLOPES GREATER THAN 3/12 L/I80 2 STAPLES, I"GROWN, I69a.,l Y2 5/4"LONG TABLE R507.2.1 WITH NO FINISHED CEILING ATTACHED TO N CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE � � ry ry � ry .� 5-1&1 Box(3 'X0.135");OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WPLACEMENT OF LAOSCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS IND SPEED. THE 't m N 0 m D 24 2"SUBFLOOR TO JOIST OR GIRDER 2-I6d COMMON(3 Y2"x0.162") BLIND AND FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE INTERIOR WALLS AND PARTITIONS H/180 O O O O O 3-Ibd Y2 BOX(3 'XO.135");OR TABULATED FORGES FOR EXPOSURE G AND DOR FOR THE OTHER MEAN ROOF MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 25 2"PLANKS(PLANK b BEAM-FLOOR d ROOF) AT EACH BEARING,FACE NAIL FLOORS L/360 2-I6d COMMON(3Y2'Xo.162") HEIGHTS. TOP EDGE BOTTOM EDGE ENDS ROW SPAGING # 3-I6d COMMON(3 "x0.162") b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING CEILING WITH BRITTLE FINISHES (INCLUDING in ry - } 26 BAND OR RIM JOIST TO JOIST 4-10 BOX(3"x0.125");OR ASSEMBLY DEAD LOAD OF 15 PSF. LEDGER' 2 INGHE5d 3/4 INCH 2 INGHE5" 15/a INCHES" PLASTER AND STUCCO) 4-3"x0.131" NAILS;OR END NAIL c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF a CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 4-3"X 149a.STAPLES,a" GROWN OVERHANG OF 24 INCHES. BAND JOIST 3/4 INCH 2 INCHES 2 INCHES" 1 5/& INGHE5" NA EAG R 5 0 o d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE GYPSUM BOARD) 206 COMMON(4"x0.1'2");OR 32" AT TOP AND BorroM ST AND STAGGERED MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING FOR 51: 1 INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240 a. LAG SCREWS OR BOLT5 SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R50-1.2.1(1). Q 24" O.G. FACE NAIL AT TOP CORNERS. EXTERIOR WALLS - WIND LOAD WITH PLASTER OR H/360 IOd SOX(3"X0.128");OR b. MAXIMUM 5 INCHES. \ ^ LU AND BOTTOM STAGGERED ON e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED V(+,�\1 27 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131"NAILS OPPOSITE SIDES c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2.1(I)• UA d AND: FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOADS' WITH OTHER H/240 t \ 2-2od COMMON(4"X");OR);OR AT EACH SPLICE FORGES. BRITTLE FINISHES V �- 3-IOd BOX(3"X0.128");OR 3-3"x0.131"NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT TABLE: 8402.1.4 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE EXTERIOR WALLS - WIND LOADS` WITH FLEXIBLE H/120 d Q 4-I6d BOX(3 �"X".135'9;OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL 1 3-Ibd COMMON(3Y2"X0.162");OR AT EACH JC15T OR RAFTER, WALL ABOVE. EQUIVALENT U-FACTORS FINISHES. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-I0d BOX(3"X0.128");OR FAGS NAIL e ' .4-5"X0.151 NAILS g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LINTELS SUPPORTING MASONRY VENEER WALLS L/600 SHALL BE PERMITTED. CLIMATE ZONENOTE: L=SPAN LENGTH, H=SPAN HEIGHT (� �- 2q BRIDGING TO JOIST 2-I0d (3"x0.125") EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPAGING SHALL BE PERMITTED FENESTRATION SKYLIOHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE � k / Z TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS 4 EXCEPT 0.55 - 0.55 0.026 0.060 '0.018 0.047! , •0.0501 0.065 . OBTAINED FROM THE TABLE R301.2(2). �- MARINE b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE (\ Z TABLE 8602.3(3) 5 AND THE LENGTH OF THE CANTILEVER. !-1 ebc MARINE 4 0.52 0.55 0.026 0.060 0.082 0.055 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN O O WOOD PANEL WALL SHEATHING FASTENING 5GHEDULE ULTIMATE DESIGN WIND ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPAGING STRUCTURAL PANEL THICKNESS STUD SPACING SPEED VULT(Mf H) PROPOSED AS MAX. -V_I.F. AS MAX. AS MAX. AS MIN. AS MIN. AS MIN. N/A AS MIN. GONERS, NOT SUPPORTING EDGE OF , THE CONTINUOUS ` \ SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGE5 FIELD HIND EXP05URE CATEGORY -V.I.F. -V.I.F. ALUMINUM STRUCTURAL MEMBERS SUPPFORTIORTI NG EDGE OF O V (INCHES) RATING (INCHES O.G� (INCHES O.GJ B c D GLA55, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED bd COMMON 24/0 3/8 I6 6 l2 140 n5 n0 L/175 FOR EACH GLASS LITE OR L ' /60 FOR THE ENTIRE J 1.5 (2.0"x0.1131) LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. O �- ed COMMONI6 6 12 1.10 140 135 TABLE: R402.1.2 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF (2.5"X0.131") I.iS 24/16 VIb 24 6 12 140 115 110 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT UNROOM ADDITIONS OR PATIO GONERS, THE TOTAL LOAD FOR 51: I Inch = 25.4 mm, I MILE PER HOUR = 0.44-f We DEFLECTION SHALL NOT EXCEED L/120. o.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD 5HEATHING WITH STUD SPACING MORE THAN 16" d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM J l l ON CENTER SHALL BE APPLIED WITH PANEL 5TRENOTH AX15 PERPENDICULAR TO SUPPORT. MAXIMUM GLAZEDMINIMUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AHAY FROM BUILDING SURFACES IN ACCORDANCE HITH SECTION R301.2. DEFLECTION OF H/IaO. Q LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 8602.10. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION GEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE C. REFER TO SECTION 8703.8.2. c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-Ib OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 U-FACTOR" U-FACTOR SHOO b'e R-VALUE R-VALUE R-VALUE I R-VALUE R-VALUE ` DEPTH d WALL R-VALUE" SPAN RATING. PLYHOOD SIDING RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS HITH A 24/16 SPAN RATING. WALL-I6 AND PLYHOOD SIDING 16 O.G.SHALL BE U5ED WITH STUDS SPACED NOT MORE THAN Ib" ON CENTER. " 4 EXCEPT ;: •' 20 OR -' 10 CONT. OR, � 10 GOVT. OR dJ lu MARINE 0.35 j /'0.55 0.40 401 13 + 5 h 8/13 la ,' 15 CAVITY �- 10 / 2FT. 15 CAVITY 5 AND 0.52 0.55 NR 4q 20 OR 15/17 509 15 CONT. OR 10 / 2FT. 15 CONT. OR Z Z MARINE 4 13 + 5 h Icl CAVITY Iq CAVITY ' O 0 Z • Q PROPOSED AS MAX. AS MAX.AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. O LU z REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES O 4 0 O N Q CONTINUOUS BEAD " "' ,. ,777 77 W NLLL � r u. MANUFACTURED THIN-PROFILE VENTED AIR SPACE , c: ;; FrFcC. �EXISTIN6 ATTIC VENTILATION BAFFLE / FLOOR A55EM5LY (FULL WIDTH ATTIC INSULAITON Y2" RI61D f• TOED ` ON ELS..,AIA INSULATION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway Suite 120 La OhTINUOUS MINIMAL PTIONAL ELEVATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788 EXPANDING FOAM AT CAVITY INSULATION WINDOW PERIMETER XPANDIN6 FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED (631)650_5566 THE PERIMETER OF LOOSELY �� IN THE BUILDING ENVELOPE SECTION OUT RI61D INSULATION ONTINUOU5 BEAD GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAIN5 A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631)650-5667 II ' OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL C(5116)658-03215 �EILING GYPSUM BOARD A5 AIR BARRIER RI61D INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE EXI5TIN6 BAND JOIST INSULATION ' SEALED NTINUOUS BEAD RETROFIT WITH 11/2"RIVE) INSULATION XTERIOR INSULATED INDOW UNIT AS OF SEALANT WALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT AIR BARRIER ONTINUOUS BEAD 9-0050: 5calo:g/4' ■ 1'-0" CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED GEILIi�l6/SOFFIT OF SEALANT THIN-PROFILE ATTIC,EAVE BAFFLE AND VENT GAPS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIMIR AGGE55 OPENINGS, DROP DOWN STAIRS OR KNEE CONTINUOUS MINIMAL WALL DOORS TO UNCONDITIONED ATTICS SPACES �. EXPANDING FOAM AT INTINUOUS MINIMAL 5-01004 Scale:g/4" ■ I'-0" SHALL BE SEALED `h;': �' WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME �-`,"" : , ,• �'; BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE CONTINUOUS BEAD 6YP5UM BOARD ANUFAGTURED REGE55ED LIGHT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE F SEALANT X4 BLOCKING EXTERIOR WA OF R-5 PER INCH MINIMUM ENCLOSURE HALLS TO BE SEALED f ATTIC IN5ULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED I EILIN6 JOISTS WALL5 SHALL BE INSTALLED IN SUBSTANTIAL CONTACT ONTINUOUS BEAD KNEE WALLS SHALL BE SEALED ` OF ADHESIVE T AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER � ONTINUOUS BEAD INDOW UNIT AS OF SEALANT AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS INSULATED EXTERIOR THE SPACE BETWEEN WINDOW/DOOR JAMBS AND ' WALL FRAMING, AND 5KYL I GHT5 AND FRAMING SHALL BE CONTINUOUS MINIMAL XTERIOR WALL — — SEALED EXPANDING FOAM AT SHEATHING to L-EXPANDINO FOAM SEALANT WINDOW PERIMETER AT PERIMETER 2-STUD CORNER WITH Ix4 BACKER ONTIINUOUS BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED N OF SEALANT CONTINUOUS BEAD RYWALL GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLEDZ # F SEALANT 5-00006 ale,5/4• ■ 1'-0" TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE GESSED LI6F+T FIXTURE FLOORS (INCLUDING ABOVE GARAGES ff THE AIR BARRIER SHALL BE INSTALLED AT ANY Q ANTILEVERED FLOORS) D EXPOSED EDGE OF INSULATION OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY H — 4 1 --CONTINUOUS BEAD CINSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH � -1 ° '------CONTINUOUS BEAD j OF SEALANT OF ADHESIVE THE TOP SIDE OF 5HEATHING, OR CONTINUOUS INSULATION I —CONTINUOUS BEAD AIR SEALINs AT R LI61tnN61N ATnG Z ONTINUOUS SILL SEALER OF SEALANT INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL Z -FULL WIDTH OF MUDSILL ONTINUOUS BEAD 502041 Scale: 5/4" ■ 1'-0' PERIMETER FLOOR FRAMING MEMBERS " OF ADHE51VE I CRAWL SPACE WALLS 3 OUNDATION WALL I ONTINUOUS BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, Q A5 AIR BARRIER OF SEALANT BE COVERED WITH A GLASS 1 VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE rA w WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS o z V w v a a AR BARRIER AB ASmo lux~ � DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE � v SHAFTS / P W SHAFTS OPENING TO EXTERIOR OR w m v g)-.T I a PENETRATIONS —FLOOR ASSEMBLY LOGKIN6 AS REQUIRED o o J� F-o 0 UNCONDITIONED SPACE TO BE SEALED N��j O CONTINUOUS BEAD YPSUM BOARD BOX BATTS IN NARROW CAVITIES SHALL BE .GUT TO FIT, OR z w v x x v i o? F SEALANT INTINUOUS BEAD ENCLOSURE NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED B"r INSULATION THAT z ° a OF SEALANT ATTIC INSULATION w v o o z Q o W ON INSTALLATION READILY CONFORMS 'TO THE AVAILABLE CAVITY SPACE 6 T T Lu:- ~ v a FGEILIN6 JOIST AIR SEAL BETWEEN GARAGE AND CONDITIONED w=3 =N U v LU z N � O NTINUOUS BEAD v W- Q o o W o to 0 GARAGE SEPARATION OF SEALANT x� Qm _ Llmi=� SPACE I JwQz�Fp V F- NTERIOR 6YM5UM — o w z-Q w o • RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE z a J~Q a F z o WALLBOARD AS BARRIER "� RECESSED LIGHTING z 3' 3' BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED d v W GONGEPTUAL AIR SEAL I NCS STRATEGY // CONCEPTUAL AIR SEALING STRATEGY // "'" M" TO THE DRYWALL AIR TIGHT AND IG RATED CONCEPTUAL AIR SEALING STRATEGY LONER NALL SECTION UPPER NALL SECTION AT UPPER FLOOR BAND J015T BATT INSULATION SHALL BE GUT NEATLY TO FIT ��NQNNHW ������ PLUMBING AND WIRING Q�,�LV0VrTzo-7 AROUND WIRING AND PLUMBING IN EXTERIOR v o F F- v 5-02on scale:g/4` ■ I'-0• EXPANDING FOAM SEALANT Expo x w 0- � WALLS, OR INSULATION THAT ON INSTALLATION u I n 5 n I li AT PERIMETER v v W w v m-02002 SGa l e: 3/4 = I -O 5-02003 SGa l e:3/4 = I -O READILY CONFORMS TO AVAILABLE SPACE SHALL �o>��o°- NTINUOUS BEAD OF 1-- SEALANT � EXTEND BEHIND PIPING AND WIRING N ~ W�N w SEALANT N' o o 910'� o } RYWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS _v v N N Q m o z m " 6YP5UM BOARD SHOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO 5HOWE`R5 AND z Q z o 2) LAYERS 2" RI61D INSULATION RECESSED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUBS SHALL 3 v w UHT OwZ TUBS SHALL BE INSULATED ZINSTALL I" RI61D INSULATION SEPARATE THEM FROM THE SHOWERS AND TUBS �' ? N-INSTALLED DURING FRAMING Q Q s Q _Lu a- U GTO FIT BETWEEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND =*`� $F RAFTERS FROM SEAL BOTH AIR SEALING AT FTLESSM LI6HTIN6 IN ATTIC, EXTERIOR WALLS ELEGTRIGAL OR COMMUNICATION BOXES OR d Q o a o S p IAFTER NITH ROUGH OUT�AROUND EXPANDN6 FOON SIDES ALONC7 AM SEALANT. AIR-SEAL BOXES SHALL BE INSTALLED VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 502040 Scab:5/4' ■ I'-0" HVAC, REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING -AIR SEAL PEF:IMETERVENTILATION CHUTE FOR LENGTH OF RIC-0INSULATIO INSULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE WITH EXPANDING ATTIC INSULATION Wim- SUBFLOOR OR DRYWALL FOAM SEALANT XTERIOR WALL WHEN REQUIRED TO BE SEALED, CONGEALED FIRE / INSTALL I RI61D INSULATION SHEATHING CONGEALED SPRINKLERS VERTICALLY TO CONNECT SPRINKLERS SHALL ONLY BE SEALED IN A MANNER W } INSULATING SHEATHING TO RIGID 5-STUD CORNER WITH RIGID INSULATION THAT IS RECOMMENDED BY THE MANUFACTURER. z ►Lj CAULKING OR OTHER ADHESIVE SEALANTS SHALL IK INSULATION BAFFLE. NOT BE USED TO FILL VOIDS BETWEEN FIRE Q _ FOAM SEAL BOTH JOINT 5-00007 Scale:g/4• ■ I'-0" SPRINKLER COVER PLATES AND WALLS OR V ONTINUOUS BEAD CEILINGS .� < OF SEALANT dJ LU ii RI61D INSULATION ONTINUOUS BEAD � OF SEALANT �. ., N LU Q � � XTERIOR INSULATED " RI61D INSULATION Z X Z Z WALL VIDE BLOGKIN6 AT C' d Q lU 4 Q �XTERIOR INSULATED STUD CAVITY AT SHOWERV V WALL AT EXTERIOR WALL I Z Z C ONTINUOU5 BEAD OF C MATERIALS R-VALUES Z ~ ~ ~ SEA ANT NSTALL INTERIOR SHEATHING -1 Z Q Z Z I"RI610 INSULATION AS ATTIC SAVE BAFFLE GUT I"EXTERIOR INSULATION SHEATHING A5 _W _W J IU W_ PRIOR TO INSTALLATION OF ARC00 MANUFACTURED VENT ATTIC EAVE BAFFLE AND VENT ff J __I 1 , 1 PREFAB FIREPLACE UNIT EMENT BAGKERBOARD MATERIAL R-VALUE v D v M 0 0 5-01006 Scale:g/4" ■ I'-0" 5-01005`- Iesg/4" ■ I'-0" \ 1 I `• TUB SURROUND FINISH f I FAB TUB UNIT W W W W W W O TILE SURROUND FINISH FIREPLACE 0- Z Q a- 0- IZ Z INSTALL I" RI61D INSULATION \__CEMENT BAGKERBOARD UNIT BUILDING BOARD hhINSULATED PROVIDE 5LOGKIN6 AT BEYOND SURROUND GYPSUM WALL BOARD V2") 0.45 l (S � W AT BOTH HORIZONTAL AND INSULATED EXTERIOR 4 I EXTERIOR 5TUD CAVITY AT TUB I �\ N N m ~ DRAINAGE PLA VERTICAL POSITIONS STUD WALL I I STUD WALL AT EXTERIOR WALL -CONTINUOUS BEAD GYPSUM WALL BOARD (5/8") 0.5625 1 j j I (LEAVE I"GAP FOR EXPANDING FOAM) 4O O O � O O D THIN PROFILE WALL SHEATHING OF SEALANT PLYWOOD �2") 0.62 INSTALL EXPANDING FOAM SEALANT AT INTENTIONAL 6AP5 INSULATED EXTERIOR THIN PROFILE WAL AT I" R1610 INSULATIO ~EXISTING FLOOR I .. STUD WALL SHEATHING PLYWOOD (3/4") O.Q4 CONTINUOUS BEAD OF ASSEMBLY to N - } 1 OINTINUOUS BE '� SEALANT AVITY INSULATION I ONTINUOU5 BEAD OF OF SEALANT MINIMUM �" DRIP Ij ANUF. SHOWER PAN I i SELANT SIDING I" RIGID INSULATIO I' ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 SOFFIT CLO XPANDIN6 FOAM XPANDIN6 FOAM ---WOOD FLOOR ASSEMBLY— ALUMINUM/ VINYL S I D I NCS (Y2" INSULATION) 1.80LH 1 OOD FRAME FLOOR Z C ASSEMBLY OD FRAMEIt FLOOR ASSEMBLY FLOORING (� LH INSULATED CANTILEVER FLOOR// ,° °' 's HARDWOOD FLOORING (3/4") 0.68 'I� CAVITY INSULATION WITH I"R1610 INSULATION CLOSURE 4 LU _ TILE 0.05 ' ` 5-01014 5cale:5/4• ■ 1'-0" AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH b O THIN-PROFILE 5HEATHIN6 FIREPL.AGE ASSEMBLY THIN-PROFILE SHEATHING//SECTION CARPET WITH FIBER PAD 2,08 5 � -01007 5cale:g/4" ■ I'-0" 5-01012 sc01e:5/4" ■ I'-0" 5-01009 5cale:g/4" ■ I'-0" ATTIG INSULATION CARPET WITH RUBBER PAD 1.25DA EILIN6 FRAMING � � �— FLOOR GRILLE AIR SPACE 6/2" UP TO 4") 1.00 (� j 51 EATH INTERIOR OF LOOR DUCT BOOT L1 " RI61D 0ATTIC AGGE55 TO ONTINUOUS BEAD OF LEGTRICAL WIRELH INSULATION +I" OF INSULATION SEALANT LEVEL FLOOR TOP PLATE PLUMBING PI ROOFING (� � O AGGE55 PANEL ASPHALT SHINGLES 0.44 nnO v z RAW AGGE55 PANEL TOP PLA 11 5NU6 WITH PERIMETER INSULATED FLEXIBLE DUCT XPANDIN6 FOAM WOOD SHINGLES 0.q7 O EXPANDING FOAMTIE SEALANT SEALANT TI INNER LINER TRIM AS REQUIRED rz L STUD nn// TIE AAT OUTER TER LINER T (INNER LINER INISH GEILIN6 NALL STU DOORS n `J z WOOD, SOLID GORE (1 3/4") Lo X INSULATED METAL DOOR (2") 15.00 p AIR SEALING AT ATTIC,HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELEGTRIGAL PENETRATION 5-02022 scale-5/4• ■ 1'-0" 5-01025 Scale " ■ 1'-0" 5-01055 5cale:g/4' ■ 1'-0" 5-01024 Scale,5/4" . I'-0" POURED CONCRETE PER I" 0.08 W OL O 4 z to o 0 o PROVIDE HOLD DOWNS AT ALL CORNERS AND BOTH p HURRICANE ANCHORS MANUFACTURED BY SIDES OF OPENINGS 6 - SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A OR GREATER IN WIDTH " d . OR APPROVED EQUIVALENT AT EVERY T' u o'C ON N L L L RAFTER TO PLATE CONNECTION BOTH SIDES WHEN ¢ " a " ' ' I 1 '1 ' C -RAFTERS DO NOT ALIGN WITH STUDS DOUBLE 2X STU TODD O'CON ELL,Alf SIMPSON HDU5-SDS2. HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway 51MPSON STRONG-TIE CONNECTOR SIMPSON STRONG-TIE CONNECTORS MODEL Suite 120 No. HI OR APPROVED EQUIVALENT AT EVERY Hauppauge,NY 11788 L. 1-F'IZ TO BE USED WHEN — RAFTER ALIGNS WITH STUD ° RAFTER TO PLATE CONNECTION-- P(631)650-6666 ° ) F(631)650-6667, ° USE A MINIMUM OF 1140 .5d NAILS THIS SIDE WITH A I C(516)658-0325 TOTAL OF FOUR INTO RAFTS ° ° D ROOF RAFTS ! . a •` M . ROOF RAFTS te> lit, DOUBLE TOP PLA I j I P05T GAP MANUFACTURED BY SIMP50N STRONG-TIE CONNECTORS MODEL No. B052-2/4 I II OR APPROVED EQUIVALENT INSTALLED I AS PER MANUFACTURES SPECIFICATIONS {• a ,, ' I 8• STUD PLATE TIES MANUFACTURED BY SIMP50N 5TRON6-TIE CONNECTORS MODEL No. R.5P4 OR APPROVED EQUIVALENT AT EVERY STUD TO PLATE CONNECTION WHEN RAFTERS DO NOT AL16N WITH STUD BEA / ° DECORATIVE COLUMN COVER 4x4 COLOLD STUDS a 1611 O.G. THREADED STEEL RO SIMPSON HDU5-SD52. HURRICANE ANCHORS MANUFACTURED BY TWO 8d NAILS INTO PLATES DOUBLE 2X STU GONNEGP ORS MODEL No. H2.5A OR APPROVED 16HT 8d NAILS 51MP50N HDU5-SD52. EQUIVALENT AT EVERY BEAM TO INTO STUDS HOOKED ANCHOR BOLT JOIST CONNECTION // A00 DEGKIN6 z ROOF STi AFF I NO DETAIL L MIN. 12" PENETRATION ° BOTH SIDES < v 3INTO FOUNDATION v USE SIMPSON Z-MAX OR HD6 CONNECTORS -� SCALE: 3/4" = I'-O" s TO INCREASE CORROSION RE515TANCE a 16" O.G. FOR ALL HARDWARE IN CONNECTION ° W/AGQ LUMBER. � Z USE SIMPSON Z-MAX OR HD6 CONNECTORS �/ \.