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�p�UFF� Town of Southold 9/27/2019 o - P.O.Box 1179 d' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40730 Date: 9/27/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 8 Millstone Ln Unit 4, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/31/2019 pursuant to which Building Permit No. 43451 dated 2/6/2019 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,rear and side covered porches and attached two car garage as applied for. En it 4 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0058 9/26/2019 ELECTRICAL CERTIFICATE NO. 43451 9/19/2019 PLUMBERS CERTIFICATION DATED 9/16/2019 Ri and W. G94z t o Signature o�SUFFn��coTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY .jj01 � �a0 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#: 43451 Date: 2/6/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals (Unit#4, B-1 model) At premises located at: 8 Millstone Ln Unit 4, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-4 Pursuant to application dated 1/31/2019 and approved by the Building Inspector. To expire on 8/7/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,704.80 CO -NEW DWELLING $50.00 Total: $1,754.80 (b Buil ng nspector 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 (8-9 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 J%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 $15.00 Date. New Construction: Old or Pre-existing Building: (check one Location of Property: ` Q m 1 s bf) L House No. Street Hamlet Owner or Owners of Property: ���Ac Suffolk County Tax Map No 1000, Section_.j9� . Block_ - ® / Lot 44 C'�bF►,� ��T/� Q C&-" a-o— Filed Map. 7 Lot: �C)l Permit Nd' L[3Date of Permit. n Applicant: / O f/ Health Dept. Approval: � f Underwriters Approval: Planning Board Approval: Request for: Temporary Certifi ate ,Final Certificate:AApphcant Fee Submitted:$ 15b ` 'CONSENT TO INSPECTION the undersigned,do es hereby state: Owner(s)Names) That the undersigned�is (are)the owner(s)of the premises i e T w of Southold, located at LU + — A>hi 1 which is 5hown,and on designated, the Suffolk County Tax Map as District 1000, Section L0 I Block o r ,Lot Do That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Building spe tor's Office for the f Mowing;, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances, rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. 'Dated: 4 i nater ) n , � MrIntN jq,� (Signature) (Print Name) Town Hall Annex L ® Telephone(631)765-1802 54375 Main Road AIW Fax(631)765-9502 P.O.Box 1179 c sean.devlin(c)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Rimor Development LLC Address: 8 Millstone Ln Unit 4 city,Cutchogue' st: NY zip: 11935 Budding Permit#. 43451 Section 102.1 Block: 1 Lot 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 37 Ceding Fixtures 23 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower 1 Range Recpt UC Lights 2 Pumps 1 Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 3Q Twist Lock Exit Fixtures 11 Combo SD/CO 3 Other Equipment DW, Fridge, Micro, 2- Bath Exhaust Fan Notes, d Inspector Signature: Date: September 19, 2019 S Devlin-Cert Electrical Compliance Form As s ' �o�,�QF s0�p�,olo.. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. ���/ Ownerkl' 2 (Pleas print) SEP 0 2019 Plumber: (C.1/I p rN C az_ (Please print) k`WI',i .dJ I certify that the solder used in the water supply system contains less than 2110 of 1% lead. / umbers Signature) b � , Sworn to before me this day of , 20� ! ANNA FIORITA [ Notary Public,State of New York Reg.No.01F16368364 Qualified in Suffolk County i Commission ExpiresAJ- f Notary Public, County 6 �O�aO UTyo{o # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 765-1802 FOUNDATIINSPECTION - - [ ON 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: to o1G a q DATE INSPECTOR hO��pF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] F UNDATION 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 [ ] C ULKING,� &F- REMARKS: -4 -� f DATE A Of INSPECTOR H,��� aoF sour # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLSG. [ ] OUNDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: W