� BEA F TO INCREASE CORROSION RESISTANCE POST GAP MANUFACTURED BY SIMPSON POST GAP MANUFACTURED BY SIMPSON W p-1 w o o A1.L HARDWARE IN CONNECTION � STRONG-TIE CONNECTORS MODEL No. BG52-2/4 � -'w v OP, CONNECTORS MODEL No. BG52-3/6 0 m z�0 w 0 0 W/ ACO LUMBER. I ° MIN. EDGE _ I I AS PER ANUFACTUURES SPECIINSTALLED CATIONS OR APPROVED EQUIVALENT INSTALLED <*0 o 16 H o v° WALL STUDS a Ib" O.G. DIFFERENCE II AS PER MANUFACTURES SPECIFICATIONS j w°-_ Wo DOUBLE F.J. UNDER COLUMN o~ ° W,<cz _ rj x4 ACO COLUMN o o a } • NF- �4° KW� COLUMN BASE MANUFACTURED BY SIMPSON STRONG-TIE w m z 0 F'L m SPECIFIODEL CATIONS OR APPROVED EQUIVALENT159066-5052 INSTALLEDR MANUFACTURERS U I D%3 r 6 o Z 30yQ o ff, 4• II i,A QZ= JUW�UIN V u u a LI r ' 12",P P.CONG. SONOTUBE *3 2 F O Q[O � O 5/8 (Dxl2 STEEL ANCHOR 1 ®36 BELOW GRADE MIN. w z F-o`LI V BOLTS AT 5'-0" O.G. MAX. Q Q W o BOTTOM PLA MIN EMBEDMENT OF 7" RIM 11015 ZwWpz�op o� QU W�Fu IULI zl�U7 SEE PLAN---/ 4. I Q�LLao"�� ozWo uKV w WW' " ��$FOWI3'DWF �I USE SIMPSON Z-MAX OR HDCV CONNECTORS fo `�°°Q; II w�W0, SUB FLOOR NOTE: LLLSTRAPPIN6 TO BE ° TO INCREASE CORRO51ON RES15TANOE — J °�, FLOOR JOIST INSTALLED AS PER MANUFACTURES a FOR ALL HARDWARE IN CONNECTION - W-Q W SPECIFICATIONS AND NYS CODE w Q W Q z Z W x W/ AGQ LUMBER. v x Z l 3 r I o SILL PLA a COLUMN STZAFF I NO DETAIL TERMITE SHIEL I6 6a. STRAP TIES MANUFACTURED ° FOUNDATION WALL BY 51MPWN STRONG-TIE CONNECTORS ODEL No. 0516 OR APPROVED EQUIVALENT. 4 HOLLJ L OY�I�1 DETAIL 3 SCALE: 3/4" = I'-O" K x K :C :< x STRAP TO HAVE MIN. 12" BEARING ON THE STUD i AND WRAP UNDER SILL PLATE AT FOUNDATION. •3 SCALE: 3/4" = I'-o" -7 � -7 � m 11 "x5"xY2" 5TL. BEARING PLATE MANUFACTURED BY 51MP50N 5TRON6-TIE CONNECTORS MODEL No. PROVIDE ICE PRo rcnON AS PER Rg05-2.77. PROVIDE ICE PROTECTION AS PER RcIO5s-1. W 1-1517 2 OR APPROVED EQUIVALENT 3 NGf�OiZ BOLT DETAIL WHICH CONSISTS OF AT LEAST a LAYERS WHIGN CONSISTS OF -V LEAST e HER,LAYERS OF UNDERLAYMENT CEMENTED T06ETFER OR OF UJDERLAYMENT GENMNTED TOSE11iER OR IU A 5ELP-ADHERING POLYMER MODIFIED BITUMEN A 5ELP-ADHERING POLYMER MODIFIED BITUMEN Z IGAL 516"x:12" HOOKED ANCHOR BOLT 3 SHEET TO EXTEND A FROM EAVES EDGE TO A I� SHEET TO EXTEND A FROM EAVES EDGE TO A 12 SCALE: 5/4" = 1'-0" MIN.OF 24"INSIDE THE EXTERIOR WALL LINE MIN of 24'INSIDE THE EXTERIOR WALL LINE Y - ® 5'-0" O.G. OF THE STRUCTURE 12 OF THE STRUCTURE 2 - W/•7" MIN. EMBEDMENT INTO CONCRETE I/2•GYPSUM eo 1/2•GYPSUM BO - WITHIN b-12" OF EACH END OF PLATE MIRAVI5TA SHAKE ROOFING BY MIRAVISTA SHAKE Roo=INS BY 2 I=0U1��D T I O N STiz �i�I NO DETAIL OWENS AS P R WALNUT FINISH OVENS GASHING WALNUT FINISH W W INSTALL AS PER MANUFACTURE INSTALL A5 PER ECIFIMANWAOT lu Z SPEC IFIGATIONS SPEGIFIGATIONS W I W W �� _ �� W/R-Iq BATT INSULATION W/R-Iq BATT INSULATION \ Z Z Z SCALE: 3/4 I -O 2'R-14 CLOSED CELL FOAM / O'R-14 CLOSED CELL FOAM / X HURRICANE CLIP HURRICANE CLIP WHEN NOT ALIGNED WITH RAFTER, CONNECT KING STUDS TO TOP PLATE, WALL STUDS ® 16" O.G. Sia"GDx PLYWOOD SHEATH[ 5/6"GDx PLYWOOD SHEATHI z Z SEE ROOF STRAPPI 6 D T WRAP 4" GALS. 20 6A. COIL STRAP 2x10 R.R.@I6"O.G. 2x10 R.R 016"O.G. Z -I Z p Z Z VER TOP OF TOP PLATE 6 NAIL W W � _W W VENTED VINYL SOFFIT VENTED VINYL SOFFIT J --1 5 -1 _I ROOF FRAMING I I W W W [a W W O - Ib 6a. COIL STRAPPING MANUFACTURED Ixb FACIA Bo 1xb FACIA BO BY SIMPSON STRONG-TIE CONNECTORS MODEL No. 0516 OR APPROVED EQUIVALENT 4•x5•ALUMNIUM GUTTER W/ 4•x.5'ALUMNIUM GUTTER W/ (L Z OL Il 0. (L Z 5'x2"LEADER 5"x2"LEADS \ DETAIL I/A-5 FOR ` dJ r r r BOTTOM PLA DETAIL IL FOR RI E RIM JOIST STRAP DETAIL STRAP DETAIL G PPL R-Iq BATT INSULATION N \ M \_ 0 ):EER-Ia BATT INSULATION \ \ N N \ N - z STUDS 2xb STUDS a 16"O.G. 2x6 STUDS a 16.O.G. 0 0 0 0 0 (V DOUBLE TOP PLATE 5/D"GDx PLYWOOD 5HEATHI 5/6"GDx PLYWOOD 5HEATHi 51DINS TO BE era Fr SIDING TO BE SELEG # 1/2'POLYSTYRENE RISID INSULATION 1/2'POLYSTYRENE RISID INSULATION EADER I ROOF DETAIL I I ROOF DETAIL SUB FLOOR •3 SCALE: 5/4" = P-O" 3 SCALE: 3/4" = I'-O" ul FLOOR JOIST JACK STUD 2"R-14 CLOSED CELL FOAM FULL LENGTH W/R2x6-15 SAS INSULATION V (� WALL STUDS 5/6'GDx PLYHOOD SHEATH] FRAMED OPENING FOR NEW TM�HOUSE�`P STRAP DETAIL DETAIL 2/A-5 FOR LU WINDOW OR EXTERIOR DOOR Ib 6a. COIL STRAPPING MANUFACTURED I/2"POLY5TYRENE RISID INSULATION STRAP ANCHORS MANUFACTURED BY _ O BY SIMPSON STRONG-TIE CONNECTORS NOTE: 510INS TO SELECT SIMPSON STRONG-TIE CONNECTORS ` (� MODEL No. 0516 OR APPROVED EOUIVALENTJ 1PLYWOOD SUSFLOOR MODEL No. LSSU26,L55U210 OR APPROVE ALL STRAPPING TO BE silo F.J.• 16"o 54• � i�- INSTALLED AS PER MANUFACTURESEQUIVALENT AT EVERY RAFTER TO RIDGE JU L SPECIFICATIONS AND NYS CODE 2"R-14 CLOSED CELL FOAM INSULA IC CCONNECTION WHEN RAFTERS DO NOT ALIGN WALL STUDS ® Ib" O.G. 24 AW SILL TERMITE SHEILD t SILL INSULAr N HURRICANE ANCHORS MANUFACTURED BY I FLOOD' STS' i�i�i NO DT I L SIMPSON STRONG-TIE CONNECTORS O 6/.'x12'KOOK D ANCHOR Bo r MODEL No. LSTA24 OR APPROVE OF RAFTERS 3 e 5'-O"O�T IIS EQUIVALENT AT EVERY RAFTER TO RIDGE SCALE: 5/4" = 1'-0" I CONNECTION WHEN RAFTERS ALIGN V 1 O j� 10'P.GONG.FOUNDATION HALL W/«5 REBAR•56" O -I r TF I-�— O.G.VERTICAL RIDE nn NOTE: !1- UPLIFT CONNECTION IS REQUIRED MASTIC DAMPRooFI O NO UPLIFT GWNEGTORS AT EACH END OF THE HEADER AND AT MASTI REQUIRED HIS AREA BOTTOM OF HEADER STUDS IN ADDITION 6x6 TO CONNECTORS AT WALL STUDS AND 2x4 KEYWAY 4•KKM.N-AB PROVIDE Z I I AT TOP AND BOTTOM of CRIPPLES. 1�4 T°'00140.SPREAD PTO' I EXPANSION JOINT AT WALL MIN 56'BELOW (� K (V Z II CANT D 04 REBAR MIN. 5'CONC.COVER o0 0 0 0 6 CO. STRAP TIES MANUFAGTJRED f �o a� 8, �� dJ LU BY SIMPSON STRONG-TIE CONNECTORS USE 51MP50N Z-MAX OR HDG CONNECTORS n� nn n nrF O W MODEL No.. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RE515TANCE o r FS STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION •ooMPACr FILL AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ ACO LUMBER. MIL POLY VAPOR BARRIER I Q Q 5 UFL I FT CONNECTOR DETAIL 8 �'OUNDATI ON DETAIL 12 R I DOE STfi AFF I NO DETAIL o .. 3 SCALE: 3/4" = I'-O" 3 SCALE: 5/4" = 1'-0" '3 SCALE: 5/4" = 1'-0" Q v O ct� 4" FRESH AIR VENT 62'-I 13/q." � 4 � THROUGH ROOF ,,;rsD DG�c oYr�ry r:1.L yr. RCy ETECT '. 1. 28'--f 34'-23/8„ I 1 01 20'-23/el" 8'-7" I TCS 'CONINEL .,AII 11'-cl I 1200 Veterans Memorial Highway Suite 120 _(1j_1"X12" AGQ T- (3) 2"X12" AG - (3) 2"X12" AG r I Hauppauge,NY 117fi8 J L — L — J L — fl P(631)650-6666 I2"0 SONO TUBE FILLED I F(631)650-6667 SOLID W/3000ps1 C(516)658-0325 CONCRETE MIN. 36" ..,. _ . BELOW GRADE (TYP) --} - :211 n"To",SHOWER 1 l 24"X24"X12" P. GONG. I I ® FOOTING _ I ,r. NOTE- X 2"X12" ACG LEDGER NEW FURNACE DIRECT VENT MUST I I2 I I GW iv LAG To EX15T WITH I" (P coNFoRM WITH MANUFACTURE'S 1 1 1/2 AND 6 LAG BOLTS I O.G. INSTALLATION INSTRUCTIONS AND SECOND I I I 5TAGGER TECO JOI5T5 TO CLEARANCES FROM UNPROTECTED I I I " I ' �-~ COMBUSTIBLE MATERIALS AS TIE FOUNDATIONS ' LEDGER WITH ZING COATED FLOOR 6 -�i /q" q'-7�4" 6" INDICATED ON THE APPLIANCE W/# REAR m 24" FD 12"m SONO TUBE FILLED OR HOT DIPPED GALVANIZED LABEL AS PER M1306.1 OF THE O.G. TICAL;MINIMUM F 2; '�� 2' 2" ,I �Pll 2° :2 3" �0 SOLID W/3000psi 2015 IRC FILL SOLID (TYPICAL) G•O• I G.O. CONCRETE MIN. 36" 5" 5„ - �3�?�XIO'�Q (3� 2"XIO" AGQ - BELOW GRADE (TYP) — — — Z — — Z — �^"9E+2'�-AGQ 1=_EDGER- — — - — — — — 6"X&" AGQ POST I I m 0 3Qx7Q 411-1 �t ry L BEL 10 1-----, 0 tL PROVIDE FLOOR I z — — — — — — —2_`?Ch9" cLEBGER_ — — _ — _ — DRAIN W/ PREFAB I < I I • 4" CONCRETE SLAB U 24'0X36" DEEP I 41011 w/6x6 1O,(o W W.M. DRYWELL I I — -3=Xc19"-AGQ-LEDCR-6AEr T$E�'cIS� — `— J OVER 6 MIL V.B. ON 4" :D -' I I z l� WITH " (PAND 6" LAG BOLTS I' O.G. 8'-7" e - - NOTE: DOUBLE ALL F.J. COMPACTED GRAVEL UNDER PARALLEL WALL z d I I STAGGER TECO JOISTS TO LEDGER m PARTITIONS ABOVE ON COMPACTED SOIL FIRST WITH ZING COATED OR HOT DIPPEDIL GALVANIZED V IL p I = FLOOR I I a 19'-43/8„ `}' 2„ --4'-:;/1/2, 32'-103/8 - ® ® d' :� �: �� „ ro w o 10" POURED GONG 'fl O X O - 0.0 w d w V o o O O " 2 2 0 ��o �W�a a X ' - H/45" STL. COL. 5 (- : _w w O ttl - - N I6 XIb P. GONG. PILASTER a = O-_ FOUNDATION WALL ® - - = I , _ = W/48"x48"x20" „ " , Ul d W/#5 REBAR 56 O.G. (V -. POURED GONG. FTG. ,� " A.I. ro o wlu O = IL m UNDER PT. LOAD ABOVE W/48 x48 x20 I O O O O d1 12x24 P. GONG. FOOTING - (� `� F — — — OURED GONG. FTG. �` - N- I Q O a a w —W/(2) #4 RE3AR W/2"x4" w d r -1 ( I I- -1 ry I I z z o N x O�O m m W8XI5 TL - W8X15 STL - W8XI5 5TL. N KEYWAY;MIN. 36" BELOW I � " - -�- �- - --f- - - O GRADE. (TYPICAL) Z��?z v 5/4„ x._63 „ L J I I L J '' I IT /4 - „ „ - - 6'J" 13-63 13'-63 „ N HWH w=�<"�,,o o w O O /4 G.O. I HOUSE Q ami= r -1 „ „ f—1 (2) 2 xl0 — — — /`� — J AR o }wI- I -TRAP TO SANIT 1 w y Q u Q W o <0,i - tk�=z ~ N - (3) 2"X12" (3) 2 XI2 I FLUSH COLUMN TO RUN STRAIGHT 'S" ST. PIPE CAL. SYSTEM Q Q o i I UP THROUGH FLOOR TO H/ 24"x24"x12" I I z o N A o a _ B - L _J UNFINISHED POURED GONG. FTG. Q o w; } N I P 5YS" ST. PIPE COL. UNFINISHED SUPPORT BEAM ON FIRST U (TYPICAL) ;� ' I I l o w g w y'o o�o m W/24"x24"xl2" CELLAR FLOOR. WELD GIRDER TO O POURED GONG. FTG. * w U1 O a - `fl I QNoa.o� zz TYPIC SIDE OF COLUMN WEB AND o µ°�o " (TYPICAL) � O OVIDE TOP AND BOTTOM o�>>T w-Q�'q o I 4 CONCRETE 5L '� -1 � O PR ® s/b" TYPE-X SHEETROGK dJ I �_�m Q v���O� K W/bxb 10,(0 WWM Q U- X 4 5TABILIZING ANGLE5OVER b MIL V.B: \ I ' w-"'w Q - WALLS AND CEILING m v o N s w N O COMPACTED GRAN L" O a O u� w/ IN 3'-0" OF BOILER I I m o w E o w~ m OMPAGTED 501 UNFINISHED n 2"XIO" F.J. 0 16" o.G m O I I z N o a Q w o } X 10" POURED GONG o 0,' � O z F+ I O \ CELLAR m ^� Q " FOUNDATION WALL I =�U�0 N i O O z ry I - 24�Q x, . „ I I PLUMB I NO R I SER NASTE w w Q w Q z 12x24 P. GONG. FO TING a�x _4 N) yv - — — — — — — — — — r KEYWAY;MIN.56,E FLOW I '4 SCALE: NTS ���Q�Noo�o° p GRADE. (TYPICAL) 3 I 118'-63 „ 32'-63/8 I � _ - - - - - - - - - - - - - - - - - � j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - to J�J 20'-23/8„ W Ix 0 TI NEW FOUNDATION TO IU 4" CONCRETE SLAB z = m EXI3 IN6 W/ 4 REBAR m 24" 4 v W/bxb 1% W.W.M. O.G.VERTICAL;MINIMUM OF 2; IA v OVER 6 MIL Y.B. ON 4" FILL SOLID (TYPICAL) w Q COMPACTED GRAVEL LU ON COMPACTED 501L 12" GONG. TRENCH FOOTING " N z N LU tu 12'-O" 32'-5�/8 N 0 LU < 0 0 Q W = _ z v z v v FOUNDATION PLAN w _j w 0 w w SCALE: 1/4" = I'-O" v Q u m u v SHOWER SHOWER P5105.1 ROOF EXTENSION 0- z w w w w 0 a l_ a. a z OPEN VENT PIPE5 THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 d) O m INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, N N m ry WHICHEVER 15 GREATER. WHERE A ROOF IS TO BE USED FOR liot I- M ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR GW 13 O Cl 0 0 Q SUNBATHING DECK OR FOR SIMILAR PURPOSES , OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE THE SECOND ROOF. FLOOR 0 tn d- M — Hw Hw Hw Hw Hw P5105.2 FR05T CLOSURE cw aw cw—cw CA cw ON cw cw WHERE THE a7.5 PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS O°F OR LESS, VENT EXTENSIONS THROUGH A S LU ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE I d MADE NOT LE55 THAN I FOOT INSIDE THE THERMAL ENVELOPE LIJ OF THE BUILDING. �- � � TABLE P3201.1 DW 0�- 51ZE OF TRAPS FOR PLUMBING FIXTURES I TRAP SIZE db, FIRST 1-I-! PLUMBING FIXTURE MINIMUM FLOOR �- (INCHES) Hw Hw HW HW BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR 1 1/2 ""—"" `" `"' `"' �"' �+' u+ cw � O WHIRLPOOL ATTACHMENTS) yz $ q) [- O OL BIDET 1 1/4 I I I O v CLOTHES WASHER STANDPIPE 2 TO OL DISHWA5HER (ON SEPARATE TRAP) 1 1/2 MAIN Q -"'r In tu WALL KEY FLOOR DRAIN 2 cw r r� KITCHEN SINK (ONE OR TWO TRAPS, WITH OR I I/2 HWH `" V z — EXIST TO BE REMOVED HARD WIRED SMOKE WITHOUT DISHWASHER AND FOOD WASTE DISPOSER) �- z O DETECTOR W/ BATTERY EXIST TO REMAIN BACK-UP LAUNDRY TUB ONE OR MORE COMPARTMENTS 1 1/2 ® 80 GFM FAN TO EXTERIOR LAVATORY 1 1/4 NEW WOOD FRAME GNST HARD WIRED CARBON MONOXIDE SHOWER (BASED ON THE TOTAL FLOW RATE NEW POURED CONCRETE DETECTOR W/ BATTERY BACK-UP THROUGH SHOWERHEADS AND BODY5PRAY5) LU MIN 12" A.F.F. A5 PER 5EGT. 1225.2 UJ 4"x4" POST UNLESS OTHERWI5E NYS GORE FLOW ' 0 r O ® NOTED 5.7 GPM AND LESS 11/2 1 z SIE DENOTES EGRESS WINDOW MORE THAN 5.7 GPM UP TO 12.5 GPM 2 z MORE THAN 12.5 GPM UP TO 25.8 GPM 5 Q I ® HOLD DOWN A5 NOTED Q O z MORE THAN 25.8 GPM UP TO 55.6 GPM 4 2 PLUMB I NO RI SER SUPPLY # L 4 SCALE: NTS p p C)E)U 4 C0NN't .l. r�R C N i T C C • :. .... TODD O'CONNELL,AIA 1200 Veterans Memorial Highway 4 Suite 120 Hauppauge,NY 11788 P(631)650-6666 _ F(631)650-6667 Q� (V C(516)658-0325 (5) 2"X12" Ar-,G FLUS ® ® (5) 2"X12" A00 FLUSH II 6X6" ACG P05T II 6"Xb' ACG POST W/ COL. ENCL05URE W/ COL. NCL05URE �� I DRYER SECOND PROVIDE - FLOOR rn RAIL TO CODE _ _ J IL 20-2 - NIlk 8-7 J _ WOOD = _ ti.. a _ I DECK a x "_� PROVIDE PROVIDE O IDE � I I HOLD DOWNRAI � m GODS 10'-53/4" (5) 2"X12" ACO F1^1510611 FWGB bII FWG bII STOVE N _ " �E �E 0 0 EE 'I b"X6" ACO POST W/ z 5 " 12" APB _ 5 XI2 APB 5 XI2 APB FIRST zy COL. ENCLOSURE `fl H 2 XIO ACO F.J. ® Ib O.G. RIPPED 4:12 p p z O FLOOR `n W/ 2"X4" ACO SLEEPERS RIPPED 4:12 1q." —14'-45/4"-14•_3/2•• 33'-23/8.. z () FWGI 06I I 01^M25 T.G. HOLD IDOWN v d0 Z (5) 1 j"XII J" LVL W/ (2) j"XII" STL. FP. FLU H PATCH FLOOR O (2) 2"X10" d INFILL AS REQ'D O ISI'-23/8.. 1 -71 -E Q o PR \/IDE PROVIDE , 0 o z y w PACK WALL PACK WALLn LIVING TOA CROPANE Q 13 y o v w HOG DOWN RAIL TO - - a w 0 0 0 OUT AS REQ'D OUT AS REQ'D CODE NOTE: DOUBLE ALL F.J. ROOM p Two-! 4'- I PARTUNDET O N5 ABOVE cv LL,,-3 =o 0 d~ wo-= �H HWH N } ca- U = = fflo zE� EE �E QzN}� (�2X8 STUDS ® Ib O.G. FURNACE u~-o z m~ W o 411X411 WIOXICI o?