ftlNze Cl DATE INSPECTOR 1 ��OF SO(/Tyo # # TOWN OF SOUTH LD BUILDING DEPT. `ycou765-1802 INSPEC ION [ ] 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 RE RKS: n n VtCA-"/ V. tp/ Y w4-A,4- V A%,-, ()�ltz fi)vl-� W / ' DATEINSPECTOR Lf�o��OF 50bTyOlo Lq / # 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) [ELECTRICAL (FINAL)-I2(MOg- [ ] CODE VIOLATION [ ] CAULKING REMARKS: v/042f t l-- , kak ?4L im 2.9-1 4�q 2- -Al&ff�V c DATE n, INSPECTOR . OF so S TOWN OF SOUTHOLD BUILDING DEPT. �ycoutm"�' 765-1802 , INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL NO [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING RE RKS: &4 /otA*kc",-- w ( ic,f%-c DATE INSPECTOR P � t k �, a 'F l '; .•� �. � ; ��� . `' ; `; �+�"•' '�� �_ 9��'�. _ _ �� ya 5�• 7 i -_�- I C7 �n •=� O r tinCertificate Property - >> o =; HERS 8 Millstone Lane ' N ?w Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe w Rating Date: 2019-09-13 Rating Number: MC103 8 Millstone Ln Registry ID: 537852597 Cutchogue , NY 1-1935,___-, Estimated Annual Energy Cost t-- J- - Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 52.2 $1203 62% General Information Cooling 0.8 $39 2% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 10.6 $281 14% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 22.5 $405 21% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 86.0 $1944 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Crlterla Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 86 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value• 0, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Ht . 1357 Clg: 1357 CFM50 Foundation Walls R-13.0 Method ower door Michael Fauci l 42-0 O► Qt b r+3 2. Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Na Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 8 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of Location of this CAZ: Conditioned Space (Use additional forms f more than one CAZ or f home has multiple heating systems or water heaters) Date of Test: 2019-09-13 Outdoors Temp During Test: 75 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating.System Primary: Yes ✓❑No❑ Type: Furnace ✓❑Boiler❑Heat Pump Q Other❑ I z Venting Type j Drat Sin Ilape S iSn llaQe CO CO Efficiency Fuel Tvpe Circle Type) ascal (Worst Case (Natural) (Worst Case atural Rating:95.0 NO PD OQED NQ,,,0Mp S_E N/A Pa. Pass❑✓ Fail❑_ PassOFai10 N/A PPM N/A ppm Yes ❑✓ Tete: Standard Tank ✓aIndimct Tankless ❑ Size: 75 0 Style Common Vent Water Heater Primary: No histmtaneous Commercial�SeeNote S helow (Gallons) a _❑ ❑ LLl ) ) Stand Alone Z s z Venting Tvpe 3 Drat Sin Ilage Spillage(Natural) CO CO E tcien Fuel Tvpe (Circle,Type) (Pascal) , (Worse Case) (Worse Case)1 (Natural) EF: 0.69 NOP❑O aEL] N❑M❑S Q✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_FailE1 N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No 21 Oven CO 2 PPM I Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: �y� Date: 2019-09-17 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDiA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 29, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 4 -Permit#43452, Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. ectfull submitted, D ARC submitted, ozSRT Co, X 0- C' A Glen ery y, IA, LEEDAP Pri;nc' l N 023BAJ �01p GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ' IStANMA, NY 11749 VWVW.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2019 Town of Southold Building Department �.� 4�-,• 53095 Route 25 _; ' $ ' 3 1 ,' iF. �• `t �,ate, ��/.� � .a PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity SEP 2 0 2019 Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No.4 Permit No.43452 Dear Mr.Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. qenherveny, submitted, �� -ED A&C C-) ROBERT AIA, LEED AP (P "9 0238A1 T�OF NE�`l MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity ' Town of Southhold Building Department \"JSEP 2 0 20 19J<" Town Hall Annex Building '`Y' 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 s, Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia. NY 11716 • (631) 563-1298 m Fax: (631) 563-2954 etu ;i-.. r (/.�.�y* a Ar �Uy,Gty't• "";A. cE. V�V,1 J�iR ■ V ARCHITECTURE 3750 EXP RESS DRIVE SOUTH SUITE 202 ....ix•, '.=v1k.YZ =..:c.: T"V'.'r`3i�i�4eSb".:ffo+a �xr,.r3,.;`�`r it i ,imat.r• :, s5` amu. ISt.ANDIA, NY 11749 W1NW.GRCHARCHITECTURE.COM 63] 864-3395 November 14, 2018 Town of Southold 4 Building Department 53095 Route 25 '� SEP 2 0 2019 PO Box 1179 Southold NY 11971 , Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ?Cherve. d, ,��FtED ARC �5 OSRT � 0C' ED AP 02381 C)� SOF NE�y Manual S Compliance Report .lob: - - wrightsoft, Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb.delfino@energytestmgservices com Project • • For: 8 Millstone Lane Cutchogue,NY11935 Cooling Equipment Design Conditions Outdoor design DB: 83 0°F Sensible gain 14365 Btuh Entering coil DB 75.7'F Outdoor design WB: 71 0°F Latent gain: 2523 Btuh Entering coil WB 63.3°F Indoor design DB: 75 0°F Total gain 16888 Btuh Indoor RH• 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions 2 SEP 0 2019 Equipment type- Split AC Manufacturer Generic Model SEER 16 Actual airflow 700 cfm Sensible capacity: 14700 Btuh 102%of load Latent capacity. 6300 Btuh 250%of load Total capacity- 21000 Btuh 124%of load SHR 70% Heating Equipment Design Conditions Outdoor design DB 10.0°F Heat loss- 29798 Btuh Entering cod DB. 63.3°F Indoor design DB 68 0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type. Gas furnace Manufacturer Generic Model AFUE 92 Actual airflow. 700 cfm Output capacity 36800 Btuh 123%of load Temp rise. 0 °F Meets all requirements of ACCA Manual S. wrightsoftg March 26,2019 �wur.7w�:we i " Right-Swte®Universal 2018 18 0 32 RSU20066 Page 1 .mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Residential Plans Examiner Review • Form r1+ RIPER 1 ACCpo for HVAC System Design • • 15 Mar 09 N-C&df3*VQft aaasCNreira Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes ❑ No F� Mechanical license or MJ 1AE Form'(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan#. Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch Yes E:] No ❑ Home address(Street or Lot#,Block,Subdivision)- 8 Millstone Lane Cutchogue,NY11935 Entire House HVAC •A■ CALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation Front Door faces West Indoor temperature 68 eF North,East,West,South,Northeast,Northw as t,Southeast,Southwest Total heat loss. 29798 Btuh Number of bedrooms 2 Conditioned floor area 3318 ft2 Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roo' Grains difference 30 gr/Ib @50% RH Eave overhang depth 100 ft _ Sensible heat gain 16324 Btuh Internal shade- none Eava Latent heat gain 2867 Btuh Bhnds,drapes,etc Depth window Total heat gain 19190 Btuh Number of skylights- 0 'C EQUIPM • '1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equipment type SplitAC Heating cfm 700 Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc. Cool ng cfm 700 Model Generic Model Generic Static pressure 0 60 in H2O AFUE 92 SEER 16+ Fan's rated extemal static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity Q Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ .0 Design airflow 700 cfm Longest supply duct 200 ft Duct Materials Used Equipment design ESP 0 60 In H2O Longest return duct 171 ft Trunk duct Sheet metal Total device pressure losses -0 6 In H2O Total effective length(TEL): 371 ft Available static pressure(ASP): 0.01 In H2O Friction rate: 0.003 in/100ft Branch duct Round flex metal Fnction Rate=ASP-(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name Contractor's signature: Date Reserved for County,Town Municipality orAuthority having jurisdiction use. "Home qualifies for MJ1AE Form based on Abridged Edition Checklist -�-wrighfisooft Ri9 ht-Suite®Universal 2018 18 0 32 RSU20066 w�-ionw,.wm,� Load Short Form Job: - wrightsoft� Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingservices com ' Project • • For: 8 Millstone Lane Cutchogue,NY11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/ 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/983 cfm Dally range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Cod AHRI ref Efficiency 92 AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0 050 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 085 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (Cfm) Bed 2 205 1594 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8 3 M bath 109 1805 538 48 27 M bed 417 5429 2576 145 130 CL 10 0 0 0 0 Foyer 75 1020 323 27 16 Mud 44 436 140 12 7 Kitchen 145 219 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216 4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -F}I-wrightsoft- March 26,2016 :ZACC "F, 1n.