==�zwmm Q P05T STL. COL. W16X-M STL. FLUSH TOP OF BEAM - * Q F o Lu° -v- LU p O TO HIDE 5TLL BEAM A5 O. MOAN 2'-10" - - - - - - - - - Q w Q a z Q~ x FREQUIRED _ ® PT LOAD �r Lei D WIOXI9 d v w o � ® � 0 w=z-QwOQ= _ GL. - FROM VE FROM ABOVE w p z o m A"X4" "' 7 (2) 2"X10" FLUSH = d PATCH INFILL A5 REQ'D STL. COL. N z >p w~a N n �w KUNON�Uw Qm�dOPVzz o ii PLAYROOM ®® BATH • v QUZ N a I CAS RISER � N=w�PIP COL. � II -11' 5 ® �Ejow�~C1mvQx� NLL0.r= W-Nw WIOX45 STL. FLUSH _ _ I I� �_ 1= I o - SCALE: NTS z N N Q m o o � � 8 3 o STL. v I� �n 1L ® INC J °N o ILI PIPE COL. O - U Q d I� # oROOM , �Ww3W�� Q� 0 ��Qa�Noo� ov p r IN X X ==tuiva =�� - u- x I►n r iv I NKITCHEN I x ® _ 1L 01, J I IX a O p N r 0 O I� 5 "� 5 L. F VI E r x X x - HOLD DO N a PT. LOAD cV a x- I PIPE L. PT. LOAD m PROVIDE I iv (2) 2"XIO° T' FROM ABOVE HOLD DOWN m I FROM ABOVE LINE O AHANDRAIL BEHIND =1 I2X6t _ 30'-03/8 ST W � 5L. TO. 5L. T6. � T _ _ _ _ _ (2) I "XII " LVL N N (2) "XIO" b) :2"XIOP-9—O O 2) 2"X10" T 2 2"XIO.. - - - - - - — - - - - - - - - - - Z 304 -5 = 2 28 b-2 5/4 X 4 TOP PLATE ISI n ISI TTTF FF ISI n ISI FTI = V PROVIDE 10' �4 10'_V4 - c� 4_3�2 4E_3y2 5. 3"- 24 2 6-8 2 2 b._8.. 2 5 q'-33/8 4 6'-4" PROVIDE 2 X 4 RAIL O 11 I I ( � N11 �11 II / 4HOLD DOWN 20'-23/8" -1 - 8'-�" = 34-23/8 HOLD DOWN 2 X 2 BALUSTERS a 5" O.G. l l l l I I I I I I I I I I III IV'1�j z m 4X4 ACO POST N i6 ij W W W (1 BLUESTONE _ W/ COL. ENCL05URE _ NOTE: BLOCK SOLID �p d 2 X 4 RAIL E-ii I I I I I I �`I � /I L III I ry IV IU FINISH _�_ BETWEEN JOISTS UNDER PAR6E TOP OF WALL 11 1L LL I�I1 l 11 1L LI111B1A i tt q" 10'_6" _ = r FRONT SECOND FLOOR Z X Z Z WALL ABOVE AND PITCH TO DRAIN — — — — — — — — -MIN-2" DOVER O 3 W T- T- 12'-0" ®In � 32'-5�/8" FINISHED GRADE ,� — — — — — — — — / z J Z Q Z Z 62'-113/4 / W W W W - - F I RST FLOOR PLAN a W z a. a s � z SCALE: 1/4" = 1'-O" // � !E dJ r r r 2, /j N N N N Q < / O O O O O O p 4" POURED GONG SLAB /. W/6X6 10/10 WWM Q� 5" CMU FOUNDATION WALL FILLED SOLID #4 RE-BAR a 24" O.G. — � P.G. FOOTIN I l_) (2) #4 BARS GONTIN AT FT 24"0 X 56" DEEP LJ PREFAB DRYWELL X — LOOSE GRAVEL FILL O 2 OELLAR ENTRY DETAIL 'S SCALE: 5/4" = I'-O" ^ Z �/ � U� JU WALL KEY EX15T TO BE REMOVED HARD WIRED SMOKE OO DETECTOR W/ BATTERY EX15T TO REMAIN BACK-UP Q ® 80 GFM FAN TO EXTERIOR NEW WOOD FRAME GNST HARD WIRED CARBON MONOXIDE Q NEW POURED CONCRETE © DETECTOR W/ BATTERY BACK-UP cA W MIN 12" A.F.F. A5 PER SECT. 1225.2 O ® NOTED 05T UNLE55 OTHERWISE NY5 GORE 1_ SIE DENOTES EORE55 WINDOW %9 — Z B HOLD DOWN AS NOTED o- O .. Z lu O Q v -7 0 to Q 62'-113/ R 7. . a" 4 28'-q3/834'-23/ " n R C I T E C C.Ilkf TODD O'CONNELL,AIA PROVIDE PROVIDE 1200 Veterans Memorial Highway Suite 120 RAIL TO CODE RAIL TO GODS Hauppauge,NY 11,788 P(631)650-6666 F(631)650-6667 C(516)658-0325 NOTE: FRAME FLOOR UNDER SHOWERS WITH DOUBLE L\/L'S, i BOX OUT AROUND SHONERS, I PROVIDE PROVIDE v WATERPROOF WATERPROOF "✓*'��' AND DROP SHOWER FLOOR 3MEMBRANE MEMBRANE � . J 14'-43/4 4'-3y2„ b_10/4 6._1.. 6_-7y4 6._1.. 8_6.. • �P ;;fit..' PROVIDE PROVIDEIF HOLD DOWN HOLD DOWN FWG6 68 *G 14 ;*0.LXI FWG 068 lo 20'-.2 _ (2) 2"X10" 2 2' 10" ( "X10" (2) 2"X10" N �y O Y z z `te. I -?,V4" 10'-41V4" nr- x �y FWGI 068 *CA24 T.G. N m 5�"Xllj" APB (2) 2" "x10 " * z # OVIDE v v v � � HOLD DOWN O O O Iii'-23/8 8'-'1" �p .fl .fl �p :fl p N o BEDROOM o BEDROOM cV o BEDROOM v Z V U V POST N N = tu z ILFT. LOAD" o 0 z MASTER e 4�X611 FROM ABOVE 4"X611 4"X4 m 0 0 0 BEDROOM � - N p — °o U 4 � POST POST POS a LL w v z w 0 N POST- 2"XIO" H (3) I "XQ " LVL FLUSH (3) I "XQ " LVL FLUSH 2) 2"X10" W/ $�"Xa" STL. F . FLUSH m (< w N x _ _ - - - - - - - - N zZ�� LU z ° N t o a - . LOADw X ROVIDE p *�- - POST - ,a j N _ } m °_F=F _=)o V N (V z= O �4 Xb Gam„ ROM ABOVE N oz �'��W�=o O cV RAIL TO ® ® b !%4 3-q 3 Q 6 I/4 J N N w°F �,[ � 3� NQOw� W v BEARING CODE v JL x WALL FQ�FQ��°m�o v0 acv 2) 2°x1o° l2 2° ° o �o I ATTIC FL H ' U O �� Opp PULL DOWN _ tl m tt �wN°W�"o�q�om (2) 2"x10" .� -l01. \ Ln ® m o LL — ^ 2 xb$ O N `X O ,qX ? :U J :fl Q��wOu�Wz�w�p N N V ® O s)FOL w6vxPQ3Qpa x - O ? uRV3 ww<IK�� ®o x U XIS V - i ii0>uo° U- W� -7 �I N - NILW=F W NW Q V O X p N N X • 0 O m �'OpmN`'o° fQ - 3/8cv n r 4X4 BATH x X4 = LU POT iv ( ) "Xa " LVL 2 2"X10" ' RY ® t^�V BATH 1 G � =w�w3w=� dJ �'��o�z�N� (2 1 j"Xa 4" L L (2) 1 J"Xa 4„ L� Q AFLTDON?N 2Qxb$ 0 ! 2 :211"1 " 2 2"X10" 3) I "X9 " LVL F U5 (2) 2"X10" 3'-10" N HOLD SE 145 *34 T.G. Li *30 6-2 T.G. - 28 6-2 m PROVIDE PROVIDE 6 PROVIDE WINDOW -� PROVIDE 2"x10" R.R. 2"x10" R.R. BOX • Ib" O.G. • Ib O.G. HOLD DOWN HOLD DOWN - HOLD DOWN Q i 2"xb G.T. W } PROVIDE O.G. z flKy HOLD DOWN 2 x 4-3/2 4-3y2 4'-5 /8 3 10-2 6-I I"��—V-4' V-4" v V 21'-63/8.. W Q 62'-113/q" x W W W W _ dJ z � w N Z < z Z SEc�OND FLOOR PLAN " d X _ W Q SCALE: 1/4" = 1'-0" z V l9 V V z W I�JL W W W v p v m v v w w w w w w 0 � o0 r `to 412 HT. WALL m d s p O p 0 0 0 N LINE OF b& HT. LINE OF b& HT. m N 7v I_ 40 HT. WALL LINE OF SQ HT. LINE OF 8Q HT. "X4" 8_ 4"X4.. PROVIDE ACCESS OST POST 4"X4" TO ADJACENT ATTIC LINE OF ba HT. 411X4" 411X4" P05T O • �- �P05T c LH POST X L I NE OF 8Q UNF I N I SHED PT. LOAD cv „LZ v UNFINISHED O z Q ATTIC FROM ABOVE N ATTIC LINE OF 8Q HT. X 0 w IL SNI N Z LU $ HTLINE OF 8Q HT. O LINE . "X4' OF b f n 05T LINE OTS HT� LU L Z 4Q HT. WALL � �- LL 42 HT. WALL `n +�- m LU O OL NOTE: PROVIDE ACCESS = �— O ITO ADJACENT ATTICS (2) 2"XIO" r_ � �D i� �MLH AL E V L OT02 O r v L E � (2) :211>001" (2) 2"X I O" 0,t Xt _z GI O GI 20 3 " PLYWOOD GUSSETS 4 is OLW oil13 1 zz v/ ATTIC FLAN z 43'-13/8 < O 4 z LU SCALE. I/4" = I' O" 0 d v Far. ..�^ • •• �wP� d d } C}JU i 3'4Cr0NNk.LIC c ., € Tet - . e. 1200 Veterans Memorial Highway Suite 120 I Hauppauge,NY 11788 { p(631)650-6666 i F(631)650-6667 I C(516)658-0325 .. . F E 3 3 . 3 i !n m r o � O z O X O n ® X "X4' "X4' "X4' "X4" 05 OS OS 05T� °wa O�u000 4"X I J'XI4" LVL RID E 1 J"44-- L L IDG 1 'X14" LVL RID / E p mz� POT (2) j"XI " L L RI OE (2) I I " 1_.V RI GE �w " �� ' wFFz NSF Q X4 X4zaOz��omN w OS OST Q � J�w-1 z �LU v Twp z�Fpw v H O w= Qmoowo w v V V $I QiFUQmi `� S 0 Ow=ZwQwp Qu`�w��apZ�� �wwz O9q=w 0 p � N �Fm � — (V x A IL=N N C, iz V 0 Q NIL _ z w - ---- -- �:I FADE LL Ey, I-w- WtXdQQ , _ U�w �pHmuQ LU -7 O Q m pz lX1 PLYWOOD all,, T. - z�'iN umi o �' 13 161, Z 2"xI0" .R m 16, O.G. 2"x10" R.R o I6" O.G. _ 'ooz— � -,�..i.," R 2"xlO" R.R. "xl0" R.R. "xl0" R.R. _=Ua z s S a$it O nr.' i Iv I'." C.G. 16" C.G. I—HQQ� 1)13 Ov X X X O [Q� d� } C� z Ir v = pI � ROOF PLAN`� _ T.O. ROOF � 4 IY ELEV. +34'-3" w dJ N z w SCALE: 1/4" = 1'-0" , w Q w w -.. . � z X z z � w < � . . z - - Z w � w w J OVER 15 BUILDING PELT ASPHALT SHINOLES TO BE SELECTED \ W � � � � W O ......... .. i f \ 12 .. . ..... ..... .. ....... ... . / \ z f \� �12' N - - iU1JI GIR30 f � �- - f \ \° PLASHING 02 f \ O O O O O ..... I ! 3 R x4 \ _ . 6Ul'TE BE - XUMNIUM LEADER O # SELECTED BY OWNER T.O. 5ECOND FLOOR PLATE ELEV. +20'-6" LU IL-IL d .. .... I.. v F — I4 . I... .�� 51DINO TO SELECT 1__1 W LU- - � � '�• — s y � / \ ... _.._ - - - - - - - - "- -.—.._.- - - - - - _ .. ._..................... . I VI l 77 SECOND LU _ . __... ELEV. +12'-&"R . .. ...... ......... .. . .... T.O_FIRST FLOOR PLATE J�- _ . ELEV 1�— I 1a 1 rd ® ® r4 ® ® ® ® I La FLOOR.. ......... HLJ X ELEV. 2'-8" P I RST I D � GRADE u�i r O M ELEV. +0'-0" z SOUTH ELEVATION �O z d u.i z � SCALE: 1/4" = 1'-0" 0v 0.i[),•O'C0hNE L 4( C •: 4 T E C T: P. ` J T.O. ROOF . AIA ELEV. +54-5 — — — — — — - � ��— — — — — — — — — — _ T.OROOF TODD+l�`�C�I1C�L, 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 � P{631}650-6666 F(631)650-6667 f \ / 12 C{516}658-0325 f \�12 ASPHALT SHINGLES TO BE SELECTED / 12 q f OVER 15# BUILDING FELT _ _.. . �f+4 �" /*✓`� x $d�3; jgp f FLASHING ASPHALT SHINGLES TO BE SELECTED f Q �\ f f \.\ OVER 15# BUILDING FELT FLASHING / ........... ... .. . _. 4x3 ALUMNIUM GUTTER W/ 3x4 - 4x3 ALUMNIUM GUTTER W/ 3x4 f - ALUMNIUM LEADER TO BE f \ ALUMNIUM LEADER TO BE \ I SELECTED BY OWNER / _ .. ...... . .... . .. ... .. ._. . _.... .... .-... _. . . / \ SELECTED BY OWNER R_ T.O. SECOND FLOOR PLATE f — — - - — T.O. SECOND FLOOR PLATE ELEV. +20'-b" +20'-6" `,''�._ ` ,�,.••;�` ' _..- ... .... _ ELEV. 20-b - SIDING TO SELECT .............. ... .. ... .. ! 4 SIDING TO SELECTILI N _...... . �< di O ............. .... . ... .......................... MI SECOND FLOOR _ _ / .............. __ .. ._. SECOND FLOOR Z ELEV. +12'-6" ELE T.O. FIRST FLOOR PLATE _. ...................... O Z T.O. FIRST FLOOR PLATE ELEV. +11'-8.. _ — ELEV. +II'-8.. ..... _ _. _ .. ..- - .._. .._.. . .. - - - .. .. ...... .. ..... .... ......., ..........,,.,. .. ..., . ............ .... .......... .. .. ...........,....,.................................................................. ......... .. ....... .......,..,...................,.................. .. .. ....... .. .. .. .... .....,,. ... .. .....„,..... .. .. .... ... .. ..... ... .. WRI, Q'v � O ....... ...... ... .............................„ O mu �o JJ Z ILI u W Z Iu�(3 Z W Q- v zw n tu 00 o . 2F QNFN QIAH� FIRST FLOOR — — RST FLOO " ~ ~o° 8ELEV. +2'-b" ELEV. +2 Q � GRADE GRADE QN�D o� zzw�O' ELEV. +O'-O" ELEV. +O'-O° u_ wQ O-DIY wav�wF�uQ = _J 0.0>Wx0 0. aF `aFw�w rowF=W F.AST ELEVATION NEST ELEVATION 13 =5wz�=Nxo Za SCALE: I/4" = I'-O° SCALE 1/4" _ 1'-0" �u u ~o N z *� � ==� =F $�Q' o QQ�moQ�ou p :17 � XjIg N w T.O. ROOF ELEV. +34'-3" _ 3: ............... .. ... . ............ +cr < _. — — � W X W W .... . ..... � z X z z ............ ..... . .... T- w � i z LU 1��1 w Q w w V V ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT Q Z LU tu tu Q I 4x3 ALUMNIUM GUTTER W/ 3x4 r tW1...1 ALUMNIUM LEADER TO BE O m F- SELEGTED BY OWNER \ 0 m \ Q O O T.O. SECOND FLOOR PLATE ELEV. SIDING TO SELECT IL I .. . . LU FLASHING I I ... ...... ............+ Liu- 1� - ki I I A 11 U I t l V LU 7 LU Q w SECOND FLOOR _ D ELEV. +12'-6" �Q O T.O. FIRST FLOOR PLATE V ELEV. +11'-8" UA IIA Z ............ ...... .. _ LUIJ --iL L - L o O � v� O r i1✓- F I RST FLOOR n�n v I� z ELEV. +2'-6 11_ X GRADE ELEV. +0'-O NORTH ELEVATIONlu f z SCALE: I/4" = I'-O" N z o .. zlu ■ o Q 0 RIDGE VENT ,... ., Ij"X14" LVL RIDGE RIDGE VENT 1 XI4LVL RIDGE 2"X8" G.J. ® I6" O.G. ASPHALT SHINGLES TO BE SELECTED �12 �" " .'. 2"X10" R.R. ® Ib" O.G. OVER 15# BUILDING FELT 2"XV, G.J. ® 16" O.G. ' 2 XIO R.R. ® 16 O.G. 101)D O'CONNE1.1. ASPHALT SHINGLES TO BE SELECTED r e c , T E. c r n. OVER 15# BUILDING FELT (5) 1 J"Xa 4" LVL ry, �yNg 12 TODD LJ O' V Lg AIA 2"X10" F.J. ® Ib" O.G. 12 r.-�✓�,..v 1200 Veterans Memorial Highway 2" R-14 CLOSED CELL FOAM Suite 120 ATTIC, W/ 2" R-14 CLOSED CELL FOAM Haig ATTIC W/ R-141BATT INSU ATION Hauppauge,NY 11788 R-IQ BATT INSU TION 0 P(631)650-6666 �0 dJ 2"X10" F.J. ® I6" O.G. F(631)650-6667 C(516)658-0325 .,.IM _... . ; ,"�" . �: • ®fit,! w NI4x5 ALUMNIUM GUTTER W/ 5x4 ALUMNIUM LEADER TO BE 4x5 ALUMNIUM GUTTER W/ 5x4 SELECTED BY OWNER ALUMNIUM LEADER TO BE [SELECTED BY OWNER (5) I J"X9 4" LVL (2) 2"X10" W/ J"Xcl" STL. FP. 1/2" POLYSTYRENE RIGID INSULATION .. POLY_ ST`yREy�IE,RIGID INSULATION 2" R-14 CLO CELL AM W/ R-13 BA INSULATION 2" -14 CLOSED CELL OAM 1113 BATT ( 5 LATION '" GL. BEDROOM 2X6 5 5 ® O.G. BATH BEDROOM /' �•: ,,1 2 X6 5 ® I6 O.G. j —5/8" GDX PLYWOOD SHEATHING 5/8" GDX PLYWOOD SHEATHING �1 ` ` �---SIDING TO SELECT ' SIDING TO SELECT ASPHALT SHINGLES TO BE SELECTED 1 (5) I Xa 4" LVL OVER 15# BUILDING FELT DECKING TO SELECT 2 XIO R.R. ® Ib O.G. s< 2"X10" F.J. ® 161, O.G. =� 2"X6" AGO RIPPED 4:12 2"X10" .J. ® I6" O.G. BLOCK MID-5PAN5 WATERPROOF MEMBRANE BLOCKING 2"XIO" F.J. ® 16" O.G. BLOCK MID-5PAN5 ,n / SLOG MID-5PAN5 " POLY INSULATION / 1t1 " GDX PLYWOOD n 1 J"X14" LVL F.J. ® 12" O.G. RIPPED : _ . ..... ...... r WIbX"i 1 STL. _.... HURRICANE CLIP BLOCK MID-SPANS WIWM 5TL. N (5) 2 XI2 AGQ ��I/2" POLYSTYRENE RIGID INSULATION N O 1 54"X14" LVL LEDGER2 R-14 GL ELL FOA Z # W/ TECO '1/2" POLY5TYRENIRIGID INSULATION W/ R-13 PATT INSULATION v DINING 1L VINE 2" R-14 GL SED CELL FOAM KITCHEN VINE 2"X6" STUDS ® Ib" O.G. -� ROOM ROOM W/ R�,13 ATT INSULATION OOM 5/8" GDX PLYWOOD SHEATHING O 2X6 STUDS O. DECKING TO SELECT �- SIDING TO SELECT DECKING TO SELECT -5/6" GDX PLYWOOD SHEATHING 211XI2" AGQ F.J. ® Ib" O.G. 2"X12" AGQ F.J. ® 16" O.G. Q Z �---SIDING TO SELECT 2"X12" ACO LEDGER HURRICANE CLIP „ „ 2"XI2" AGQ LEDGER HURRICANE CLIP w Q<y pLU Nw �LU 0 X00 LU ..... _— dwFtu %J U=�w �0JVIA � ~O° W8X15 STL. WSXI5 STL. z z v o M (5) 2"X12" ACO �l 3 'au~�°zoo W 2"X10" F.J. ® I W. O.G. o?x (5) 2 XI2 ACG CELLAR CELLAR f v z v z W V 2" -14 CLOSED GEL FOAM INSULATIO I2"m SONO TUBE FILLED -14 CLOSED CELL FOAM INSULATIo '� 12"� SONO TUBE FILLED v$ $r Q �°ow�V � Q O 10" POURED GONCI SOLID W/ MIN. 56"psI O 10" POURED CO G LID W/3000ps1 fo ,w z F p w v F- BELOW GRADE (TYP) tr BE OWN 6RADE (TYP) 9 CRETE MIN. 56" < O FOUNDATION WALL CONCRETE MIN. 36 FOUNDATION WALL Q w ~ w 0—QOM W/#5 REBAR 56 O.G. W/#5 REBAR 56 O.G. Q m A O Z } 2.000 o24"X24"XI2" P. GONG. 24"X24"XI2" P. GONG. 54" CONCRETE SLAB FOOTING 4" CONCRETE SLAB QFOOTING K ° OVER 60MIIL VB. ON 4" OVER 60MIIL VB. ON 4" Q N o tu o�a__o_z°o COMPACTED&RAVEL 12x24 P. GONG. FOOTING COMPACT!=D &RAVEL 12x24 P. GONG. FOOTING w`�w w T~ V 3 x _ ON COMPACTED 501E W/(2) #4 REBAR W/2"x4" ON COMPACTED SOIL W/(2) #4 REBAR W/2"x4" �O���o�� F Q KEYWAY;MIN. 56" BELOW KEYWAY;MIN. 36" BELOW m V w v N w &RADE. (TYPICAL) GRADE. (TYPICAL) z�%3oa�N�,�,�oo M SECTION A—A SECTIOil 5-5kn w Q")a zs°�z�WA til to W Q SCALE: 1/4" = P-O" SCALE: 1/4"' = 1'-0" Q Q N o o o v p RIDGE VENT Ul \ (2) ij,X16" LVL RIDGE W Z \\ 12 FLASHING �r �12 ASPHALT 5HINGLES TO BE SELECTEDW < OVER 15# BUILDING FEL ij W . W W \ 2 R-14 CLOSED CELL FOAM ry Q < D Iv R-la BATT INSULATION 211X8" R.R. ® 16" O.G. z V Q V U UNFIN15HED ATTIC 2"X10" G.J. ® Ib" O.G. Z Z (a Z Z W w w w w w w w w 0 z D_ a w (L z POLYSTYRENE RIGID INSULATION cA f r r 1U (2) 2"X10" 2" R-14 CLOSEDLL FOAM N O m F- W_Rr,J BATT INSULATI N �m Q :2"X&" 5 S 0I6" O.G. Q O p 0 0 p MASTER 5/8" GDX PLYWOOD SHEATHING BEDROOM O SIDING TO SELECT 2"X10" F.J. ® I6" O.G. m - w DECKING TO SELECT IY 2"X6" AGQ RIPPED :12 4x5 ALUMNIUM GUTTER W/ 5x4 WATERPROOF MEMBRANE ALUMNIUM LEADER TO BELU SELECTED BY OWNER k GDX PLYW00D 211X10" LLI AGQ F.J. 0 16" O.C. �- RIPPED 4:12 ZI TECO I/2" POLYSTYRENE RIGID INSU ATION WIOX45 STL. (5) 2"X12" ACG - 2" R-14 CLOSED CELL FOAM FIR GLC. DOWNLH W/ R-15 BATT INSULATION 211Xb" STUDS ® Ib" O.G. PLAYROOM 2" R-14 OL05ED CELL FOAM Q 5/8" GDX PLYWOOD SHEATHI o R-13 ATT INSULATION SIDING TO SELECT 2"X10" F.J. ® I6" O.G. V , U J +E- dJ � , I ' 2" R-14 CLOSED CELL FOAM INSULATION HURRICANE R CANE G P 2"Xe>" AGO F.J. ® 16" O.G. 2"X10" ACG LEDGER (5) 2"X12" L--1 O '. W/ TECO O iL 11 , (5) 2"X10" A00 1-x-1 b"X6" ACO POST—'--' OST CELLAR 12"0 SONO TUBE FILLED v SOLID W/3000 sl - Z pp CONCRETE MIN. 36" O, IO FOUNDATIONP � WALL BELOW GRADE (TYP) w W/#5 REBAR 56" O.G. p 4" CONCRETE SLAB p W/6x6 10/(0 W.W.M. dJ W " OVER 6 MIL VB. ON 4" Q M COMPACTED GRAVEL oil r Q ON COMPACTED SOIL 12x24 P. GONG. FOOTING z W/(2) #4 REBAR W/2"x4" `A z KEYWAY;MIN. 56" BELOW S�G�"1011 G—G GRADE. (TYPIGAQ OL O z ai � SCALE: 1/4" = P-O" O Q v 0 tt� p GENERAL CONDITIONS a UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF 4HINOLES 2015 IEGG -AIR LEAKAGE: CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS ,fZ SECTION R�i05.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM DESIGN DEAD LOADS* AS PER ASCE 7-05 SITE 17R�IN�CE G1�GULrhTlOhlS Y� CONSTRUCTION, AIA DOCUMENT-201 TO BE A5 INDICATED ON DRAWINGS. OF THE INTERNA TONAL RESIDENTIAL OTHER SUCH OPENINGS IN THE } 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOP D ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE COMPONENT LOAD 'F5 SHALL OBTAIN GERTIFIGATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-OA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (psf) (DW-U ROOF AREA I: RUNOFF FACTOR=1.0 OCCUPANCY. SUBSTITUTIONS SHOUL " FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES bR APPROVED SEALED. G E I L I N G S 4181 sa.FT. x 2 D =12 163.5 GU FT N6150 Y � �oau a'caNNc�� NOT BE MADE WITHOUT NRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES; SHALL BE APPLIED -RECE55ED LIGHTS MUST BE TYPE IG 4�i c " ' T c T P. C. AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO GYPSUM BOARD (1/2-ind 1.0 USE 8'm x 4' DEEP DRAIN RING = 16q CUPT. Z3 / s THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-W TGH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC GYPSUM BOARD (5/5-in.) 1.0 �3= 0�� I SLAND TODD t?