�.maw.,.-,�« Right-Swtea@ Universal 2018 18 0 32 RSU20066 Pae 1 9 mor Model B1 MAN JSD1Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Stair 0 43 246 12 7 1 Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 Equip @ 0.88 RSM 12641 Latent cooling 2523 TOTALS 3318 29798 15164 700 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. March 26,2019 4, T�,N,rr.raniWa Right-Sude®Universal 2018 18 0 32 RSU20066 Page 2 ACCK mor Model 131 MAN JSD\Rimor Model 131 MAN JSD rup Calc=MJ8 Front Door faces W Pro ect Summa Job: + wrightsoft� � � Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com Project • • For: 8 Millstone Lane Cutchogue,NY11935 Notes Design Information Weather. Suffolk Co Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3544 Btuh Central vent(56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data n Rate/swing multiplier 088 Infiltration Equipment sensible load 12641 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/983 cfm Structure 1376 Btuh Ducts 0 Btuh Central vent(56 cfm) 1147 Btuh Heating Cooling Outside air Area(ft2) 3318 3318 Equipment latent load 2523 Btuh Volume(ft3) 19660 19660 Air changes/hour 0.25 Oil Equipment Total Load(Sen+Lat) 15164 Btuh Equiv AVF(cfm) 83 38 Req total capacity at 0.70 SHR 15 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 12 8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0 027 cfm/Btuh Air flow factor 0 050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0 60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -Prill-wrightsoft" March 26,2019 Right-Su,teO Universal 2018 18 0 32 RSU20066 Page 1 ACCO mor Model B1 MAN JSD1Rimcr Model B1 MAN JSD rup Calc=MJ8 Front Door faces W N i Level 2 &150 cfm 0,111 cfm 9,79 cfm Living Breakfast Bed 2 adiab 9198 cfm Great room Ktchen 7 3 cfm K101 cfm Bath 2 L33 cfm Mud .11 Laundry Foyer �32 cf CL T9 cfm Broan Exhaust Stair 2 Fan Model L150 10 cfrr 56 CFM Energy Star Continous User Timer T58&K bath h Garage 174 cfm M bed Job#: Energy Testing Services LLC Scale 1 97 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Right-Sude®Universal 2018 8 Millstone Lane Cutchogue,NY11935 Bohemia,NY 11716 18 0 32 RSU20066 Phone 631-244-2627 March 26,2019 rb delfino@energytestingservices com N JSD\Rimor Model B1 MAN JSD N 7V Level 1 0 ' 10 x 16 1 217 cfm in 8 1 225 cfm adiaba 0 14"�I 9' 26 Bsmnt 26°1 26x16 Makeup air 56 CFM Skutlle Model 2161 5 ' 12 x 16 4 , Stair 0 a' a 8 cfm 1 Job#: Energy Testing Services LLC Scale: 1 97 Performed by Energy Testing Services... Page 2 1648-A Locust Ave RightSwte®Universal 2018 8 Millstone Lane Cutchogue,NY11935 Bohemia,NY 11716 18 0 32 RSU20066 Phone 631-244-2627 March 26,2019 r delfino@energytestingservices com N JSD\Rimor Model 131 MAN JSD Duct System Summary Job: + wrightsoft� Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfino@energytestmgservices com Project • • For: 52 Mollstone Lane Cutchogue,NY1 1935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0 59 in H2O Available static pressure 0.01 in H2O 0 01 in H2O Supply/return available pressure 0005/0005 in H2O 0005/0005 in H2O Lowest friction rate 0.003 in/100ft 0 003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length(TEL) 371 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Bed 2 c 1311 51 79 0.003 8 0 Ox 0 MtFx 42 3 1400 st2 Breakfast c 1833 51 111 0 003 100 Ox 0 MtFx 34.0 1600 st2A Bsmnt h 6787 217 46 0 003 140 Ox 0 MtFx 32 0 1300 st2 Foyer h 1020 33 20 0 003 5 0 Ox 0 MtFx 9 3 1650 st2 Great room c 1614 61 98 0.003 9 0 OX 0 MtFx 17.5 150.0 st2 Kitchen c 1676 7 101 0 003 9 0 Ox 0 MtFx 17.3 160.0 st2 Laundry c 524 10 32 0.003 5 0 Ox 0 MtFx 25.0 1750 st1 Lav h 287 9 2 0.003 40 Ox 0 MtFx 15.0 165.0 st1 Living c 2478 139 150 0.003 100 OX 0 MtFx 30 5 150.0 st2A M bath h 1805 58 33 0.003 7.0 Ox 0 MtFx 21.3 1400 st1 M bed h 5429 174 156 0.003 12.0 Ox 0 MtFx 30.3 1300 st1 Mud h 436 14 9 0.003 4.0 Ox 0 MtFx 18.8 1750 st2 Stair h 246 8 1 0 003 4.0 Ox 0 MtFx 15.0 150.0 st1 Stair 2 h 307 10 3 0 003 4.0 OX 0 MtFx 115 1600 st1 -S u • • D- We Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (In) (In) Material Trunk st2A Peak AVF 189 261 0 003 235 171 16 x 10 ShtMetl st2 st2 Peak AVF 572 614 0 003 213 236 16 x 26 ShtMetl st1 Peak AVF 268 226 0.003 201 174 16 x 12 ShtMetl Bold/italic values have been manually overridden +�-wrightsoft, March 26,2019 ^A „ Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W vl. Return • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 615 793 170.5 0.003 215 260 Ox 0 MtFx rt1 rb3 Ox 0 225 47 1383 0 003 210 140 Ox 0 MtFx rt1A TableReturn Trunk Detail Trunk Htg Clg Design Veloc Dlam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 225 47 0 003 210 140 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0 003 228 260 0 x 0 ShtMetl wrightsoftg March 26,2019 ewr,•rx nw ren• p q Right-SwteC�Universal 2018 18 0 32 RSU20066 Page 2 mor Model B1 MAN JSD\Rimor Model 131 MAN JSD rup Calc=MJ8 Front Door faces W } APPLICANT- s.c.T.M. ►: lova CHAPTER 236 (Property Osrnrr.Design Professional,AgmG— p` C Contractor.Oc6erl — aO S��� o i �3Lot STORMWVATER FINAL yNAME- N�vz,y L ' Section Block W Date: _ 4- 19 �,el- INSPECTION REPORT FORM {i:vie le parr ED COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITE WORK TO BE COMPLET YEPZJ= NA Submit Documentation for Compliance to the Engineering Department for Review 8 Approval. a. Maintenance of Erosion&Sediment Controls _ b. Limits of Clearing&Area of Proposed Land Disturbance. (( [ ^J_ �, QST ��►�+`t' Ut�ILT� c. Condition of Stockpiled Soils. !`(__ d. Verification of Size&Depth of Leaching Pools. �i _ e. Verification of Drain Pipe Installation/Concrete Parging. �_� 4 !.�"�.QgAS_Vt=_�DRA j N-A&F,-, 01.5 r. Driveway Installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent h. Inspection of Gutter&Leader System-Drainage Piping i. Instalation of proposed Swimming Pooi and discharge ring j. Inspection of Construction Entrance/Staging Area(s?. l k. Location of proposedconcrete washout area(s). �_ A final liisixctid)ii.ttty)ri tnu,i be completed piiair to issuance of Certificate of 0ccutrariev. Thedpullcanl has(hive opt ion°fer•ecniricalinn,of drainaye installations * OPTION":1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION':2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION 3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION s: 1. OPTION s:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES: TOS Review NOTES: b 'JR F 0li1NGI\,EE Ili DEP: :Iv7 USL Ui<L5 "" Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved By: � - - — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Datc. Inspection °: s Completed & Approved by the Engineering Department. FORM ' SWCP Inspection Report Form-TOS October 2014 AZ R00-M- 'FOP v 1Yg t� OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex so P.O.Box 1179 54375 State Route 25 ®� ®�® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 `�s' ��' www.southoldtowimy.gov _ a COW N PLANNING BOARD OFFICE t 1 I � TOWN OF SOUTHOLD SEP 2 0 2019 September 10, 2019 }} `9." Mr. Henry Alia ��t:-�.'.;,., ; , �'va;J;�;,�;°•s , Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 3 & 4 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units # 3 &4 of the above- referenced Residential Site Plan have been completed based on the site inspection made on September 5, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these two (2) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, a�az Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager ...mid FOUNDATION � . 611 !' MW�'3'�'i1C�S`' A� ? �. 11171 ROUGH FRAMING& PLUMBING �I INSULATION . ENERGYSTATE •D 6iT f�i !�h.�1.LIMA rA m/ jai k � ADDITIONAL . M - r-wakf 01 OR Matti MEW= r • WORD D ✓ I �' � .