`CQE` 1" EI.I.,AIA (DW-2) ROOF AREA 2: RUNOFF FACTOR=1.0 �. REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED IN51DE AN SUSPENDED STEEL CHANNEL SYSTEM 2.0 650 SQ.FT. x 2" �f AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2015 VALLEYS AND FisASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY =108.3 GU FT Y �' SOU I�D 1200Veterans Memorial Highway COVERINGS, ROOF, AND WALL 12 ` CONTRACTOR SHALL REMOVE ALL IEGG. FIREBOX TO BE COMPLETELY CONTRACTOR Td; PROVIDE ALL WITH 0.5" CLEARANCE FROM 1,Yk' Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, USE 8 x 4 DEEP DRAIN RING = Ibq GU.FT. �� ASPHALT SHINGLES 2.0 � Hauppauge;,NY 31788 LINED WITH FIREBRICK.REBRI GK. PROVIDE MIN: FLASHING NEGES�ARY FOR GOMBU5T1 BLE MATERIALS AND 3 � ETC., GLEAN GLASS AND LEAVE WORK 5" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION GYPSUM SHEATHING, 1/2-in. 2.0 (pW-3) ROOF AREA 3: RUNOFF FACTOR=1.0 P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING.' ROOFING 15 TO 6E APPLIED IN STRICT PLYWOOD ( 1.6 613 S0,FT. X 2" = 022 GU FT �, F(631)650'5667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WI-H THE VAPOR RETARDER: Per 1/2-in.) 12 1 °` `� CARRY WORKMAN'S COMPENSATION ' RIGID INSULATION, 1/2-in. 0.75 O �• C(516)658-0325 CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER USE 8 m x 4 DEEP DRAIN RING = 1641 CUPT. _83 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SF(ALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 ` ALL SHALL COMPLY WITf f STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE✓ SHINGLES FOR CEILINGS, WALLS, AND FLOORS. NOTES: O --'t"1H►^LM. LOCAL CODES AND ORDINANCES. THE BITUMINOUS, SMOOTH SURFACE I. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' INSTALL TWO LAYERS OF TOWELED ON OWNER 5 APPRO`V'AL, PRIOR TO 1.5 � CONTRACTOR SHOULD FULLY WATERPROOFING MEMBRANE % FLOOD ZONE GUARANTEE HIS WORK AND THE WORK FIBEROLA55 MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: ABOVE AVERAGE GROUND WATER ELEVATION. S.S.G. 153 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE FLOORS AND F L o o R F I N 1 5 H E 5 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' PROVIDE A Io FT. ` ve I6 OF HIS SUBCONTRACTORS FORA CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE PENETRATION INTO RATEABLE MATERIAL. NON-TURF BUFFER ALONG10,6-55, PERIOD OF ONE YEAR AFTER G� r FOUNDATION AND EXTEND TO LAP ALL EXTERIOR HALLS AND ROOFS MANUFACTURER'S INSTALLATION CERAMIC OR QUARRY TILE (3/4-in.) 3. DRYWELLS MUST HAVE A MINIMUM OF 3' OF ExlsTlt�SEAWALL ��' ``• "''r 16.0 COMPLETION OF THE PROJECT UNLESS + ON 1/2-in. MORTAR BED PERMIABLE MATERIAL AROUND THE STRUCTURE. GONG EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. Rl=� OTHERWISE SPECIFIED. ALL WORK FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING, 7r1-in. 4.0 SHALL BE PERFORMED IN BY JOHN MANVI L E OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE 1 LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, 1 -MANUFACTURER MANUALS FOR ALL 5UBFLOORING, 3/4-in. 3.0 TH15 PROJECT COMPLIES WITH THE 2015 ` �� OOD 20 SOUL st. G WARM SIDE. PROVIDE 11/2 R GID INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION 8502.13 OF THE FOAM INSULATIOf� ON ALL EXTERIOR INSTALLED HEATING AND COOLING FLOORS, WOOD J015T (no taster) 12-in. I6-In. INTERNATIONAL RESIDENTIAL GODS, 2ND PRINT, A5t�- OWNER ARCHITECT AND THEIR RESIDENTIAL CODE OF NEW YORK P _ - FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER JOIST SIZES (in.) O.G. O.G. ADOPTED BY NEW YORK STATE AND THE 2016 -� AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALED ` COASTAL EROSION HAZARD LINE \ 2 ` ,y TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE NEW YORK STATE SUPPLEMENT • ° r AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL OTHERWISE SPE IFIED. GARS SHOULD PROVIDED. 2x6 6 5 LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). NO WELLS WITHIN 100 FEET FLOOD ZONE ` O BE TAKEN NOT T DAMAGE -INSULATION R-VALUES AND GLAZING 2x8 6 6 ` zoNl=X ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN FOUNDATION Nt tERPROOFING. U-FACTORS MUST BE CLEARLY IN ACCORDANCE WITH 2015 IEGG RESIDENTIAL -� RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS MARKED ON THE BUILDING PLANS OR 2x10 7 6 ENERGY EFFICIENCY CODE, THE PROJECT SANITARY TO BE INSTALLED ` m O m OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED, 2x12 5 COMPLIANCE METHOD CHOSEN 15 TOTAL PER S.C.D.O.H. WRITTEN , GLASS WINDOWS";AND DOORS SPECIFICATIONS SUCH CLAIM, DAMAGE, LO55 OR SPACES AT THE CEILING AND FLOORREGULATIONS $ APPROVAL TO BE INSTALLED AS PER SECTION FRAME PARTI TI ONS UA-ALTERNATIVE AND A RESGHEGK HAS BEEN EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL 8508 OF THE RESIDENTIAL CODE OF DUCT INSULATION: SUBMITTED WITH THESE DRAWINGS. -- ..._ _...... BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL AL50 BE FIRE WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES 8.0 BODILY 0O N.Y.S. ALL CLAS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING FRAME WALLS CLEARING TO CONSIST OF ` N z # DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. TO THE BEST OF MY KNOWLEDGE BELIEF AND REMOVAL OF ALL SHRUBS GLASS SUBGONTAGTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR STUD WALLS: (OTHER THAN THE WORK.ITSELF INSTALL GLASS kAC PROPER -RETURN DUCTS IN UNCONDITIONED PROFESSIONAL JUDGEMENT, THESE PLANS AND DEBRIS TO ALLOW FOR INCLUDING THE L055 OR USE PLUMBING4. CLEARANCES A14E PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING 2x4 a 16-in., 5/5-in. GYPSUM, 11.0 AND/ORSPECIFICATIONS ARE IN COMPLIANCE NEW CONSTRUCTION. RESULTING THERE FROM,. B) I5 CONTRACTOR SHALL INSTALL WATER INSULATED, 3/5-in. SIDING w/ THE 2015 IEGG 2ND PRINTING AS ADOPTED BY Z ( SLIDING GLASS � OORS, SKYLIGHTS MUST BE INSULATED TO R-4. ''� O SUPPLY AND SANITARY SYSTEM AS - NYS, AND THE 2016 NYS ENERGY CODE ADJACENT v CAUSED IN WHOLE OR IN PART BY ANY AND/OR WINDOI�t AS REQUIRED BY -SUPPLY DUGT5 IN UNCONDITIONED 2x6 @ 16-in., 5/5-in. GYPSUM, ` RESIDENCE z NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD CODE, SHALL BE' INSULATED SPACES MUST BE INSULATED TO R-8. INSULATED, 3/5-in. SIDING 12.0 SUPPLEMENT `y. CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. -RETURN DUCTS IN UNCONDITIONED orH►re (IMPROVED) v TEMPERED GLAe . ALL GLASS DOORS EXTERIOR STUD WALLS WITH BRICK VENEER 45.0 � ���� ON PUBLIC WATER �, , ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE OR LT } w Q � o AND WINDOWS SF.ALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST EMPLOYED BY ANY OF THEM, OR CLEANOUTS AT ALL CHANGES OF ' ,-� THIS PROJECT COMPLIES WITH THE INTERNATIONAL 4`0ALc4 W� ~ a� STRICT AGGOR.-ANCE WITH THE BE INSULATED TO R-2. WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR , 102.5'SETBAGK ADJACENT ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF MANUFACTURES tPECIFICATION5. ALL -INSULATION IS NOT REQUIRED ON PLASTER, ADD 5 ib/ft2 FOR EACH FACE PLASTERED. VALUES MECHANICAL CODE, CHAPTER 12 THROUGH 24, FROM G•E.HJ-. THEM MAY BE LIABLE Rf=CARDLESS VERTICAL WASTES. USE 4" CAST IRON GIVEN REPRESENT AVERAGES. IN SOME CASES THERE A THE INTERNATIONAL PLUMBING CODE CHAPTER RESIDENCE _ ` _ �� � vw WINDOWS ARE Td) BE CAULKED AND RETURN DUCTS IN BASEMENTS. _ _ o �' _T OF WHETHER OR NOT IT 15 CAUSED IN THROUGH FOUNDATION WALL PITCHED SEALED A5 PER,;2015 IEGG CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. 25 THROUGH 32, THE INTERNATIONAL ELECTRIC �N�PRD}--- - - _ • �,o ;a Q w o PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE REQUIREMENTS. .'ROVIDE FLASHING DUCT CONSTRUCTION: GODS, CHAPTER 33 THROUGH 42. ON PUBLIC WATER j kl: i �� ' �''' 51 ZES FOR FIXTURES SHALL BE AS _ D 's C_ % i , ►'�z Q Z w o m 2016 EGG OF NEW YORK STATE: ` ( �� 2.0�"; w u ?o w N HEREUNDER. ALL MATERIALS, PANS UNDER ALE SLIDER, DOORS, AND ALL JOINTS, 5EAM5, AND ASSEMBLIES, AND METHOD OF FOLLOWS: R401.3: PERMANENT CERTIFICATE - SHALL BE CCMPLETED BY THE W WINDOWS WITHIN.;A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY `� u z o CONSTRUCTION INGLUDINS BUT NOT DISH WASHER I I/2" BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN oz juwn W SURFACE. ALL F'CTERI OR DOORS ARE FASTENED WITH WELDS, GASKETS, ` WYMV V56K w °-_ z-_0 N V THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE """ - Q-'� , Z)z W 0 LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2" ; ` ,' DAWO"•`ABCM! o o w o _ LAVATORY I I/4 TO BE FULLY N5ATHER-STRIPPED. MASTICS (ADHESIVES), BUILDING. BLOCK-WORK, FRAMING, NAILING, ro F O PROVIDE ALL 5 REENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR ;u o z° ?a °= LIE x w z-Qwo PLACING OF CONCRETE, ETC. ARE TO SHOWER 2 HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT T.,'. ,o , Q ~a F2 1 F z o 8402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE - \;': o'er^ o' ► Q °'�o } BE CAREFULLY SUPERVISED BY THE TOILET 3" 15 TO BE FREE CSF SCRATCHES AND PERMITTED. / �\o a u w o WEATHER-5TR1 PPED AND INSULATED TO A LEVEL EQUIVALENT TO \ �. '. / w w CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3 MAIN IMPERFECTIONS.AND.GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED E� � - � � � ON SLAB oCAMEMcnwc �� w THE INSULATION ON THE SURROUNDING 5URFAGES. ` ,' �' o \ �� on x�e w CAME ne caws IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4 THE MANUFAGTU�'ER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL � � ` ` \ D11'm ► a� NO LESS THAN YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUGT5 \ \ , o z o v SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST \ ` oR WALLY �„�'` W-2 K„e„� vO� o -oz-° R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE I , `� A `;cn ;�-`� _N N°W I���C AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDER56N UNLESS INDICATED OPERATING AT LESS THAN 2" w. I ` �` SANITARY SYSTEM w=wu��N O g CON5TRUGTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) SPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOOKS. THE WATER HOUR. -DUCTS SHALL BE SUPPORTED EVERY ` \. \SIL STOCK ' 1 ` Ho PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WITH THE �' \ ` �,__ � ' EL. I I v o o v° ILS AREA \ ✓ LP•� z 5n N z m 8402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING �',-,n��-� �"z o AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE �` ` ' =v w o v$N j o- z THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF MANUFACTURERS INSTRUCTIONS. THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH `� �:` �. `-�� P �� o N o w PAINTING AND S, 'DINING -COOLING DUCTS WITH EXTERIOR THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY �' `. ,4 (-�p�-�LP•; �� O<Tz Qw-Q�a RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING:IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A Dl�l- C I O z w x RAWINGS WHICH MAY DE NEEDED. REGULATIONS. APPROVAL OF ALL ,'- CODE OFFICIAL AN APPROVED THIRD PARTY SHALL INSPECT ALL 1 ** z o D CONVENIENCE c. THE PAINTING VAPOR RETARDER. ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM ACTORS i+'.ND COMPONENTS AND VERIFY COMPLIANCE. CONTRACTORS ONLY A5 AN -AIR FILTERS ARE REQUIRED IN THE �.\ \' , ` ` r, ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF 1HE TYPES OF PAINTS RETURN AIR SYSTEM. _ �. 0% - K X X X TO REMOVE PRIOR TO CONGEALMENT. PRIOR TO 8402.4.1.2: TESTING BUILDING OR DWELLING UNIT SHALL BE DW-� �. \ \ , I �c1i 1 ` I0 O 10 O O CONTRACTORREQU I RED FOR '4/ARI OU5 5URFAGES. IT -THE HVAC SYSTEM MUST PROV I DE A _ I ` \ ` A _ I S THE INTENT O THESE TESTED AND VERIFIED AS HAVING < 3 AOH50 I N GZ4A, 5, AGA. RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL MEANS FOR BALANCING AIR AND EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. SPECIFICATIQNJ TO PROVIDE A WATER SYSTEMS. WITH NEW GON5TRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED 8402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING THAT THE OWNER CHANGES, THE / .% CONTRACTOR SHALL CREDIT THE 5URFAGES MUS �, BE FULLY COVERED TEMPERATURE CONTROLS: FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. % / /. O (Y IN A UNIFORM M; ,NNER TO BE -EACH DWELLING UNIT HAS AT LEAST DIRECT VENT APPLIANCES WITH BOTH INTAKE AND i J / / i LOT AREA: Z SITE WORK OWNER FOR THE FULL EXCEPTION DI / / UTI 38,454 50.FT. ` _ STAKEOUT 15 TO BE PERFORMED BY A ACCEPTABLE. ONE THERMOSTAT CAPABLE OF EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE 5UBGONTRACTORS 005T FOR THE \ .582 ACRES V LICENSED SURVEYOR. STAKING AND INTERIOR WOOd 5URFAGES-APPLY TO AUTOMATICALLY ADJUSTING THE '. CHANGED UNIT. -� ` +�r p/ Q LAYOUT ARE TO ESTABL-15H ALL LINES LIGHTLY 5ANDEb 5URFAGES, WALLS, SPACE TEMPERATURE SET POINT OF 8403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER � / \ a� �` AND BENCHMARKS. VERIFY ALL GIVEN HVAC DOORS, FRAME, TRIM, AND BASES, THE LARGEST ZONE. BOXES SHALL BE SEALED. ABANDONED �� ', CLEARING LIMITS ` 6- In z to DATA ON DRAWINGS. IN CASE OF ONE GOAT W00 7 FILLER OR STAIN ,� WELL ` Isb38 SOFT. Nlu tu LU SYSTEM TO BE DESIGNED BY OTHERS. AND TWO GOAT. MGKLUSKY 5 ELECTRIC SYSTEMS: Q DISCREPANCY, RECEIVE PROVIDE PROPER SUPPLY TO ALL cl. " R403.3.3: DUCT TESTING - DUCTS SHALL BE PRE55URE TESTED TO ; O ` Z X Z Z CLARIFICATION FROM ARCHITECT EGGSHELL FIN11 SON-YELLOWING -SEPARATE ELECTRIC METERS ARE DETERMINE AIR LEAKAGE. d W 4 d ROOMS CONFORM WITH ALL STATE ANDONED PRIOR TO PROCEEDING. EXCAVATE POLYURETHANE,; REQUIRED FOR EACH DWELLING UNIT. EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE WELL a O iU U AND LOCAL CODES. GYPSUM BOAR31- MINIMUM ONE GOAT ` L z AND BACK FILL FOR WORK INDICATED THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN ` ��` � z p z ON DRAWINGS. STOGKPLLE TOPSOIL PRIMER AND 7Ac GOATS FLAT PAINT. FIREPLACES: THE BUILDING THERMAL ENVELOPE. '� J ' ` CONSTRUCTION �� W OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOO 5URFAGES- TWO -FIREPLACES MUST BE INSTALLED _� W ` i; ENTRANCE pO AQ7 AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBUSTABLE R403.53: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OF, /'� V 60 EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS PLENUMS W W JO 15T5 RAFTERS AND STUDS SHALL ONE GOAT Z I NO CHROMATE AND TWO -FIREPLACES REPLACES MUST BE PROVIDED DED ` EXISTING BACK FILL MATERIAL AND �O '� � Z IL TOP501L ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, o �J 8403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL �vHALL BE OF BEST AS REQUIRED BY THE FIREPLACE FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. tiL�G,� 3 �_o 0 0 r r r ALL SURPLUS MATERIAL THAT 15 WOOD SILLS AND WOOD IN CONTACT QUALITY PITTS�(U�RGH, PRATT CONSTRUCTION PROVISIONS OF THE '�, � p Ij UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE ACO. ALL LAMBERT, DUTCH BOY. GABOTS, BUILDING CODE OF NEW YORK STATE, R405h: MEGHANIGAL VENTILATION - THE BUILDING SHALL BE O� �� � � � m j < SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MCKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENT5 OF �L•S � O p O O O � PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR I , TO PROVIDE STATE OR THE NEW YORK CITY IRC/TMG. G FEET OF THE APPROVALS MUSTDBE OBTAINED PLYWOODREX�RIOR BE /4" OIDX 5AMPLE5 OF SHEA HIND TO FOR ARGHITEG 'L FAINTS AND�S AND/OR OWNERSINS BUILDING CODE, A5 APPLICABLE. THE MECHANICAL VENTILATION RATE SHALL 8E NO GREATER PLOT PLAN �I \ THAN m N - } BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL *CFA = CONDITIONED FLOOR AREA SCALE: 1" = 30'-0" STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL ` 0ARD PIPE RISERS MUST HAVE A HEAT TRAP CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGE5 OF INSTALLED AS h ER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET R403.7: EQUIPMENT SIZING - PER ALGA MANUEL 5„ BASED ON ALL CONCRETE BLOCK 15 TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702:33.6 OF THE UNLESS THE WATER HEATER HAS AN LOADS CALCULATED PER ALGA MANUEL J. �I �I/� "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR INTERNATIONAL,RE51DEN71AL CODE. INTEGRAL HEAT TRAP OR IS PART OF ZO I `� I I `�l./ INFORMATION. V THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND GYPSUM WALLBOARD APPLICATION A CIRCULATING SYSTEM. R404.1: LIGHTING - A MINIMUM OF 75% OF PERMANENTLY 1 � SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL SHALL BE TAP JOINT SYSTEM. ALL -INSULATE CIRCULATING HOT WATER INSTALLED FIXTURES MUST HAVE HIGH-EFFICANCY LAMPS. Z Z� V PORTLAND GEMENT, ONE: PART LIME UNSUPPORTED EDGES OF PLYWOOD. GYPSUM BOARCS TO BE 1/2" ON WALLS PIPES TO THE LEVELS ON TABLE I. LOW-VOLTAGE LIGHTING EXEMPT 70NN OF SOUTHOLD p PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED AND 1/2" ON CFILIN55 UNLESS �- PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO OTHERWISE INDICATED. FINISH JOINTS, CIRCULATING HOT WATER SYSTEMS: SECTION: 44 BLOCK: 02 LOT(S): 05 _ PARTS SAND. END OF STUDS. LAP GAP PLATES AT J-BEADS. NAIL 'DIMPLE5, CORNERS -INSULATE CIRCULATING HOT WATER - �' - CORNER5. WHERE FLUSH FRAMING AND EDGES 5H�LL BE TAPED AND PIPES TO THE LEVELS ON TABLE I. !-_J O CONCRETE OGCUR5, USE MIN. 160A SHEET METAL RECEIVE THREE GOATS OF JOINT ZONE: R-40 REG2UIRED PROPOSED NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR COMPOUND. ALLOW 24 HOURS TO DRY HEATING AND COOLING PIPING SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO BETWEEN COATS. FINAL GOAT TO BE INSULATION: LOT AREA 40,000 SQ.FT. 38,434 SQ.FT. Qlu Z TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS SANDED SMOOCH. METAL CORNER -HVAC PIPING CONVEYING FLUIDS TABLE 1 : MINIMUM INSULATION THICKNESS FOR C IRGULATING HOT WATER PIPES FRONTAGE 150 FT. 100.18 FT. �- AND FALLING. NO GONGiRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS BEAD TO BE USED ON ALL OUTSIDE ABOVE 105°F OR CHILLED FLUIDS INSULATION THICKNESS IN INCHES BY PIPE 51ZE5 BE PLACED ON FROZEN 5URFAGES. NO NOTED ON PLANS. MINIMUM BEARING CORNERS AND AROUND ALL BELOW 55°F MUST BE INSULATED TO HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS '=BONY YARD 50 FT. 148.13 FT. ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL OPENINGS. THE LEVELS IN TABLE 2. REAR YARD 50 FT. 151.08 FT. LH WITHOUT WRITTEN PERMISSION OF THE BE 3 I/2". USE DOUBLE JACK STUDS TEMPERATURE (F) UP TO I UP TO 1.25 1.5 TO 2.0 OVER 2 � Q ARCHITECT ALL CONCRETE 15 TO BE FOR HEADERS OVER FIVE FEET IN ELECTRICAL 170-180 0.5 I.O 1.5 2.0 SIDE YARD (MIN) IS FT. 15.0 FT. MIN. 3,500 P.S.I. AT 28 DAYS $ 4,000 LENGTH. ALL WORK SHALL COMPLY WITH THE NOTES: 140-160 OS 0.5 1.0 1.5 SIDE YARD (ACG) 35 FT. 37.04 FT. � OZ P51 FOR GARAGE SLAB. PROVIDE ALL NATIONAL ELE67RICAL CODE AND ALL 1° OBTAIN ALL PERMITS PRIOR TO 100-130 0.5 0.5 0.5 1.0 BUILDING HEIGHT 35 FT./ 2� STY. 34.33 FT. OL � SLEEVES AND FOUNDATION VENTS AS NOTE: ALL NON-ENGINEERED LUMBER STATE, LOCA0AND UTILITY COMPANY THE START OF WORK. O Z REQUIRED BY NY5 CODE. UNLESS TO BE DOUGLAS FIR #2 OR BETTER CODES AND REGULATIONS. ALL LOT COVERAGE 20 Y 3.41 INDICATED, ALL FOUNDATION CIRGUITS SHAL.I BE MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES nn FOOTINGS ARE TO BE A MIN. 8" DEEP NOTE: POWER WIRING:SHALL BE MINIMUM 14 WITH ROD 4 SHELF, ALL LINEN z PROJECTING 6" ON EAG-f SIDE OF THE FOUNDATIONS CHAPTER 4 DESIGN AWG. CATED NGE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE 51ZE GLIMATIC AND CEOCRAPHIC DESION RITERIA <In FOUNDATION WALL. PROVIDE TWO #4 ' BE LOCATED !�" ABOVE FINISHED ROWS OF SHELVES. BASED UPON PRESUMPTIVE LOAD FLOOR UNLESS OTHERWISE INDICATED. TYPES RANGE (F) 2 RUNOUTS I AND LESS 1.25 TO 2 2.5' TO 4 TABLE 8301.2(1) INTERNATIONAL RE5IDENTIAL CODE DEFORMED BARS CONTINUOUS IN THE BEARING VALUES OF SANDY GRAVEL q FOOTING. ALL 4" THICK CONCRETE AND/OR GRAVEL O 20ND LBS PER ALL SWITCHED ATO BE LOCATED 36" 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS SUBJECT TO DAMAGE SLABS TO HAVE 6X6 10/10 WELDED ABOVE THE FI�I5HED FLOOR UNLESS TO SELECT LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 WIND DESIGN FROM SQUARE FOOT. CONTRACTOR TO OTHERWISE INQIGATED. SUPPLY GROUND SPEED TOPOG SPECIAL WIND SEISMIC dJ WIRE REINFORCING. ANCHOR BOLTS IN CONSULT ENGINEER IF DIFFERENT LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 m RECOMMENDEQ LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND 5NOW (MPH) RAPHIG WIND BORN DE51ON O CONCRETE SHALL BE HOOKED 5/8 X SOIL MATERIALS ARE FOUND UPON STEAM GONDEN5ATE LOAD EFFECTS REGION I DEBRIS CATEGORY WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN !n r 12" AT MAX. 3' 0.0. PRO'\/IDE BITUMEN EXCAVATION OR TEST HOLE, FOR FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER k zoNE m f a DEPTH DESIGN BARRIER , HAZARDS 9 FREI£ZING ANNUAL Z AND INSTALLED BY CONTRACTOR (FEED WATER) ANY I.O I.O 1.5 2.0 TEMP REQUIRED b INDE`.X TEMP � `Q Z EXPANSION JOINTS BETWEEN 5LAB5 ALTERNATIVE FOOTING AND z AND FOUNDATION WALLS. P COOLING SYSTEMS 20 150w1t NO NO i MILE B Q O � Z FOUNDATION WALL DESIGN THIS PROJECT OMPLIES WITH: BOF 3 FT MOD TO FEMA 5. FINISHES TO BE SUPPLIED CHILLED WATER REFRIGERANT 201-250 1.0 1.5 1.5 2.0 - - - - 5EVEIRE BF6 HEAVY SEE YE5 FOOD 51cl LI � 12016 NEW PORI: STATE UNIFORM GODS FROM BY OWNER AND BRINE 120-200 0.5 1.0 1.0 1.5 COAST BELOW MAP IF PANEL# !K 0 o a TABLE 8602.3(1) TABLE 8602.3(1) TABLE R602.3(5) SIZE, HE I O HT AND SPACING OF WOOD STUDS a FASTENING SCHEDULE= FASTENING SCHEDULE CONTINUED BEARING WALLS NON-BEARING WALLS NUMBER AND TYPE NUMBER AND TYPE SPAGIN6 OF FASTENERS S ITE MI DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a'b'c INTERMEDIATE MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN -� ROOF (INDG.Es SUPPORTS, LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY W,-7 ; ���:7 (INCHES) STUD SIZE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING SUPPORTING TWO UNSUPPORTED UNSUPPORTED , 4-8d BOX(2 �"X0.113")OR .i U D D t;t`C U hd N E(.L WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL (INCHES) g SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT A a r ti ; T C T P. C. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-10 COMMON(2 Ys"x0.131");OR HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE HEIGHT (INCHES) (FEET) (FEET) I TOE NAIL SHEATHING TO FRAMING[SEE TABLE 8602.3(3) FOR WOOD STRUGNRAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] g g g TO TOP PLATE 3-IOd BOX N 12"X0.128');OR ASSEMBLY, ONLY (INCHES) ATTIC, ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) 3-3"X0.131"NAILS 30 s/8" -y�„ bd COMMON(2"X0.113")NAIL(5UI3FLOOR,WALL) 6 I2f l 8d COMMON(2 Y2"X0.131")NAIL(ROOF) TODD C ELI.,AIA 4-8d BOX(2 �"X0.113")OR 2 GEILIN6 JOISTS TO TOP PLATE: 3-5d COMMON(2 Y2"X0.131");OR PER JOIST,TOE NAIL 31 1%2" - 1" ad COMMON NAIL(2 Y2"X0.1319 6 I2f 1200 Veterans Memorial Highway 3-I0d BOX(2 Y2"XO.12a");OR Suite 120 3-3"X0.131" NAILS 32 I Ye" - I Ya" 10d COMMON(3"X0.148")NAIL;OR b 12 ? Hauppauge,NY 11788 8d(2 Y2"X0.1319 DEFORMED NAIL CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX(3"X0.113")OR OTHER WALL 5HEATHING P(631)650-6666 3 LAPS OVER PARTITIONS[see sections 8502.3.1 ,R802.5.2 3-Ibd COMMON(3 Y2"X0.162"9;OR 12' GALVANIZED ROOFING NAIL, e HEAD F(631)650-6667 and Table 8802.5.1 (q)] 4-3"X0.131" NAILS FACE NAIL 33 I Y2° STRUCTURAL GELLULOSIG FIBERBOARD DIAMETER,OR P GROWN STAPLE Ib ga., 3 b (516)658-0325 5HEATHING I Y" LONG ' 'k, GALVANIZED ROOFING NAIL, e E GEILIN6 J015T ATTACHED TO PARALLEL RAFTER 34 sS/s2"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib ga., 3 6 4 (HEEL JOINT),e TABLE Re>02.5.I(41) FACE NAIL SHEATHING I Y4" LONG 2X4 10 244 164 -- 24 10 16 ; � [seSections R8O22.3 .3.1 ,R80 .2 and Table 8802.5.1 (41)] d 1 Y2"GALVANIZED ROOFING NAIL;STAPLE 2X& 10 24 24 16 24 20 24 "- 35 Y2" GYPSUM 5HEATHING 6ALVANIZED, I Y2"LONG;I Y4" 5GREWS, ,g„ x.41 .,: 4-I0d BOX(3"X0.128")OR TYPE W OR 5 COLLAR TIE TO RAFTER,FACE NAIL OR I Ya" X 20418. 3-IOd COMMON(3 Y2"X0.148");OR d I s/4"6ALVANIZED ROOFING NAIL;STAPLE FOR SI: I INCH = 25.4 mm, I FOOT = 304.8mm 5 RIDGE STRAP TO RAFTER 4-3"x0.131"NAILS FACE NAIL EACH RAFTER 36 S/g" GYPSUM SHEATHING GALVANIZED, I %"50REWs,TYPE w OR 5 a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED ` t. WOOD STRUSTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING ,. 3-I6d BOX NAILS(3 �"X).135")OR 2 TOE NAILS ON ONE SIDE 6d DEFORMED(2"X0.120")NAIL;OR WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION 8602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 3-IOd COMMON NAILS(3"X0.145");OR AND I TOE NAIL ON OPPOSITE 37 s/4" AND LF-55 ad COMMON(2Y2'XO.131") NAIL 6 12 b. SHALL NOT BE USED IN EXTERIOR WALLS b RAFTER OR ROOF TRU55 TO PLATE 4-IOd BOX(3"X0.128");OR SIDE OF EACH RAFTER OR G. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO TRU55 ad COMMON(2"X0.131") NAIL;OR } 4-3"X0.131' NAILS I 38 ye" - I" ad DEFORMED(2 Y2'xo.12o") NAIL b 12 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. x ,r 4-I6d (3 j"X0.1359 OR IOd COMMON(3"XO.14a")NAIL;OR 6 12 > (� 3-IOd COMMON(3"X0.148");OR TOE NAIL 3a 1 Yg' - Y4' ad DEFORMED(2 Y2"X0.120") NAIL TABLE 8602.10.4- BRACING METHODS )+0 4-10d BOX(3"X0.128");OR 4-3"X0.131" NAILS FOR 51: 1 Inch = 25.4 mm,I foot = 304.8 mm, I MILE PER HOUR = 0.44-1 m/s;I ksl = 6.8415 MPa �a ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS ORCONNECTION CRITERIA METHODS MATERIAL MINIMUM THICKESS FIGURE S ROOF RAFTERS TO MINIMUM 2" RIDGE BEAMOR 3-I6d BOX(3 " ") FASTENERS SPACING X0.135 2-Ibd COMMON X .1 X0.1OR OR TOE NAIL a•NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING v i+ BOX(3"X).128");OR CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD 5TRENOT'HS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.1412 INCH(20d 8301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN 3-IOd 3-3"X BOX.151" NAILS COMMON NAIL),410 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.1'1'1 INCH,AND 100 K51 FOR SHANK EXTERIOR 5HEATHIN5 PER b"EDGES 12" FIELD WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. DIAMETERS OF 0.142 INCH OR LESS. TABLE 8602.3(3) GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE WALL b.STAPLES ARE Ib GAGE WIRE AND HAVE A THAN INCHES NGC ON DIAMETER GROWN WIDTH. GS-W5P REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Igg6 AND ASTM E 1886 AS c.NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. CONTINUOUSLY SHEATHED Ibd COMMON(3 Yz'X0.162") 24"O.G.FACE NAIL /811 INTERIOR 5HEATHING PER d.FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 4-FOOT PANELS SHALL BE APPLIED VERTICALLY. WOOD STRUCTURAL PANEL MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR 1'() b STUD TO 5TUD(NOT AT BRACED WALL PANELS) e.5PAGIN5 OF PA5TENER5 NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 8602.3(2). VARIES BY FASTENER I)d .151").128");OR TABLE 8602.3(I)or, Rbo2.3(2) WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING Ib"O.G.FACE NAIL f.WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SF+EATHING TO 3"X0.131") NAILS r GABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, O STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) NAIL5 FOR ATTACHING PANEL ROOF 5HEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 45 INCH N Ibd BOX(3 Y2"X0.135");OR � STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 12"O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND&ABLE END WALLS;AND 4 INCHES ON CENTER TO CABLE END WALL FRAMING. � EXCEPTION: 3"X0.131"NAILS 41 CORNERS(AT BRACED WALL PANELS) g.GYPSUM 5HEATHING SHALL CONFORM TO A5TM G 13416 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD 5HEATHING W CS-6lec WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN "/16 INCH AND A - # Ibd COMMON(3 Y2"X0.162") 16"O.G.FACE NAIL SHALL CONFORM TO ASTM G 20a. CONTINUOUSLY SHEATHED z h.5PAGIN5 OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED 3 ii SEE METHOD GS-WSP SEE METHOD GS-W5P SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. WOOD STRUCTURAL PANEL HEAT•HING PANE EDGES APPLIES 8 I6d COMMON(3 Y2"X0.162") 16"O.G.EACH EDGE FAGS NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPACING OF FASTENERS ON ROOF5 L PPL ES TO PANEL EDGES Z ADJACENT TO GARAGE PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE F- lo BUILT-UP HEADER(2" TO 2" HEADER WITH Y2" SPACER) SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGES PERPENDICULAR TO T OPENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE J Ibd BOX(3 Y2"X0.135") 12"O.G.EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED to SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. Q Z 5-8d BOX(2 Y2"X0.113");OR I WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH TH15 SCHEDULE,PROVIDE TWO TOE NAILSoft WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO O } II CONTINUOUS HEADER TO 57VD 4-ad COMMON(2 Y2"X0.131");OR TOE NAIL ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL ON N RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH 0 4- d BOX O X0.12"" THE OFF05ITF 510E OF THE RATER SHALL NOT BE REQUIRED. z j EITHER TABLE R301.2(2) OR ASCE -T, WITH THE PERMANENT CORROSION-RESISTANT _ I6d COMMON(3 12'X0.162") Ib" O.G. FACE NAIL O GS-FF ! 11 SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE i CONTINUOUSLY SHEATHED /16 V ar 12 TOP PLATE TO TOP PLATE IOd BOX(3"X0.126");OR TABLE R8O2.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES _Z PORTAL FRAME BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R3o1.2.1.2 IS PERMITTED FOR w p< o 3"X0.131"9 NAILS 12" O.G.FACE NAIL a.b,c,d.e,f,a h I- BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE FROM WIND (ASD) (POUNDS PER CONNECTION) O' z - DESIGN WIND SPEED, IS 180 MPH OR LESS. w a-i6d COMMON(3 �"X0.162");OR EXPOSURE B v Q�m 0 T��a V U I Y2" Ion X 0.12 did. =w o-_ 12-I6d BOX(3 Y2"X0.135");OR g tL F- U W U w DOUBLE TOP PLATE SPLICE FOR 5DG's A-D WITH SEISMIC (for Y2" thick sheathing) TABLE R30I.2.I.2: WINDBORNE DEBRIS PROTECTION FASTENING o m =�w BRACED WALL LINE 5PAGING< 25' 2 12-IOd SOX(3"X0.126");OR FACE NAIL ON EACH 510E OF ULTIMATE DESIGN WIND SPEED Vult (mph) d " 25 s � o A i-o 12-3"X0.131" NAILS END JOINT(MINIMUM 24" LAP Y2 Or �32 for I /4 long X 0.12 dia. N F � o Q V } GS•5FB „ (for 2/s�'thick sheathin ) 3" EDGES 6" FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS �� Q� w SPLICE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN 130 mph 140 mph GONTINUOU5_Y SHEATHED Yt'1G ximui n 16 ~zz~= o=o_ M END JOINT) galvanized roofing nolis or 8 common z 1u U N z 0�iL P N 13 DOUBLE TOP PLATE SPLICE SDG's D ,D ,OR ;AND TRUSS SPACING (FEET) STRUCTURAL FIBERBOARD Stud 5 GQGIYI (2 Y2" long X 0.131"did)nails FASTENER 5PAGING P F F z,�F� p BRACED WALL LINE 5PAGING:_25' O I 2 12-Ibd(3 Y2"X0.135") ROOF PITCH ROOF PITCH p g _ '� z p o <5:12 >5:12 <5:12 >5:12 IS Z o w FASTENER TYPE 4 FOOT 6 FOOT p m p� 3 N T w 1- PANEL SPAN < PANEL SPAN < PANEL SPAN �_ ?a 3 Z,z W 0 Ibd COMMON(3 Y2"X0.162") 16.O.G.FACE NAIL 12 015 88 122 113 FOR Sl: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I degree = 0.0175 rad, I pound per sc[uore foot=47.8 N/m2, I mile per hour = 0.44-1 m/s. <4 FOOT <_6 FOOT <8 FOOT 'x Q z a o lu� v CO BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR IS 122 112 157 146 p 1 i 14 Ibd BOX(3 Y2"x0.135");OR 24 1441 13'1 Iq2 178 a. Adhesive attachment of wall sheathing including Method GB, shall not be, permitted in Seismic. Design Categories G, Do, DI and D2 NO. 8 WOOD SCREW w y o Q w o p BLOCKING(NOT AT BRACED WALL PANELS) 3"X0.131") NAILS 12" O.G.FACE NAIL b. Applies to aneis next to garage door opening where su ortin able end wall or roof load only. Shall only be used on one wall Q ~Q F Z o „ 28 167 153 216 200 pp p g g p g pp g g y• y BASED ANCHOR WITH 2 16 10i- 3-I6d BOX(3 Y2"x0.135°);OR 3 EACH Ib"O.G.FACE NAIL 12 O.G. 32 185 170 240 222 of the garage. In Seismic, Design Categories Do, D1, and D2 roof Covering dead load shall not exceed 3 psf. INCH EMBEDMENT LENGTH _p IS BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OR 2-Ibd COMMON(312"X0.162");OR 2 EACH ib" O.G.FACE NAIL 36 203 186 264 244 G. Garage openings adjacent to a Method GS-G panel Shall be provided With a header in accordance with Table R602.5 (1). A full o o a a , BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131"NAILS 4 EACH W'O.G.FACE NAIL 42 230 211 300 2-16 height clear opening shall not be permitted to a Method C,5-G panel. ��W�v m p N w d. Method GS-SFB does not I In Seismic Design Categories D , D , D NO. 10 WOOD SCREW o[ uJ z o tu Q) 48 258 236 336 511 apply 9 g O I 2' o Oc z w 0 3-I6d BOX 4-ad BOX(3 Y2'XO.05'9 OR 12 126 117 162 150 e. Method applies to detached one and two-family dwellings in Seismic Design Gategorles Dothrough D2only. BASED ANCHOR WITH 2 16 12 q F W N° a Q 3 la 162 I4q 2041 Iq4 INCH EMBEDMENT LENGTH W w O 4-ad COMMON (2 Y2"X0.131"9;OR TOE NAIL 2 4-IOd BOX(3"X0.128");OR 24 Iq8 182 255 23'7 N o a W�o VJ1W I6 TOP OR BOTTOM PLATE TO STUD 4-3"X 0.131 NAILS „ 28 222 203 287 266 1-w~tL In w H F� 16110.0. TABLE 8602.1 O.5 Y4 INCH LAG SCREW �'0�o o Q i a-0 o 3-I6d BOX(3 "x0.135");OR 32 246 226 3141 2415 BASED ANCHOR WITH 2 16 16 16 2-Ibd COMMON(3 Y2"X0.162");OR END NAIL 36 270 247 351 325 MINIMUM LENGTH OF BRACED WALL PANELS IN<:;H EMBEDMENT LENGTH 3-10d BOX(3"x0.128");OR 42 306 281 3qq 370 3-3"X0.131" NAILS 48 343 314 447 414 METHOD MINIMUM LENGTH p Q 2UU Q'F wwz Q 1 1 (� (INCHES) CONTRIBUTING *z K zp=Q 3�*�O 3-IOd BOX(3"X0.128");OR EXPOSURE G ADJ,�CENT CLEAR WALL HEIGHT LENGTH a. TH15 TABLE 15 BASED ON 180 MPH ULTIMATE 1 Q Q 1 N o p 1 O v p 1-7 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON(3 Y2"X0.162");OR OPENING HEIGHT (INCHES) 3-3"X0.131"NAILS FACE NAIL 8 FEET 41 FEET 10 FEET 11 FEET 12 FEET DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF ULTIMATE DESIGN WIND SPEED Vvlt (mph) (INCHES) 3-8d BOX(2 "X0.113"9;OR RAFTER OR ROOF SPAN C,5-W5P <64 24 2'1 30 33 36 ACTUAL HEIGHT. 