�'/� I �i1► _ r Subdivision M4V6f b)A AG' a, Filed Map No'._q Lot Ccond o) c v_�V14rz,U� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction. a. Existing use and,occupancy b. Intended use and occupancy Cf)A b ecs i cip—, 0l_I 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work t (Description) L ' ( 4. Estimated Cost �yU C7 o e..Y U ( j e (Tb'b f e paid on filing this application) 5. If dwelling, number of dwelling units i�. _= Number of dwelling units+on each floor If garage, number of cars Q On 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 bdditions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front, - 4o'-:�=1 Rear �' rI Depth > 1 C? 11 -Height -D5 ' 0 Number of Stories LAJ Sp-M e&J- 9., Size of lot: Front ' Rear Depth 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 _A/NO Will excess fill be-removed from premises? YES NO 14.Names of Owner of premiseslot2tnemUjF Li,,Address ail �9�iuq�ue..i vAgPhone No Cp�,l (vlc,' Name of Architect r'l Address S'Si 1a ��►y Phone No 11' b' �0- Iq r Name of Contractor �Q_-vti2 GS Address — Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1.� 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 V� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any,covenants and restrictions with respect t this property? * YES ANO * IF YES,PROVIDE A COPY. (— STATE OF NEW YORK) i SS: COUNTY OFZ4 kAe_� being-duly sworn, deposes and says that(s)he is the applicant (Name of individual sig ing contract)above named, (S)He is the (Contracto ,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 a ' belief;_and t at the work will be performed in the manner set forth in the application filed therewith. Swornp before me this dayacgq �pof GE u()lU 20 CX , r' Notary Fu lic TRACEY L. Signatur o A pli ant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2a.24R, r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Pians TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 j Survey Southoldtownny.gov PERMIT NO'. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Za V Flood Permit Examined � ,20_tJ nD ��.. Single&Separate D Truss Identification Form JAN 3 1 2019 Storm-Water Assessment Form Contact: Q, .&L Vue,[*vnt&f- Approved Id .20 � Zs` , °?, Mail to: k D. 104 9C>&' Disapproved a/c TOWN OF SO O� �U �� }t �RC1 Phone: Expiration ,20 Bui d Spector APPLICATION FOR BUILDING PERMIT[' Date / 20 INSTRUCTIONS 4 a. This application MUST be completely filled in by typewriter or in ink and submitted tot a 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, 1 f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within-18 months from such date.If no zoning-amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town'of Southold,Suffolk County,New York;and other applicable.Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or,for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and-regulations,and to admit authorized inspectors on premises and in building for necessary inspections. U P) L(- C- (Signature of applicant or narAe,,if a corporation) PX) , 60-1 R09j' CA LkAO cue, Il t 36 (Mailing address of applicant) Stale whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 0��Qin Name of owner of premises (As on the tAx roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of lan,0 onwhich proposed work will be done: L��r Li - 2 N'k CUA Cnc���--�— House Number Street Hamlet County Tax Map No. 1'000 Section 0�)-.y Block Lot TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO: . f Check, SepticForm N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 �. O Single&Separate D Truss Identification Form JAN 3 1 2019 Storm-Water Assessment Form - Contact: Q,\t�r►t�t�i°. ��2�Dl,O�n�,ri�` Z.Le Approved =20 e- Mail to: Disapproved a/c —JL OOF D C(IiQccu t, 119 35 Phone: ) Expiration ,20 -Bui d - spector APPLICATION FORIMLDING PERMIT Date- � - _ 20 INSTRUCTIONS- a.This application MUST be completely filled in by typewriter or in,itik and submitted tot a 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 ekpire if the work authorized has not commenced Within'-12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in'the'interim,the Building Inspector may authorize, in writing,the extension of the permit-for an addition six months.Thereafter,a new permit shall be required. APPLICATION I&HEREBY MADE to the Building-Department for the,issuance.of a Building Permit pursuantto the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or .Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,,and to-admit authorized inspectors on premises and in building for necessary inspections. tk Vvi t)R_' bk U-0 b4 Vh C_ (Signature of applicant or n e,-if a corporation) coq- q08E- ®, tae, 6`� 1 35 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician,plumber or builder Name of owner of premises \ViN(3 `btU I 01e_i f L �+ (As on thCtAx roll or latest deed). If applicant is a corporation,signature of duly authorized officer (Flame and title of corporate officer) Builders License No. Plumbers License'No. Electricians License No. Other Trade's License No. 1. Location of Ian on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section - I nD• y I Block (' Lot �( . t Subdivision koa+P0v-1k V Filed Map No. Lot) L—A _ cCzl)6d0� C uti,cz Q-E- 2. State existing use,and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy CjDA al b (_6 I CVd c"-1 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost kv.bk I R(To e, paid on filing this application) 5. If dwelling, number of dwelling units f`- ,_,l Number of dwelling units6 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 Heibht Number of Stories Dimensions of same structure with alterations or bdditions: Front Rear _ Depth Height Number of Stories 8. Dimensions of entire new construction: Front 40' ®1` Rear 2Depth W Height 'Ds ' 0°' Number of Stories W dSzVm e bj- 9. Size of lot: Front Rear Depth 10. Date of Purchase Name-of Former Owner, 11. Zone or use district in which premises are situated 12.1 Does proposed construction violate any zoning law, ordinance or regulation? YES NO i,� 13. Will lot be,re-graded? YES IVT0 Will excess fill be removed from premises? YES NO Rom►%:. '� v��•f �b� X31 •tv�ld'"�4'�� 14. Dames of Owner of premises wt; ( lion -L Address C`9 - tycct. �i uPhone No. Name of Architect ��- _ IA Address -Mian 0ci ► �A Phone No 1 gipq- r Name of Contractor ee cIS otzmv,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. 17. If'elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect t this property? * YES L,,-'NO * IF YES, PROVIDE A COPY. tii 'ACW t&1q B l— STATE OF NEW YORK) SS: COUNTY OF5 Vim- Ak' being duly sworn, deposes and says that(s)he is the applicant (Name of individual sig ing contract)above named, (S)He is the (Contractd'r,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 ap4betietand that the work will be performed in the manner set forth in the application filed therewith. r Sworn to before me this ?� day of 20�_-__N)4 �_ 11 azw C`X . v Notary Pu lic TRACEY L. Signatur o A pli ant NOTARY P NO 306900 IC,ST ATE OF EW Y K QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,21.' ', UILDING DEPARTMENT-Electrical Inspector a TOWN OF SOUTHOLD Y 1 1 2019 Town Hall Annex - 54375 Main Road - PO Sox 1179 41 �oo� SIA Southold, New York 11971-0959 ., ,c-Telephone (631) 765-1802 - FAX (631) 765-9502 y�6xrraoL roger.richertCa,town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ,� ^ ,c� Date:_ Company Name: � Name: License No.: `-�>l bb r email: eC c>. Address: 7,c� , (S(�. !1 l Phone No.. JOS SITE INFORMATION: (All Information Required) Name: CLY'v lceca t - C N --e' Address: La Cross Street: Phone No.: Bldg.Permit 5 email: �_ia Le SO VYOJ I Tax Map District: 1000 Section: Block: 0).bL> Lot: V BRIEF DESCRIPTION OF WORK(Please Print Clearly) Clircle All That Apply: Is job ready for inspection?: YES / NO RottQb In Final Do you need a Temp Certificate?: <2E / NO C:Issued O 5 � 7/ Tamp lnformati® (All information required) Service Size 1P 3 Ph Size: OSA # Meters _ Old Meter# E Servi - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION o 0 �V \ 82-Request for Inspection FormAs Town Hall Annex Telephone(631)�65-1802 54375 Main Road P Fax(631)`765-9502 P. O. Box 1179 Y1. Southold, NY 11971x. 