130 mph 140 mph b. FASTENERS SHALL BE INSTALLED AT OPPOSING 11 g 2-8d COMMON(2 Y2"X0.131");OR TRUSS Sf'AGING (FEET) ENDS OF THE WOOD STRUCTURAL PANEL. 18 I"BRACE TO EACH STUD AND PLATE 2-IOd BOX(3"X0.128");OR FACE NAIL ROOF PITCH ROOF PITCH FASTENERS SHALL BE LOCATED NOT LESS THAN 2 STAPLES I e/4" <5:12 >5:12 <5:12 >5:12 INCH FROM THE EDGE OF THE PANEL. 3-ad BOX 2 'X0.113";OR 2-ad COMMON(2Y2'XO.131");OR 12 161 1x51 Iq8 186 W 141 1"X b" SHEATHING TO EACH BEEARING 2-I0d BOX(3"X0.128");OR FACE NAIL TABLE 8507.2 G. ANCHORS SHALL PENETRATE THROUGH THE z 2 STAPLES, I"GROWN, Ib o.,l s/4"LONG 18 208 ff 257 242 z g DECK LEDGER CONNECTION TO BAND JOISTdp EXTERIOR WALL COVERING WITH AN EMBEDMENT 24 256 2341 317 2418 < � 3-5d BOX(2 °X02"3");OR 12 o.G. 28 2841 2641 358 335 (DECK LIVE LOAD=40 PSF, DEGK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSE LENGTH OF NOT LESS THAN 2 INCHES INTO THE v 3-lo COMMON(212"x).131");OR 32 321 2qq 3418 373 - BUILDING FRAME. FASTENERS SHALL BE LOCATED 3-IOd BOX(3"x0.128");OR s 36 353 3241 438 411 JOIST SPAN 3 STAPLES, I"CROWN, Ibga.,l /4" LONG CONNECTION DETAILS NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE < 42 402 375 4qq 468 b'AND LESS 6' 1" TO 8' 8'1"TO 10' 10'1 TO 12' 12'1 TO 14' 14'1" TO 16' 16'1 TO I8' 118 4y 20 I"X 8" AND WIDER SHEATHING TO EACH BEARING WIDER THAN I" X 8" FACE NAIL CONCRETE BLOCK OR CONCRETE. - N Z 48 450 420 560 524 ON-CENTER 5PAGING OF FASTENERS � 4-8d BOX(2 �"x0.113");OR d. PANELS ATTACHED TO MASONRY OR U) W X W W 12 214 201 263 247 INCH DIAMETER LAG SCREW cd 3-5d COMMON(2 Y2"X0.131");OR 30 23 18 IS 13 II 10 IN 0 3-I)d BOX(3"X0.125");OR IS 277 2541 342 322 WITH� INCH MAXIMUM 5HEATHING MASONRY/STUCCO SHALL BE ATTACHED USING z X Z Z 4 STAPLES, I"GROWN, IbgaJ °/4"LONG 24 340 318 422 3q6 � INCH DIAMETER BOLdT WITH I INCH 36 36 34 2a 24 21 141 VIBRATION-RESISTANT ANCHORS HAVING AN = W = < FLOOR W 28 584 358 4-16 446 MAXIMUM 5HEATHIN6 4-Sd BOX(2�"X0.113"9;OR 16 O.G. 32 42-1 3418 5201 4416 � INCH DIAMETER BOLT WITH I-INCH 36 36 25 24 21 16 16 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS z o 0 0 0 36 46q 438 583 547 MAXIMUM SHEATHING THAN 1,500 POUNDS. _[ [- ? [- H 3-lo COMMON(212"X0.131");OR W W 11-11 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-IOd BOX(3"X0.128");OR TOE NAIL 42 535 4qq 664 622 FOR SI: I Inch = 25.4 mm,I foot =304.8 mm,I pound per square foot = 0.0418 kPa - a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contracting the house band joist. - - - 3-3"X0.131"NAILS 48 50101 5541 745 6417 b.Snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER '1 •1 A 8d BOX(2 "x0.113") 4" O.G.TOE NAIL c.The tip of the lag screw shall fully extend beyond the Inside face of the band joist. TABLE R301.7 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE V V RIM JOIST,BAND J015T OR BLOCKING TO SILL OR TOP ad COMMON(2 Y2"X0.131");OR d.Sheathing shall be, wood structural panel or solid sawn lumber 22 FOR SI: I INCH = 25.4 mm, i FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, g p (Y Qf IY (X PLATE(ROOF APPLICATIONS/SL50) IOd SOX(3"X0.128");OR b"O.G.TOE NAIL 2 e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. W W W W W O 3"x0.131"NAILS I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.q N/m I plf 14.6 N/m up to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to I/2-Inch of allowable ALLOWABLE z (L [L 1Z (L z 3-ad BOX 2 "XO.113';OR sheathing thickness where combined with wood panel or lumber sheathing. STRUCTURAL MEMBER DEFLECTION 2-Sd COMMON(2 Y2"x0.131");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF dJ 23 1" X 6" SUBFLOOR OR LE55 TO EACH J015T 3-I0d BOX(3"X0.128");OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 2 STAPLES, I"GROWN, I6go.,1 s/4" LONG TABLE R50-7.2.1 :t CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE WITH NO FINISHED CEILING ATTACHED TO 3-I6d BOX(3Y2'X0.135");OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS N Q 24 2" SUBFLOOR TO JOIST OR 61I¢DER 2-Ibd COMMON(3 Y2"X0.162") BLIND AND FAGS NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE O O O MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS INTERIOR WALLS AND PARTITIONS H/180 3-I6d BOX(312'X0.135");OR AT EACH BEARING,FACE NAIL TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF L/360 25 2" PLANKS(PLANK # BEAM- LOOP, b ROOF) FLOORS 2-Ibd COMMON(3 Y2"x0.162") HEIGHTS. TOP EDGE BOTTOM EDGE ENDS ROW SPACING � 3-I6d COMMON(3 "xO.162'7 ".THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING CEILING WITH BRITTLE FINISHES (INCLUDING L/360 1Il (� N - Q� 26 SAND OR RIM JOIST TO JOIST 4-10 BOX(3"xO.12a'7;OR ASSEMBLY DEAD LOAD OF 15 PSF. LEDGER' 2 INGHESd 3/4 INCH 2 INGHE5b 1 5/a INGHESb PLASTER AND STUCCO) 4-3"x0.131" NAILS;OR END NAIL G. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF CEILINGS WITH FLEXIBLE FINISHES (INCLUDING 4-3"X 14go.STAPLES,J" GROWN BAND J015T` 3 b 5 b L/240 NAIL OVERHANG OF 24 INCHES. /4 INCH 2 INCHES 2 INCHES I /e> INCHES GYPSUM BOARD) EACH o o d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE 20d COMMON(4"X0.182");OR 32"O.G. AT TOP AND BOTTOM MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING FOR 51: 1 INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240 AND STAGGERED a. LAG SCREWS OR BOLTS SHALL BE 57AGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN of THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(I). IOd BOX(3"X0.126");OR 24"O.G. FAGS NAIL AT TOP CORNERS. b. MAXIMUM 5 INCHES. EXTERIOR WALL5 - WIND LOAD' WITH PLASTER OR H/360 27 BUILT-UP 0IRDER5 AND BEAMS,2-INGH LUMBER LAYERS 3"X0.131"NAILS AND BOTTOM STAGGERED ON e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. 5-IUGOO FINISHES V OPPOSITE SIDES UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAC,SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R50?.2.1(1). AND: 2-20d COMMON(4"X0.1412');OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED E)',TERIOR WALLS - WIND LOADS' WITH OTHER H/240 3-I)d BOX(3"X0.128");OR AT EACH SPLICE FORGES. BRITTLE FINISHES O 3-3"X0.131" NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT TABLE: R402.1.4 - 2015 INTERNATIONAL ENERGY CONSERVATION GODS EXTERIOR WALLS - WIND LOADS' WITH FLEXIBLE H/120d Q 4-I6d BOX(3�"Xo.135')�R CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 pif FOR EACH FULL FINISHES. �- 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON(3 Y2"X0.162");OR AT EACH JOIST OR RAFTER, WALL ABOVE. EQUIVALENT U-FACTORS - _ 4-10d BOX(3"x0.125");OR FACE NAIL LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LINTELS SUPPORTING MASONRY VENEER WALL5e L/600 (� O 4-3'X0.131 NAILS g• �] SHALL BE: PERMITTED. CLIMATE ZONE NGTE: L=SPAN LENGTH, H=SPAN HEIGHT rn 241 BRIDGING TO JOIST 2-IOd (3"x0.125") EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INGH ON CENTER 5PAGING SHALL BE PERMITTED FENESTRATION 5KYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE V / TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE a• FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS Q +�-Z HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN •� AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS 1 ' 4 EXCEPT-" / OBTAINED FROM THE TABLE R301.2(2)./MARINE '0.35 ;. �,'� 0.55 /� 0.026,� 0.060 ; -"�O.OgB ,-' 0.047f 0.05�f' , ' ,:' ;% 0.065 ,� u ' b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE TABLE 8602.3(3) 5 AND THE LENGTH OF THE CANTILEVER. 7 O MARINE 4 0.32 0.55 0.026 0.060 0.082 0.033 0.050 0.055 G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN r(1 O WOOD PANEL WALL SHEATHING FASTENI NO SCHEDULE" V MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO O MINIMUM NAIL PANEL NAIL SPAGIN6 AS MAX. AS MAX. COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS t \ STRUCTURAL PANEL THICKNESS STUD 5PAGIN6 SPEED VULT(M'H) PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. v SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) ED6E5 FIELD WIND ExPosuRE CATE&oRY -V.I.F. -V.I.F. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF n (INCHES) RATING (INCHES O.G.) (INCHES O.G.) B G D GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED O � ' bd COMMON L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE UA I.5 24/0 3/8 I b 6 12 140 115 110 (2.0"X0.113") LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. ad COMMON I6 b 12 170 140 135 TABLE: 8402.1.2 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF (2.5"X0.131") 1.15 24/16 7/16 24 6 12 140 115 110 n v V INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DEFLECTION ADDITIONS OR PATIO GONERS, THE TOTAL LOAD 1!- FOR 51: I Inch = 25.4 mm, I MILE PER HOUR = 0.44'7 m/s DEFLECTION SHALL NOT EXCEED L/120. r v Z_ a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPAGIN6 MORE THAN 16" d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AX15 PERPENDICULAR TO SUPPORT. MAXIMUM GLAZED MINIMUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. DEFLECTION OF H/180. ll� LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 8602.10. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEIILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE Q c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-I6 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 b b,e 1 c d e e. REFER TO SECTION R703.8.2. SPAN RATING. PLYWOOD SIDING RATED Ib O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. U-FACTOR U-FACTO SHGG R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE WALL-I6 AND PLYWOOD SIDING Ib O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16"ON CENTER. %4 EXCEPT- / / 0.35 '0.55 ;- 0.40 r �q 20 OR' . ' 8/13 141 / . 10 GOVT. OR 10 / 2FT 10 GOVT. OR W MARINE �' �/ �i / / 15 + 5 h / 13 CAVITY 15 CAVITY O Vn F I 5 AND 0.32 0.55 NR 441 20 OR h 13/17 30 g 15 CONT. OR 10 / 2FT. 15 CONT. OR r 0 z MARINE 4 13 + 5 Iq CAVITY Ici CAVITY T 0 IZ AS MAX. AS MAX. OL O z PROPOSED AS MAX. -V.I.F. W.F. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. # lU REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES p v Lo D 0 CONTINUOUS BEAD F SEALANT k �} TOJU O CONNELL C. }; € T FCT P.C. MANUFACTURED THIN-PROFILE VENTED AIR SPACE EXI5TIN6 ATTIC VENTILATION BAFFLE �! \ / FLOOR ASSEMBLY (FULL WIDTH /ATTIC INSULAITON INSULRATION TODD O'CO ELI.,,AI TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway Suite 120 \---­r,ONTINUOU5 MINIMAL AMITY IN ELEVATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788 EXPANDING FOAM AT D.:•` CAVITY INSULATION k WINDOW PERIMETER ANDING FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED p{631}65t}-666b ". SECTION • THE PERIMETER OF LOOSELY IN THE BUILDING ENVELOPE GUT RI61D INSULATION NTINUOUS BEAD GENERAL REOUIREMENT5 THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT' BE USED AS F{631}650-6667 j I OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL C(516)658-0325 EILIN6 GYPSUM BOARD " RI61D INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE AS AIR BARRIER � EXISTING BAND JOIST INSULATION 1 SEALED ` z' NTINUOUS BEAD RETROFIT WITH 1 1/2'RI61D INSULATION �XTERIOR INSULATED INDOW UNIT AS OF SEALANT _ WALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT AIR BARRIER ONTINUOUS BEAD 4-� Scale5/4• • I CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF SEALANT THIN-PROFILE ATTIC EAVE BAFFLE AND VENT GAPS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER --•� CONTINUOUS MINIMAL ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTICS SPACES EXPANDING FOAM AT INTINUOUS MINIMAL 5-01004 Scale.5/411 ■ 1'-0" SHALL BE SEALED < ti WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE CONTINUOUS BEAD GYPSUM BOARD ANUFAGTURED RECESSED LIGHT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE F SEALANT X4 BLOCKING ENCLOSURE EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM p ::1 ('�'� ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED I 1 r2 •. ONTINUOU5 BEAD EILIN6 JOISTS KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT , Q k OF ADHESIVE AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER k ONTINUOUS BEAD INDOW UNIT AS �, .. AIR BARRIER OF SEALANT NSULATED EXTERIOR WINDOWS, SKYLIGHTS, AND DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND -L FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE CONTINUOUS MINIMAL XTERIOR WALL SEALED 111 EXPANDING FOAM AT SHEATHING XPANDIN6 FOAM SEALANT WINDOW PERIMETER AT PERIMETER 2-STUD CORNER WITH 1x4 BACK ONTINUOUS BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED N OF SEALANT CONTINUOUS BEAD RYWALL GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED F- #O F SEALANT 5-00006 5cale�5/4" = Ib' Z GESSED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES 4 THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE Q ONTINUOUS BEAD CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY F- ONTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE IIN CONTACT WITHOF ADHE51VE -1 ° OF SEALANT k ON OU BEAD AIR5EALIN6ATREGESfi®LI6HTIN6INATTIG THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION z INSTALLED ON THE UNDERSIDE OF FLOOR. FRAMING AND O ONTINUOU5 SILL SEALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP' OF ALL v Z -FULL WIDTH OF MUDSILL ONTINUOUS BEAD 502041 Soils,5/4' = 1'-0• PERIMETER FLOOR FRAMING MEMBERS OF ADHESIVE CRAWL SPACE WALLS ►- OUNDATION WALL I` NTINUOUS BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, v 1/ AS AIR BARRIER OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE W' ~ jL o a ONGRETE SLAB AS WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS ° T o ~0 0 0 w v ° AIR BARRIER SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE m° —FLOOR ASSEMBLY LOOKING AS REQUIRED °O J o o�o PENETRATIONS SHAFTS OPENING TO EXTERIOR OR m v w UNCONDITIONED SPACE TO BE SEALED O 1 CONTINUOUS BEAD YPSUM BOARD BOX BATTS IN NARROW CAVITIES SHALL BE G',UT TO FIT, ORUoxz Q v w O= m a °• ° —CONTINUOUS BEAD ENCLOSURE NARROW CAVITIES x �D� ~�' ° F SEALANT OF SEALANT NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE 00U `�v' Q o?°o W a NTINUOUS BEAD i.GEILIN6 JOIST CAVITY SPACE ° F$ z�'u z v OF SEALANT GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED 3 <-'o Q o = O I SPACE NTERIOR GYMSUM p w Q �' °"' v ~ wiz-QwOQ* WALLBOARD AS BARRIER RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE Q�~Q It T-z Q o 3•• 3' BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED �'w ° o } GONGEPTUAI_ AIR SEAL 11NC� STRATI=COY // GONGEPTU�4L AIR 51=�tL I NCS STR TEC7Y // = '"'" ""'" L w w Q z�'p Q�p m LONER NALL SEGTI ON UPPER NALL SECTION ATT LIPPEERR'FFL o'RR BAND JJ0 STTRArE6Y TO THE DRYWALL AIR TIGHT AND IG RATED BATT INSULATION SHALL BE OUT NEATLY TO FIT WW PLUMBING AND WIRING AROUND WIRING AND PLUMBING IN EXTERIOR l-If o�o�F o ,o II I II 'I € €€ 5-02011 5cale5/4' = I-0 XPANDING FOAM SEALANT T PERIMETER WALLS, OR INSULATION THAT ON INSTALLATION '�T w o Q w a Q 5-02002 SGa le:3/4 = I -O 5-02003 SGa le: 3/4 = I -O ANr uou5 BEAD OF READILY CONFORMS TO AVAILABLE SPACE SHALL p y�z o Q� SEALANT w F v�d EXTEND BEHIND PIPING AND WIRING �' w T F--Q m v 0 y RYWALL CEILING THE AIR BARRIER INSTALLED AT EXTERIOR WALLS � " GYPSUM BOARD SHOWER/TUB ON EXTERIOR WALL z EXTERIOR WALLS ADJACENT TO SHOWERS AND f-"�-m�i- {"z p RECESSED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUBS SHALL 3 s v w O 2) LAYERS 2" RI61D INSULATION TUBS SHALL BE INSULATED v z o SEPARATE THEM FROM THE SHOWERS AND TUBS �' ► z�o' INSTALL I" RI61D INSULATION INSTALLED DURING FRAMING ° Q GUT TO FIT BETHE_N THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL B INSTALLED BEHINDLU RAFTERS FROM SEAL BOTH AIR SMINB ATITZIMSM LI6MM IN ATTIC EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR Q Q N o Q o S p I" RI61D INSULATION SIDES ALONG RAFTER WITH ROUGH GUT AROUND EXPANDING FOAM SEALANT, AIR-SEAL BOXES SHALL BE INSTALLED VENTILATION CHUTE MAINTAIN EQUAL VENT SPADE 5-O2o4o Scale.5/4• ■ 1'-0" HVAC, REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING X X -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID INSULATIO NSULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE O O O O O }- WITH EXPANDING ATTIC INSULATION FOAM SE�tLANTWALL SUBFLOOR OR DRYWALL --EXTERIOR WALL INSTALL I" RI61D INSULATION SHEATHING VERTICALLY TO CONNECT CONGEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONGEALED FIRE W } SPRINKLERS SHALL ONLY BE SEALED IN A MANNER INSULATING SHEATHING TO RI61D 5-sTUD CORNER WITH R161D INSULAr1oN THAT IS RECOMMENDED BY THE MANUFACTURER. INSULATION BAFFLE. CAULKING OR OTHER ADHESIVE SEALANTS SHALL Z FOAM SEAL BOTH JOINT 5-0000..i 5caie,5/4.• ■ I'-0• NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS OR v v ONTINUOUS BEAD GE I L I NGS { OF SEALANT W " RIGID INSULATION ONTINUOUS BEAD N Z "� OF SEALANT Ij W W W I - - o 0 0 XTERIOR INSULATED RIGID INSULATION VIDE BLOCKING AT k z Q Z Z WALL Q X d _ �XTERIOR INSULATED STUD CAVITY AT SHOWER W WALL AT EXTERIOR WALL O v tU v v I ONTINUOU5 BEAD OF k J Z SEALANT N5TALL INTER OR SHEATHING MATERIALS R-VALUES Z ([� Z Z I'RI61 I INSULATION AS ATTIC IF-AVE BAFFLE CUT I'EXTERIOR INSULATION SHEATHING AS I -� PRIOR TO INSTALLATION OF W -� W W AROUND MANUFACTURED VENT ATTIC,EAVE BAFFLE AND VENT k I�" PREFAB FIREPLACE UNIT -.1 � J .J 5-01,006 5ea1e-5/4" • I'-0" 5-01005`-'�1ee3/4' ■ 1'-0' EMENT BACKERBOARD MATERIAL RI-VALUE O v M v v C" k TUB SURROUND FINISH k FAB TUB UNIT Z IL IL IL Q.- ZO TILE SURROUND FINISH FIREPLACE --CEMENT BACKERBOARD I` UNIT _ _ BUILDING BOARD N5TALL I" RIGID INSULATION f \-TUB SURROUND d) f f AT BOTH HORIZONTAL AND INSULATED PROVIDE BLOCKING AT I BEYOND �� GYPSUM WALL BOARD O�2") 0.45 DRAINAGE PLA VERTICAL POSITIONS ZNSULATEV EXTERIOR k EXTERIOR STUD CAVITY AT TUB I GYPSUM WALL BOARD (/8 ) 0.5625 m m f (LEAVE 'GAP FOR EXPANDING FOAM) STUD WALL I STUD WALL AT EXTERIOR WALL 01 SEALANT N BEAD 5 O O O THIN PROFILE WALL 5HEATHIN6 N O INSTALL EXPANDING FOAM k INSULATED EXTERIOR I PLYWOOD (y2 ) 0.62 O SEALANT AT INTENTIONAL GAPS EXISTING FLOOR C k STUD WALL THIN PROFILE HAL 3 ATI RIGID INSULATION— ASSEMBLY j SHEATHING PLYWOOD CONTINUOUS BEAD OF k ~ ( } SEALANT --CAVITY INSULATION I I NTINUOUS BEAD OF k OF SENTIALANT TOUS BE U MINIMUM I" DRIP I — ANUF SHOWER 77 I` 5ELANT (� I" RIGID INSULATIO SIDING I I PAN ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 SOFFIT CLO \-�ANDING FOAM ANDING FOAM tu --WOOD FLOOR ASSEMBLY— ALUMINUM/ VINYL 51 D I NG (Y2" INSULATION) 1.80 1 k OD FRAME FLOOR v -•�- I ASSEMBLY I OD FRAME •� FLOORING It FLOOR ASSEMBLY O 1 I 1 INSULATED CANTILEVER FLOOR// ° ^• HARDWOOD FLOORING (3/4") 0.68 JU u CAVITY INSULATION WITH I•R1610 INSULATION CLOE,URE 5-01014 Scale: • TILE 0.05 AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH O THIN-PROFILE SHEATHING FIREPLACE ASSEMBLY THIN-PROFILE SHEATHING//SECTION CARPET W 1 TH F 1 BER PAD 2.08 (1 ATTIC INSULATION 5-0100? 9cale:5/4' = I'-0' S-01012 Scale5/4' = I'-0" 5-010045ca1e�5/4" = 1'-0" CARPET WITH RUBBER PAD 1.23 �J I EILIN6 FRAMINGFLOOR GRILLE t_— EATH INTERIOR OF LOOR DUCT BOOT AIR SPACE (Y2" UP TO 4") 1.00 INSUI6ADTION ATTIC ACCESS TO ONTINUOUS BEAD OF LEGTRIGAL WIRE LH +I" OF INSULATION SEALANT L LEVEL PLUMBING PI LB FLOOR TOP PLATE ROOFING ACCESS PANEL ASPHALT SHINGLES 0.44 v RAW ACCESS PANEL TOP PLA NSULATED FLEXIBLE DUCT XPANDING FOAM WOOD SHINGLES O,c{� O �• UA SNUG WITH PERIMETER EXPANDING FOAM �L 50REN' SEALANT TIE AT INNER LINER SEALANT TRIM AS REQUIRED ASTIC AT INNER LINER L STUD INISH CEILING WALL STUD­ TIE AT OUTER LINER z WOOD, SOLID GORE (1 3/4") 2.17 �� INSULATED METAL DOOR (2") 15.00 AIR SEALING AT ATTIC HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 5-02022 Scalee5/4' = I'-0' 5-01025 Scale3/4• . I'-0" 5-01053 Scale:5/4' = I'-0" 5-01024 5cale,5/4" = 1'-0' POURED CONCRETE PER I" 0.08 O �p LU i Z OL 4 z = PROVIDE HOLD DOWNS AT N ALL CORNERS AND BOTH HURRICANE ANCHORS MANUFACTURED BY 51PES OF OPENINGS 6' ` SIMPSON STRONG-TIE CONNECTORS MODEL No. H25A OR GREATER IN WIDTH r C. OR APPROVED EQUIVALENT AT EVERY cEC:rer r tv RAFTER TO PLATE CONNECTION BOTH SIDES WHEN -RAFTERS DO NOT ALIGN WITH STUDS DOUBLE 2X eSTU TODD q C NYELL,AI { 51MP50N HDJ5-5D52. HURRICANE ANCHORS MANUFACTURED BY 120dVeterans Memorial Highway SIMP50N 5TRON6-TIE CONNECTOR 51MPWN 5TRON6-TIE CONNECTORS MODEL 20 L. "Z TO BE USED WHEN Suite 1 No. HI OR APPROVED EQUIVALENT AT EVERY Hauppauge,NY 11788 RAFTER ALIGNS WITH STUD ° RAFTER TO PLATE CONNECTION-- P(631)650-6666 pp USE A MINIMUM OF TWO 5d °. . \�� U °° F(631)650-6667, NAILS TH15 SIDE WITH A ' • I ° C(616)658-0325,_,1„,... 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EQUIVALENT AT i N INTO STUDS EVERY BEAM TO HOOKED ANCHOR BOLT JOIST CONNECTION j i AGQ DECKING Z # 1 R'00F STi AFF I NC DETAIL MIN. 12" PENETRATION BOTH SIDES � � v 3INTO FOUNDATION J USE SIMPSON Z-MAX OR HD6 CONNECTORS SCALE: 5/4" = I'-0" 0 TO INCREASE CORROSION RESISTANCE Z ° F.J. m 16" O.G. FOR ALL HARDWARE IN CONNECTION ° W/ ACO LUMBER. Z USE SIMPSON Z-MAX OR HD6 CONNECTORS BEA TO INCREASE CORROSION RESISTANCE POST GAP MANUFACTURED BY SIMPSON FOR ALL HARDWARE IN CONNECTION STRONG-TIE CONNECTORS MODEL No. 8052-2/4 POST GAP MANUFACTURED BY SIMPSON p;� 0 IL LN/ ACG LUMBER. Ij" MIN. EDGE ®, II OR APPROVED EQUIVALENT INSTALLEDLEDwo . STRONG-TIE CONNECTORS MODEL No. 5052-3/6 p z !w v a WALL STUDS m I6" O.G. DIFFERENCE I I ju AS PER MANUFACTURES SPECIFICATIONS ASP APPROVEDOR NUFAG�TURES SPECIFICAIVALENT TIONS d DOUBLE F.J. UNDER GOLU p~m z x4 ACG COLUMN N o 4 o N~F < lu j COLUMN BASE MANUFACTURED BY SIMPSON 5TRON6-TIE ,MODEL No. 0155066-5052 INSTALLED AS PER MANUFACTURERS lu SPECIFICATIONS OR APPROVED EQUIVALENT o U Q o a o Y 4' ria 12"0 P.GONG. SONOTUBE a z 1-v Q z Q_v n z w v 5/8"(PX12" 5TEEL ANCHOR ° � � � 036" BELOW GRADE MIN. '� -�Q��o Q��� � O BOLTS AT V-O" O.G. MAX. Qal =z BOTTOM PLAT MIN EMBEDMENT OF -i" RIM JOIST �wwpz�'op�o� SEE PLAN--,-,/ I I Qao�ow~zou oTILooz Io wt=-wNwwTl=30aa L I N RQ II NLLw�IL0�u�nww USE S I MP50N Z-MAX OR HDG CONNECTORS I I N o o Q o o ALL SUB FLOOR NOTE:TRAPPIN6 TO BE ° TO INCREASE CORROSION RE515TANGE J Z Z N W FLOOR JOIST INSTALLED AS PER MANUFACTURES d FOR ALL HARDWARE IN CONNECTION p Q= Q 111 SPECIFICATIONS AND NYS CODE W/ AGCLUMBER. DETAIL _ z=m - 0SILL PLA � FC ay1_0 0 p TERMITE 5HIEL 16 6a. STRAP TIES MANUFACTURED ° FOUNDATION WALL BY 5IMP50N STRONG-TIE CONNECTORS BOLD DOVAN DETAIL •3 � � � 3 3 SCALE: 3/4" = I'-O" ODEL No. 0516 OR APPROVED EQUIVALENT. x x O O O STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP UNDER SILL PLATE AT FOUNDATION. 3 SCALE: 3/4" = I'-O" "x55x21" STL. BEARING PLATE MANUFACTURED BY 51MPWN 5TRON6-TIE CONNECTORS MODEL No. PROVIDE ICE PROTECTION AS PIER R405.2.1. PROVIDE ICE PROTECTION AS PER R9o52.1. W NGt�Oi� BOLT DETAIL WHICH CONSISTS OF AT LEAST Z LAYERS WHICH GON515T5 OF AT LEAST 2 LAYERS LBPS� OR APPROVED EQUIVALENT of uNPHERINMENr POLYMER Eo TOGETHER OR OF UJDERLAYME OCEMENTED TOGETHER OR l4 A SELF-ADHERIt•16 POLYMER MODIFIED BITUMEN A SELF-ADHERING POLYMER MODIFIED BITUMEN .Z SHEET TO EXTEND A FROM EAVES EDGE TOA 12 SHEET TO 1=xfEND A FROM EAVES EDE+E TOA IZ ICAL %,"x12" HOOKED ANCHOR BOLT .� n _ ii MIN.OF 24'INSIDE THE EXTERIOR WALL LINE MIN.OF 24'INSIDE THE EXTERIOR WALL LINE _ - ® 3'-0" O.G. SCALE: 5/4 - 1'-0" OF THE STRUCTURE OR THE STRUCTURE - N11" MIN. EMBEDMENT INTO CONCRETE I/2•GYPSUM BO I2 I/2•GYPSUM BO 12 O }}�- jA� - WITHIN 6-12" OF EACH END OF PLATE }-� �Jy MIRAVISTA SHAKE ROOFING BY MIRAVISTA SHAKE ROOFING BY to Q 2 1 OU1\l��/ `T 101\1 �Ti�/ `�fi'I NC DI..TI `I L. OWENS CORNING WANLIF FINISH OMENS CORNING WANUF FINISH W INSTALL AS PER MANUFACTURE INSTALL AS PER MANIFAG � Ul Z l(1 � .� 5PECIFICATIONS SPEUFICATION5 W X W W SCALE: 3/4" = I'-O" R-50C BATT INW1.ATION R-'SOC BATT IN5U-ATION N Z Q Z Z HURRICANE CLIP HURRICANE CLIP / x W � _ WHEN NOT ALIGNED WITH RAFTER, l� CONNECT KING STUDS TO TOP PLATE, WALL STUDS a 16" O.G. 5/b•Cox M-YW000 SHEATHI 5/b•COX PLYWOD OSHIEATHI t- Q Z 1- SEE ROOF STRAPPING DETAIL WRAP IY4" GALS. 20 6A. COIL STRAP VER TOP OF TOP PLATE 4 NAIL 2x10 RR'Ib'O.C. 2x10 R.R.•Ib•OG. lU W W VENTED VINYL SOFFIT VENTED VINYL SOFFIT - —I ROOF FRAMING I I D V [Q u v 16 6a. COIL STRAPPING MANUFACTURED Ixb FACIA eo Ixb FACIA eo BY 51MPWN STRONG-TIE CONNECTORS W W W W W O MODEL No. 0516 OR APPROVED EQUIVALENT 4•x3•ALUM ILH GvrTER W/ 4'x55•A UMNIUM GUTTER KI Z DER tL Q IL IL Z 3'x2•LEA \ 3'x2'LEADER DETAIL I/A-3 FOR \ co t- r r BOTTOM PLA STRAP DETAIL DETAIL IL FOR to }�I GRIPPE RIM JOIST STRAP DETAIL Q 1-- L R-19 BATT INSUJ1T10N R-14 BATT INSULATI ry _ry Q N z STUDS DOUBLE TOP PLATE 2xb STUDS• 16.04. 2x6 STUDS s Ib•O O Q —2- 5/6•COX PLYWOOD SHEATH 5/6•CDx PLYWOOD SHEATH[ SIDING TO BE S11EGSIDING TO BE SELEG # I/2'POLYSTYRENE RI61D INSULATION I/2'POLYSTYRENE RIGID INSULATI > :: z EADERI ROOF DETAIL L I I OOI= DETAIL 5UB FLOOR •3 SCALE: 3/4" = I'-O" 3 = FLOOR JOIST SCALE: 3/4" I'-O" JACK 14 STUD - ; R-19 BATT INSULATION FULL LENGTH 24 STUDS• 16.O.c. O WALL STUDS 5W cox PLYWOOD VeATHI — DA i� FRAMED OPENING FOR NEW TYV%HOUSE WRAP STR DETAIL 1 IIL 2/A-3 FOR _ WINDOW OR EXTERIOR DOOR 1/2•POLYSTYRIENE FJISID INSULATION O I6 6a. 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I I 12:: 1 I 1 I I x. t J 2 XI2 ACG LEDGER 1 >x NEW FURNACE DIRECT VENT MUST 1 " �� � 0 � �.-? t N LAO TO EXIST WITH �" (P CONFORM WITH MANUFACTURES I I I/2" / AND b" LAO BOLTS 1' 0.0. INSTALLATION INSTRUCTIONS AND I 1 GW I I/2 I I/2 I „y n 5TAOOER TECO JOISTS TO CLEARANCES FROM UNPROTECTED SECOND -I COMBUSTIBLE MATERIALS AS I TIE W FOUNDATIONS LEDGER WITH ZING COATED INDICATED ON THE APPLIANCE W!# REBAR m 24" F OR HOT DIPPED GALVANIZED FLOOR 1 'I I ��11 2"0 SONO TUB {L'!!ED LABEL AS PER M1306.1 OF THE O.G. RTIGAL;MINIMUM F 2; 2 2 3 I SOLID W/3000ps1 2015 IRC FILL SOLID (TYPI ) G.O. 1 CONCRETE MIN. 36" 7r2 -XTO" AGQ (� 2"XIO" ACO J BELOW GRADE (TYP) — — — — — — — —_ — -3" 2"-AGQ kEDOEt� —_ — — —_ — — —_ — — —_ — — —_ — — —_ — 3" 3" 0 6' AGQ P05T I I I i� I 3QX-TQ 4•.. N-1 `r 32'-63/8 I O I — — — — — -- —2_XW #Gc LEBCER_ — — _ — IL — — — — — — — — -� ( PROVIDE FLOOR EL I -'"--1 Z #� DRAIN W/ PREFAB I I 1 I z 4" CONCRETE SLAB o 24'0>06'DRYWELL - I 1 12° -I -- -VXI9"-AGQ-L-L-DGEI�Ar,T$EX ST — — — — — — OVER b MIL V B.�L�N4" �D -' I I I I WITH �" 0AND 6" LAO BOLTS I' O.G. 8'-� = 0T : DOUBLE ALL F.J. COMPACTLUNDER PARALLEL WALLN COMPACTED IL • STAGGER TECO JOI5T5 TO LEDGER I I I/2 I d I I WITH ZING COATED OR HOT DIPPED I m I PARTITIONS ABOVE � ( FIRST v z GALVANIZED N _ FLOOR Iq'-43 -1 4'- " 3'-101 u 32'-103 ® a /5 2 /2 /8 N ® m Q Q o m �OUNDATTIIONCWALL I - - I x W/48 x48"x20L - I 211 2" I Q w� -00 u � ri 00 N I6"X16" P. GONG. PILASTER Q ��� ` " - a w�o v�v w K' _ W/#5 RE BAR 56" O.G. - POURED GONG. FTG. \ 3 f—---- 4*�- --a � O - IL 1 j UNDER PT. LOAD ABOVE W/4b"x48"x20" i" 1 F.A.I. d = °-z LU 12x24 P. GONG. FOOTING - m `- — ouRED GONG. FTG. {� - ry- 1 O Q o —W/(2) #4 REBAR W/2"x4�� O �' ci r -1 I ( r N ` I _ I z'-37 Q�wow° m KEYWAY;MIN. 36 BELOW N WSXI5 5TL WSXI5 STL. W5XI5 STL. . i i - I z 'v N Q ~�` i &RADE. (TYPICAL) I OC � I -—#—- T- ----�- - - .- m I ~o O z m~ W Q'-b3/4.. x_63/44 L J I I L r- -I f (2) 2"X10" 6-O 13'-63/4 13-63/4 W v N o .��� a - - - — J WH G.O. I HOUSE (3) .:XI2 � ' ( _ _ I- (3) 2 XI2 I FLUSH a " " " / I TRAP o z - COLUMN TO RUN STRAIGHT �'� ST. PIPE COL. I TO SANITAR BE M ry UP THROUGH FLOOR Tp W/24 x24 x12 I SYSTEM Qv w� N I P L — J " ST. PIPE COL. L UNFINISHED SUPPORT BEAM ON FIRST v ��IEDCONC. FT&. " " I R KI 2RED GONG. FTG. Q CELLAR I a N N v � � SIDE OFyGOD MN WEB AND O I --40+- N/ � `� woz OD L 4444 CRETE SLAB ( IGAL) �j O PROVIDE TOP AND BOTTOM _ ( 4 O 0 io I I- ® S/e" TYPE-X SHEETROGK I �`�w w o o x-- OVER 6 MIL V.B. ON 4" '�' O 1L 11 �� STABILIZING ANGLES WALLS AND CEILING fn w w`�w y a Q o COMPACTED GRAVEL " m LAG TO EXIST WITH !L w/ IN 3-O OF BOILER I o> s o ' p -7 - 2 XIO AGQ LEDGER IU ON COMPACTED 501L a = 2 XIO F J. O I6 O.G. `- � O I O `� a M,;3 N w AND b" LAG BOLTS I' D.G. x 10" POURED CONG tJ N 0 N o o<j F N �� I` LEDGER WITH ZING COATED FOUNDATION WALL I t T v w a= o w Z p tc STAGGER TECO JOISTS TD n z ° FLUME31 NC- RISER !TASTE ° I - 12x24 P. GONG. FO TING a OR HOT DIPPED GALVANIZED I I �'z`� r - - - - - - - - �►#4RMEINARW.2"xW I I t�- wwy w� w* &RADE. (TYPICAL) -1 SCALE: NTS O� QQJ `r 2"X10"AZQ-LE 70 I - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I LU 20'-23/8.. 8_1 N = 34'-23/8.. " _ m 1211 SONO TUBE FILLED Q 4 (� 2 XIO AGQ z LID W/3000 qI � 2 CONCRETE MIN.36" w p/ < BELOW GRADE (TYP) W 10-6 4"X4" ACO P05T N z "" 18-5�/8 12'-O" 32'-51/8 t j W y W W :2'-113/4 4 x 4 Z W -FOUNDATION PLAN z t- z z -j w Q Z Z SCALE: 1/4" = 1'-0" 0 M _I _.1 SHOWER SHOWER Q V � V v P5105.1 ROOF EXTENSION z w O 1� tL z OPEN PENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE '/�A TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 f r r INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, j ry ry ry WHICHEVER IS GREATER. WHERE A ROOF IS TO BE USED FOR Q ASSEM3LY, AS A PROMENADE, OBSERVATION DECK OR CW O p O O SUNBATHING DECK OR FOR SIMILAR PURPOSES , OPEN VENT 1111 PIPES SHALL TERM I NATE NOT LESS S THAN 7 FEET ABOVE THE SECOND I ROOF. FLOOR 'n m - w D Ir Hw Hw Hw Hw Hw P3103.2 FROST CLOSURE ON �,, C,,, cm c 4 cw cw— cw cw WHERE THE 97.5 PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS O°F OR LESS, VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN I ` DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE v MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE I z z�-�- OF THE BUILDING. I O It QW TABLE P5201.7 OW SIZE OF TRAPS FOR PLUMBING FIXTURES I I v J I�- TRAP 51 ZE FIRST . PLUMBING FIXTURE MINIMUM FLOOR (INCHES) Hw Hw Hw Hw �/ cw==S= cw CA cw CH cw cw ow LU O BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR I I/2 WHIRLPOOL ATTACHMENTS) ° O BIDET 1 1/4 CLOTHES WASHER STANDPIPE 2 DISHWASHER (ON SEPARATE TRAP) 1 1/2 TO WATER O -50 1� WALL �, FLOOR DRAIN 2 IN n, HARD WIRED SMOKE: KITCHEN SINK (ONE OR TWO TRAPS, WITH OR 1 1/2 HWH z EXIST TO BE REMOVE`.D V OO DETECTOR W/ BATTERY WITHOUT DISHWASHER AND FOOD WASTE DISPOSER) EXIST TO REMAIN BACK-UP LAUNDRY TUB ONE OR MORE COMPARTMENTS 1 1/2 ® 80 CFM FAN TO EXTERIOR LAVATORY 1 1/4 NEW WOOD FRAME GN5T Q HARD WIRED CARBON MONOXIDE SHOWER (BASED ON THE TOTAL FLOW RATE NEW POURED CONCRETE a DETECTOR W/ BATTERY BACK-UP THROUGH SHOWERHEAD5 AND BODYSPRAYS) 0 W MIN 12" A.F.F. A5 PER SECT. 1225.2 dl 4"x4" P05T UNLE55 OTHERWISE NY5 CODE FLOW RATE: p f ® NOTED 5.1 GPM AND LESS 11/2 ';� t- X SIE DENOTES EGRESS WINDOW MORE THAN 5.7 GPM UP TO 12.5 GPM 2 -' z ® HOLD DOWN AS NOTED MORE THAN 12.5 GPM UP TO 25.8 GPM 5 ' d lV MORE THAN 25.8 GPM UP TO 55.6 GPM 4 2 �L.UMB I N R I SER SUP LY °� ° W z 4 SCA ; v LE NTS .,. Y .. . n. RCNl7EC ? P, r. q° 10'-2/Q" 1O._gyq" 11'-q" TODD O'CONNELL,AIA 4 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 _ _ cV = F(631)650-6667 IS _ ° C(516)658-0325 (3) 2"X12" AGO FLUS ® ® (3) 2"X12" AGO FLUSH II 6"X6" ACO POST Q II b"X6' AGO POST W/ COL. ENCLOSURE �n W/ COL. NGLoSURE DRYER SECOND PROVIDE n I I O = FLOOR < �� m RAIL TO CODECl 20'-2 u - WOO > Ori c . g nc ^ I Ic DECK m II mll �- PROVIDE _ ( I �* PROVIDE RAIL TO HOLD DOWN O 111 CODE m 6'-�y2" lT (3) 2"X12" AGQ FWG 0611 FW6 bll FW6 bll STOVE (ry vo Q tll &"X6" ACO POST W/ 5�, 12" APB 5�"XI2" APB 5 "X12" APB O Z # o COL. ENCLOSURE _ z z z E I RST zy '-2 XIO ACG F.J. a Ib O.G. RIPPED 4:12 p La FLOOR -I 'n W/ 2"X4" ACO SLEEPERS RIPPED 4:12 O 4''43/4' 4'-=2 11 ® Z N FWGI Obll 04:25 T.O. PROVIDE HOLD DOWN V 9 —O (3) 1 j"XII J" LVL W/ (2) j"XII" SL. FP. FLU PATCH FLOOR O O Z � (2) 2 XIO � INFILL A5 REO'D Iq'-23/8" Q TO PROPANE HOUD IDOWN RAIL TOE - IL O o U PACK WALL PACK WALL OUT A5 REO'D OUT AS REG'V MNG � 1 TANK V,n NOTE: DOUBLE ALL F.J. ROOM _O _ IUNDER PARALLEL WALL X IL tPARTITIONS ABOVE n HCH -, Q� �2"X8" STUDS 0 Ib" O.G. ?u N} o FURNACE �m` W4"X4" WIOXI9 oz� ,UWWa v -i POST STL. COL. W16>M SL. FLUSH TOP OF BEAM V d,�o o w o 2 v O 0. VOKN TO HIDE STLNOTE: FIR LBEAM A5 © X 2'-10 - PT LOAD F�Qda, x J� REOUIRED G - FROM ABOVE WIOXIq - <v w F ~ iv \ FROM PATCH FLOOR 5TL. COL. " 7 wow o zz=o m Z >�w d�viv N N 4"X4" m �(2) 2"X10" F USH - I 4 INFILL AS REO'D U���0�2ozw0 i PLAYROOM POST x BATH i w '" a " r �, CSS R15Rtu 3� STL.. x PI COL- - WIOX45 STL. FLUSH I= 5 6" - STL -a`�, � I IL o - , � SCALE: NTS DININCSyUV,��pNzv�� X v PIPE COL. O l� ROOM O Q Q ?Q Q O 0. y * ' I~ O O �a _ 1rr� �a �3 w N 'd t- Itfl X X -� m x x F =H o 1 Hi ddHNOgHOu (� o IL I m -i 'IX m iv = 1 nKITCHEN I' 1 - O ► M p a- 3 ��cP 5 L. OVI E at- ?< ' �'. cV X ax - I PIPE L. HOL DO N CY PT. LOAD PT. LOAD " O I^ PROVIDE I n (2) 2 XIO FROM ABOVE " " N-= q=, " r FROM ABOVE I " X m HOLD DOWN m1127> ' LINE OF GUARDRAIL AND 15 103/g 2 I _ I Xb = I Xb _ 2 30-03/g 0 5L. TO. SL. TG. �0 ST �J HANDRAIL BEHIND () ttu o (2) I "XII " LVL cv cv CIL (2) "XIO" (2) 2"XIO"0O O 2) 2"X10" 2 2"XIO" - - - - - - - - - - - - - - - - - - - z TF TT TT I717117 I Tr Tr FF IT-I F- 1-TI _ 304 -3 - 24 2 �22 2 32 28 6-2 5/4 X 4 TOP PLATE v PROVIDE —lo' I%4" 10'-�4" 4'_3/2" 4'-3%2" _ - PROVIDE 2 X 4 RAIL o I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I III HOLD DOWN 20-2 /8 `' `' � � HOLD DOWN I I I I I I I I I I I I I I I I I I III I I I I I I I i l l III I I �J � W .� 3 " �� �� 8-� " 34'-.2 2 X 2 BALUSTERS a 5" O.G. m I I Z m 4X4 ACO POST N m j W Z W W n - W/ COL. ENCLOSURE _ NOTE: BLOCK SOLID 4D 2 X 4 RAIL I I III I I I I I I I I I � D L I I i f MBETWEEN JOISTS UNDER 6 /1 i N IV < IV D - — PARGE TOP OF WALL 11 LL LL IL1 L 1 11 H LL LL# 11� H I �� Z X Z Z q" 10'-6" FRONT SECOND FLOOR WALL ABOVE AND PITCH TO DRAIN — -MINS" COVER 2 W = _ — — — — — — — 18'-5�/ " 12'-0" ® ® 32'-57/ " FINISHED GRADE Z V V 8 N 8 // Z Q Z Z 62'-115/4" a / . - ..� LU LU FIRST FLOOR L— e � W nWn nWn Wl nW SCALE: 1/4" = I'-O.. // r t- W to {- ./ Q O 4" POURED GONG SLAB W/6X6 10/10 KW p[[ 8" CMU FOUNDATION t WALL FILLED SOLI #4 RE-BAR c 24" O.G. P.G. FOOTIN • .11 (2) #4 BARS CONTIN AT FT 24"0 X 36" DEEP O +� PREFAB DRYWELL (� LOOSE GRAVEL FILL 2 OELLAR ENTRY DETAIL < Q 'S SCALE: 3/4" = I'-O" 0 � 0OL ISL WALL KEY OL lL � EXIST TO BE REMOVED HARD WIRED SMOKE ,n OO DETECTOR W/ BATTERY Ll 1 EXIST TO REMAIN BACK-UP Q NEW WOOD FRAME GNST ® 80 CFM FAN TO EXTERIOR HARD WIRED CARBON MONOXIDE Q Qz '---� 7 NEW POURED CONCRETE © DETECTOR W/ BATTERY BACK-UP � }!I W MIN 12 A.F.F. AS PER SECT. 1225.2 O r <E 4"x4" POST UNLESS OTHERWISE NYS GORE f O NOTED SIE DENOTES EGRESS WINDOW ® HOLD DOWN AS NOTED O ZLU _ -1 7 Q N m , ol <(< R c[� 0 t 4NLI,t 34-2 TCDD O'eONNELL,AIA PROVIDE PROVIDE 1200 Veterans Memorial Highway Suite 120 RAIL TO CODE RAIL TO CODE Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 V kiii NOTE: FRAME FLOOR UNDER SHOWERS WITH DOUBLE L1/L'5, ° BOX OUT AROUND SHOWERS, PROVIDE PROVIDE A V WATERPROOF WATERPROOF �G AND DROP SHOWER FLOOR 3" MEMBRANE MEMBRANE 10'-I/4" 14'-45/4" 4'-3y2" PROVIDE PROVIDE 8-6 HOLD DOWN FWG6 68 *0 14 ,CX N14 FW6 068 I HOLD DOWN 20'-23/8" cV (2) 211X10" 2 2'X101, (2) 2"X10" (2) 211X10" _ n ONY Z Z O />n p p x � �y FWGI 068 *CK24 T.O. (V 51"X11J" APB (2) 2"X1o" z # '-PROVIDE HOLD DOWN O O O J O cv Q BEDROOM • BEDROOM iy o V v BEDROOM v v Z V = p 4l'Xb" p p N POST N =cxv = * o MASTER e X ,4"X&" FROM ABOVE 4"X6" 4"X4 m LU D_U° 'WW BEDROOM -� - - < D() �D_f w 4111 n POST POST POS a s w _=w mcv POST 2"XIO" H (3) I J"X9 4" LVL FLUSH _ (3) I "X-1 " LVL FLUSH 2) 2"XIO" W/ 1"Xq" 5TL. F . FLUSH °o o } O jb4"X9T,"&� uxu ROM ABOVEX ROVIDE p4)- OS ,a ( N CI _ } o = z N N V— 3_a 3' � 6 N �w �Q-oowo LU 0 z�xQ ��ou�i = O O cV RAIL TO o�wFQQ=o°n� v12 11 t °� BEARING N WALL 2 0 CODE V O ° up I A IG fiwx B O X 0 0 0 Or m n 2 2X10 Z)(4,01' _ IX m ' (2) 2"X10" FL'-lo"'� e mH d) O o Q I n e PULL DOV4N� I N^2 xba O n m� Q o��?x n<Q ,L S ,ax _ ;\"X11',A' � � U11L�S ®o x 1 1 - V 111 h- V Q(L S X n n X O Qo�oomn°o° m r 4„X411 8._63/8.. X .X4.. 12'-I I 3/8n - I I'-O' 3- 2._ q_2 cr O z 0 w o v�N i o° Z BATH ( ) rxq ” LVL : Ry ® c^v BATH F'O T n 7�U 2 2 XIO (2 I "X9 " L L (2) I "X9 " L A I a s z a z- __.. r212X�� � � Q If; n u u u u F-F-QQI-JIO�F-O V Q PROVIr»= 2 2 1 2 2 XIO 3) I X9 LVL F US (2) 2"X10" 3'-10" iV H LD DOWN - - - -� = 5E 145LLL "34 T.O. '�30 6-2 T.O. ui - 2546-2 1 �;s 77 � -7 -77 PROVIDE PROVIDE W. PROVIDE WINDOW �0 PROVIDE // 2"x10" R.R. 2"x10" R.R. BOX O I6 O.G. m I6 O.G. HOLD DOWN O HOLD DOWN - is HOLD DOWN N C fl 4 i 2'x6 G.T. W PROVIDEJ 016, HOLD DOWN .2 .2 4_3%2 4_55/8 10'-2" a LU 113/4" � � Z � Z Z SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" z v Iv v v Z • n � _w 0 w w 4Q HT. WALL m N < iv LINE OF 6t HT. LINE OF 6$ HT. 412 HT. WALLLINE OF 812 HT. LINE OF 812 HT. "X4" 4"X4" PROVIDE AGGE55 OST 8'-�I POST o 4"X4" TO ADJACENT ATTIC LINE OF 6$ HT. 4"X4" 4"X4" P05T POST �P05T _x LINE OF 8Q HT. _ v u� UNFINISHED ® PT. LOAD V k V) QN O UNFINISHED ITO ATTIC FROM ABOVE — ATTIC LINE OF 82 HT. I Nbw 11X4,LINE OF 6t HT. LINE OF 8Q HT. OST LINE 412 HT. WALL Z l� 42 HT. WALL - f^ � nn OL INOTE: PROVIDE AGGE55 nn �-- TO ADJACENT ATTICS (2) 2"XIO" r OL >u-1 AL E V L GT02 O or—I-V (2) 2"XIO" (2) 2"XIO" OL l� _y GI O 1 GI O U) PLYWOOD 6USSET5 d n � to p W 6'-4" 6'-4' r O 21'-63/8" 12'-8" o, ! z ATTIC PLAN z 43'-13/8 < O Q Z lu SCALE: 1/4" = V-011 6 d O p p s , mQ < ' DD O'CONNELL C '^ 3 T F. C T P.C. 3� y�q TOO O'C LLL,AIA 1 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY11788 j P(631)650-6666 F(631)650-6667 I ; C(516)658-0325 1 ` "' -; I �. c V �y lIl _ _ m r o ori O z # a o � aj X n— O n "X4' r "X4' "X4 "X4" Q _ o OS I OS OS OST o�z Fwaa LU F0 4"X 1 J"X14" LVL RID E I i" 14" L L IDG I 'X14" LVL RID Two—! ' w LL PO T (2) J"XI " LVL RI GE (2) I I " LV RI GE N a o Q a w n • -f.� �OF�UUW x� m "X4 "X4' �"FQzwN� p FZV�ZFUI OS OS o da Qozoa Y O ��z W V V fi U U �wpNz�FpW V H ZD Y S O O F QF uQU1H� O O wxz—aw0px Q�FQIRu'F-FzdO � I I �wWgz70o�om X 1 p A �Nw��F�U� -- — -- n N F-AL E L.�EY — v v w m l9 tV k)—j .� " PLYWOOD C�JSSET. - z ix 2"x10" 1 .R m 16" O.G. 2"x10" R.R o 16" O.G. -nil ,/� c2"'xl0" R.R. x10 R.R. w w Q w 4 w z ,:� .-.R. 2"X10"_ R.R. 1 xx�zxF xF o 0 Ih" O.G. a I€�" Q.G.. 1 4+ 1"." C.G. 16" O.G. FFQZ<iEl o� p m ct w z v = ROOF PLAN _ _ - ELEV. 3�4'3� ILIA _ T.O. �+ SCALE: 1/4" = 1'-0" , w w w z X z z _ z . __. . .. .. — — z SELECTED OVER 15 BUIL IN FEL _ D G T ASPHALT SHINGLES TO BE i _ / \ 12 GTG2 FLASHING `i N O Q4 p / \ I // \ 4x3 ALUMNIUM GUTTER W/ 3x4 O O BE � ALUMNIUM LEADER TO / ... ... ......................................................................... . ... ..... �\ f \\ �` — — — — \ SELECTED BY OWNER u1 tt m cv — / \ // - - - - - - T.O. SECOND FLOOR PLA /^\ ELEV. +20'-6,. ............................. _ . SIDING TO SELECT Hilul ..................... - - - - - - - - - - - - - - - - - - - - - SECOND FLOOR (� �n +12'_6 ............................... ... . . . .. .................................................... ..........._............................................................ ............ .. _.... .. ............... .... . _ _... _. . _..... .. .. _. cP_ ._... _ . _ _ PLATEy - ELEV +I I-8 T.O. F RST FLOOR ^ Z O - U- . .. . .. .. .. oQ fa .. ........ _ i� z ................... _ _ O R ...................... ... — ELEVF 2'8 FIRST -_ p p O w GRADE 1 ELEV. +O'-O" r Z � SOUTH ELEVATION Z O 4 z SCALE: 1/4" = 1'-0" M 4 O p -,) p . . �M D°O''CONNI.iI �C H # TELT P.!:. T.O. — — — — — — — — T.O. ROOFA--\ TODD O'CONNELL,AIA ELEV. +54'-3" 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11,788 .......... __.. . F'(631)650-6666 12 F(631)650-6667 12 .. ..� \ 12 C{516}658-0325 ASPHALT SHINGLES TO BE SELECTED .......... / \ .. .. • '` u., 5E] OVER 15# BUILDING FELT / ... / \ / _............................. /, ...... . .. \ FLASHING _ . . ................ ... / _. .... ...._- ._.._ _.-. .. \ ASPHALT G E5 TOB SELECTED GT °. FLA5HING _..... _...._ .... ..... . ...._ ..................... .................................. . OVER 15# BUILDING FELTS ............... 4x3 ALUMNIUM GUTTER W/ 3x4 / - _ / _ 4x3 ALUMNIUM GUTTER W/ 3x4 �i U ............... . _..... .. .. . .. _ ALUMNIUM LEADER TO BE s -c ALUMNIUM LEADER TO BE / .......... ......... / .. . ... .. - .__..... _ \\ SELECTED BY OWNER �u c SELECTED BY OWNER / .. .. _.. / \ sCI r�f T.O. SECOND FLOOR PLATE / T.O. SECOND FLOOR PLATE ELEV. +20'-(o" — — — —ELEV +20'-&" - _ 1{ f' ............. - ------ . . . .. .. 51DING TO SELECT ...........- ............... . . _... — ��t ........ .. _.. . ... 111 IL SIDING TO SELECT _ _ IL .......... .......... _ _ .. 1 �� � O z # Lj .......... . ............... .. — SECOND FLOOR / _... .... .. ... _ .. _.. . . ._. .... ............. .... — — — — / ...... — ELEV FLOOR, z IS) ELEV. +12'-b" ...... . SECOND FL T.O. FIRST FLOOR PLoNTE ...... ............... :.....:.......... PLATEO Z ELEV. +11'-8" ........... .. _ — ELEV T.O. T FLOOR �, ............... ... . .. ...... .................... Q O�z .. . ............................. .. . a F �W2 .................................... z V — — _.. . . � �zzFo �, IQ LU .......................... . _._... �u �FQ ILN�� 1a LU Q jOzm Q FIRST FLOOR -._:..: : .............. FLOOPtfp~ wQQw# w ELEV. +2-8 — — — .................... ... _._.... _.. . _ . FIRST . _ ELEV. FIQu`�o��} lu C, GRADE GRADE oNu Q FOz ELEV. +0'-0" ELEV. +O'-O" v�v3N�'wva�N O EA5T ELEVATION NE5T ELEVATION U IU� - Z���o��N0. =o° z SCALE: I/4" = I'-O" 5CALE: 1/4" = P-O" w w �Z w =w o � aQV,noQ�oo p 7 -7 � N w T.O. ROOF _ _ z ELEV. +34'-3" 2 = w p/ Q tu tn LU LU IU . _...... _ LU � Q X d Q z V IU V V — ASPHALT 5HINGLE5 TO BE SELECTED ............... ..................... .. OVER 15# BUILDING FELT ::...... ... ...... _. .. .. _ _. - z a a 0- OL z 4x3 ALUMNIUM GUTTER W/ 3x4 :7. 7 ...................._....... ... O m F- ALUMNIUM LEADER TO BE _ t\V c\I m N 0 SELECTED BY OWNER O p O O O T.O. SECOND FLOOR PLATE ELEV. +20'-b" Ut d' V) N — 51DING TO SELECT _ -.. .. !!_. I .... _... _ FLASHING E UH I SECOND FLOOR _ — — ELEV. +12'-b" T.O. FIRST FLOOR PLATE ( V 1-a LL � � O 1 L-I L EL -EE EV OL FIRST �208'R— — `' z L K GRADE OL ELEV. +O'-O" NORTH ELEVATION � o tu r Z � SCALE: 1/4" = I'-O" Z � i • O z LU O Q v RIDGE VENT RIDGE VENT "' 1j"X14" LVL RIDGE 211XS" G.J. ® I6" O.G. ASPHALT SHINOLE5 TO BE SELECTED �12 Ij"XI4" LVL RIDGE D OVER 15# BUILDING FELT 2"X10" R.R. ® I b" O.G. 2"X511 G.J. ® 16,10.0. �,q,;"ems°•;� 2"X10" R.R. ® Ib" O.G. ODU O'coNN1 LL ASPHALT 5HIN&LE5 TO BE SELECTED iA R CH i T e c - . c:. OVER 15# BUILDING FELT (5) 1 J"Xa 4" LVL 12 R-50 INSULATION TODD O'CON ELL,AIA �12 2"X10" F.J. ® I6" O.C. 1200 Veterans Memorial Highway Suite 120 ATTIC ATTIC Hauppauge,NY 11788 R-50 INSULATION P(631)650-6666 dJ dJ F(631)650-6667 2"XIO" F.J. 0 16 O.G. C(516)658-0325 4x5 ALUMNIUM CUTTER W/ 5x4gl '� " 1� ! Li w ALUMNIUM LEADER TO BE SELECTED BY OWNER4x5 ALUMNIUM CUTTER W/ 5x4 /_ALUMNIUM LEADER TO BE - SELECTED BY OWNER - (5) 1 i"Xq 4" LVL (2) 2"X10" W/ I"X9" STL. FP. 1/2" POLYSTYRENE RIGID INSULATION 1/2" POLYSTYRENE R161D INSULATION �4\ y R-19 INSULATION R-Iq INSULATION : ,. GL. BEDROOM 2"X611 STUDS ® I b" O.G. BATH BEDROOM 2 11X6" STUDS ® I b" O.G. 5/5" GDX PLYWOOD SHEATHING GDX PLYWOOD 5HEATHING �—SIDING TO SELECT _._---SIDING TO SELECT ASPHALT SHINCLE5 TO BE SELECTED . r, dJ dJ OYER 15# BUILDING FELT (5) 1 Xa LYL `J a DEGKIN6 TO SELECT - 2"X10" R.R. ® Ib" O.G. 2"X10" F.J. ® I b" O.G. _ 2 11X6 AGQ RIPPED :12 2"X10" F.J. ® I b" O.G. BLOCK MID-SPANSWATERPROOF MEMBRANE / BLOCKINGLv 2"X10" F.J. ® I6" O.G. BLOCK MID-SPANS u� BLDG MID-51FAN5 " POLY INSULATION ATA " GDX PLYWOOD 1 J"XI4" LVL F.J. ® 12" O.G. RIPPED : _... r WI6X 17 STL. HURRICANE CLIP BLOCK MID-5PAN5 Nlb>M 5TL. 1 J"XI4" LVL LEDGER (5) 2"X12" ACO z # W/ TECO 1/2" POLYSTYRENE RIGID INSULATION R-Iq INSULATION DININGiL VINE I/2" POLYSTYRENE RIGID INSULATION KITCHEN 0IL VINO 211X6" STUDS ® Ib" O.G. -� ROOM ROOM R-IQ INSULATION ROOM --:. 5/5" GDX PLYWOOD 5HEATHIN6 z _211XV, STUDS ® I6 O.G. DEGKIN6 TO SELECT r._51DING TO SELECT DEGKIN6 TO SELECT z 5/5" GDX PLYWOOD 5HEATHIN6 SIDING TO SELECT 2"X12" ACO F.J. ® I6" O.G. 2"X12" AGQ F.J. ® Ib" O.G. HURRICANE CLIP HURRICANE CLIP 2"X12" ACG LEDGER2"XI2" ACO LEDGER w o Q U I- id 0 �0OF1UU�00 �FN�13 I �U wHmvlK=wz� O° �_P%15XI5 5TL. WSX15 STL. z �zF��°LU — a — q v t- tL F;p� W GQ 2"X10" F.J. ® Ib" O.G. (5) 2"XI2" AGO �� 2"X10" F.J. ® Ib" O.G. (5) 2"X12" A _��w�o° v R-50 INSULATION R-50 INSULATION Q CELLAR 12"� SONO TUBE FILLED CELLAR 12"m SONO TUBE FILLED a w��Q x o�=o W v CONCRETE MN. 56 ; CONCRETE MIN. 56 O x — T 10" POURED GONG BELOW GRADE (TYP) w 10" POURED GONG BELOW&RADE (TYP) J w<z z Y F<O v FOUNDATION WALL FOUNDATION WALL Q�� <- K/ � W/#5 REBAR 56" O.G. W/05 REBAR 56" O.G. L_�1_24"X24"XIZ' w Q =o p} 4" CONCRETE SLAB 24 X24 XI2 P. GONG. 4" CONCRETE SLAB P. GONG. z W/6x6 10,(0 W.W.M. FOOTING W/6x6 1% W.W.M. FOOTING o a N o'N 0 o COLL z COM 6 MIL 12x2411 COMPACTEDV&RAVEL N°w Q f Q3 �— wFwOIKw_ 12x24 P. GONG. FOOTING 12x24 P. CONC. FOOTING 1L w m w w Q a ON COMPACTED 501L ON COMPACTED SOIL W/(2) #4 REBAR W/2"x4" W/(2)#4 REBAR W/2x4" w KEYWAY;MIN. 56" BELOW KEYWAY;MIN. 56" BELOW &RADE. (TYPICAL.) Lf�GRADE. (TYPICAL) `�O O CL v ° z `Tolul vxz�'Nz S GTI 01�d SECT I Oi l 5—� �Qx Q�w3Qw ULU SCALE: 1/4" = P-O" SCALE: I/4"' = I'-O" RIDGE VENT N (2) ij,X16" LVL RIDGE W O z 12 FLA5HIN6 Q �12 ASPHALT SHINGLES TO BE SELECTED W OVER 15# BUILDING FELT 0 z o z X z z f `t 2"XS" R.R. ® 161, O.G. z W 2 2 UNFINISHEDATTIC O O v v 2"X10" G.J. ® Ib" O.G. F- J W _W R-50 INSULATION � W p z z p v m v v X w w LU LU 0 iii111 (2) 2"X10" 1/2�� POLYSTYRENE RIGID INSULATION (V cV (V R-19 Q INSULATION m �_ p 2"X611STUDS 0 Ib" O.G. O p 0 0 MASTER BEDROOM - 5/5" GDX PLYWOOD 5HEATHIN6 p 51DIN6 TO SELECT dJ 2"XIO" F.J. ® 161, O.G. ►n 't m ci — DEGKIN6 TO SELECT7\ 2"X6" ACQ RIPPED :12. 4x5 ALUMNIUM CUTTER W/ 5x4 WATERPROOF MEMBRANE ALUMNIUM LEADER TO BE SELECTED BY OWNER 1" GDX PLYWOOD. t l V 2"XI O" AGQ F.J. ® 16" O.G. RIPPED 4:12 TECO-� WIOX45 STL. OJU (5) 2"X12" ACO 1/2" POLYSTYRENE RIGID INSU ATION FIR GLC. DOWN R-Icl INSULATION 2"X611 STUDS 0 I b" O.G. PLAYROOM O 5/5" GDX PLYWOOD 5HEATHIV,,p p SIDING TO SELECT 2"X10" F.J. ® I6" O.G. Z R-50 INSULATION HURRICANE CLIP 211XV, ACG F.J. ® 16" O.C. /l 2"X10" ACO LEDGER W/ TECO : (5) 2 XIO AGQ 6"X6" ACO POST CELLAR O- 12"0 SONO TUBE FILLED i! ;�^ z SOLID W/5000pe - 1 CONCRETE MIN. 56" �, IOOAU FOUNDATION BELOW GRADE (TYP) #5 REBAR 56" O.G. p 4" CONCRETE SLAB W/6x6 10.(0 W.W.M. d� WWp OVER 6 MIL V.B. ON 4" Q F- W COMPACTED 6RAVEL 1— O ON COMPACTED 501L 12x24 P. GONG. FOOTING z Z KEYWAY;MIN. 56" BELOW W/(2) 4 REBAR W/2x4 i Q O GL)RADE. (TYPICA • SECTION G—G Qtu 50ALE: 1/4" = 1'-0" O Q v -� 0 0 p