'BUILDIN IRTMENTI.,', • "�.i V", NOTICB,`DF 'W( ILIZATION OF TRU �jr C. N """thuctION. PRE -EN ED 06 NSTRUCTIONA TION11WAt11 CO 7 .y*�'A 4, Date: • , Owner;, V, LI IlJ VPvoperty: �Irl,, Locat]!Okm �4 9 t0 P J4 o ice k"litppli Pleap t, that th6fO,, dabl"O W Z. T, comme Atu rdiatw Si ;addition to qgi4l hp, q 'dehtipl A R, h,a bl.11 I I i a U P �t_ SU ial or resld6*htI0hhP ,W c RN" ture To to be .dons rty referen e 8 (check ........... W structioft(77), > Cr 'god construction (PW) pre 4 'Timber cons .I 'following loq�tio C in the' S) 7 Fjooeftarning, including girders" '66ams (F) Roof framing (k) Floor and roof,fr 11 FIR) . Y ,Signature: iFIT N 0�.Sq lml. Ing A".JN Capacity(check,applicable line): -iO yl� lOwn e r representative TrussReqMdocx • Effective)/112015 j,� Q V t3 i i «, Jt r• +" `k,sir+ k, it s:r> t t.F y.�',1t tit '.��'.��j r�'J�*S+�-y�� ��>r��{���,,,,�a�f♦'� S�'y(�ot.Y'+.L A,ty.'�Rist�. ;i����[Gft'�.4�]y-svp�.. iYf LY YJ'r �I. ��Y'j-'•.1.M�~• i•+,'���ff k7,r +�'J Tl`.iy YA� �y ?�t�a�(rz+r +�af 6-�'K� rrM 't''tt��..��t,�"�" �t'`r;s("+',Y*;G• �r�'r''"4?i.�yal.° YF �'�r rr r�✓i�t'3'r`'� t �� •1'Lis'L't - �Y � l+ t\ C�„A'i�T 4tt ✓ 'w�' j a'�' f R M r v t • � �f t✓J.',�.? as- ; x C� ��F''�f Jt f i'. }~i;�•{Y��'+�Jt r �} r ♦ taV � h J t7 a y n i,e yfdC4r Y t'i+ +M e:Sri!' t ff a' ry�'i t�sr �hx�♦{' .�'�a�' �� ���� � r• F�� °a`.�'"�a'X r r5 '•r�r�I,4k 4W ,�"A,�}YGt�A� f A r• M^,� ��a"�r'i� a _.�+4s� ,i`�3+x�. �r.�ls}., ��rW+t 1 r�u9 m�4 � +. r,aw s'4~ �.�,,.g�; a r✓4 r �rr s��^ 4 11-ra`Lid +ri�Y ���4t. }�„i*, x '� a ri +�� �•, r hiyv � }tnA♦ it��+ ♦ a ♦ t't k'�r t t �r 4 ,. 41{ M ♦ I i 7- f tr� W. ry J 4 } , +� �p r 1 A A+ �f�a�� k v aa� 3 t ,, + t44nL,.i%<'a♦�t.1�»_.ex. {4*i� rrs�°s 'fit!1 ttu+ da1�Yx ,� �i; ,r :t d r t ` ,fM rr ♦� b r yTe ,AT �.rPM sJ n i r� `f Ai^�" t }ir � Nr'ti fts i w z Nf J r� fir% irY n ft• +tri m r � ni?�i �yda'(t'; FLOOR FRAMING, INCLUDING GIRDERS AND I�EAMS r k * M,rtik� � q ♦ rEs`+♦;.Cn"`��+.,F QN„ t I�° a + � G �A'� i �����A}�i k°rig � ♦`ti i� � � r"� i0"'�y ;,us z � y��arte+s� r�� �♦ rr 7 vss P 4�j,"'9' �iIJ�ltA.���+1!�,'a � (a r*,T..txPl' A, '+fr�'._. !v+-�f♦3'4 t �i+S. t `3"a♦'+ 4adtir�,r4 ,,�� fir • '�"a�` ,r°»f, € ��'�r'♦�*•,,e.� �tFi 4,M'�ss y�J+ry y ra"a♦,�,__t � i{' �pr,,��,��y;X'�����to RJ+��r F ��4�,pr'�° ���.�'��D� i�� W c b'._ ' 3# ryY� rl � � 'C ff i �♦ i t 7 i r Y h i r•'d r v 1 a 1. 6 "i'3�t � ���Bu���fW'w'6?C�'ttia�. r a1 i���il�r""�i�}��I4341t�r r a E4 a�.w z - �`r.`"r�i3f'fM'tAf 3rL T��j 9'i♦�.y'Ka:'.F ,r • Y F .yy' t.f t t•t' } � k tl a .,J •} �}i •� 1 Y i r^�_. 4n T �'--Ay � Yl fY '� W_ ��� � � M �' P♦ :.r �`Y 1 ..r i v t: t�•_ _M1: k�i�'A-. :�S .r ' J �i V �r � � �'� s� t,.{t '� G ���w� ti,_. '�r.:.,nn Y� r t t w »r 'ROOF-FRAMING �.xr J W - 6�. cA o - • r r r r r If CD O frf , Ir rr f n O 1 C r PROPOSED PATIO LOCATED' WITHIN SETBACK TO BE FLUSH W/ GRADE r AND NOT COVERED 9 r EXISTING CHAIN LINK FENCE TO 273.68' (D Dy REMAIN f `Ssr•- _ — - _- r - - _- - __- - — — — —�/— 977 - - A = - c \ � Vo v ( o ti 6' n p ,N m o LA D 0 r P'` �,3• � I RI W4 • R`-1 s - _ PROPOS E LA {` NATURE TRAIL =` k� (PERVIOUS GAZEBO I R �. PAVERS) + IS3' _ I lb LA PROPOSED UNMAN NED _ . . _ F. �1 + BOOTH :.. •• • .�,t- � �� _ r _ _ �a ",�:t;_, =_ "=;fix,-�• �- �'- - �9 BICYCLE LA. RACK eL f; R1 Rl- - �A _- �ary5`_ -�'�r�Y�'S�-s3".^...+i x.'�• V=��4�_ _3"r -_ `.�^ - - - • ,- _- .� -_;4u�`-u`�• - 3 �, "�,��a€�'` -•,nam.."`�:�,�;�c - - , D - "' 75' BUILDING ETBACK STRIPED -° R1-8 �y0 CROSSWALK •- �'•^�� u� � k�r-r- Wl Iti A SLLIPL AS FOLLOW UNLESS OTHERWISE NOTED: ° STANDARDS: SPECIFICATIONS SHALL INCORPORATE HE PROVISIONS ' OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 0 BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED . 1% IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. AL. WATER MAIN TO BE 10" WITH 6"" HYDRANT STONES FOUND IN HE TRENCH SHALL BE REMOVED FOR A DEPTH ER SERVICE CONNECTIONS TO BE 1". OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. • COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH MINIMUM OF 10 FEET OF SEPARATION BETWEEN OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT SEWER/DRAINAGE LINES. FREEZING. e / MINIMUM SEPARATION OF 20 FEET FROM SANITARY BLOCKING: ALL 'TEES, BENDS, PLUGS AND HYDRANTS SHALL BE '0 ALL DRA"S AND DRYWELLS. PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED TO PREVENT MOVEMENT. 1 MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING JD WATER/DRAINAGE LINES. SERVICES TO BE INSTALLED BY PSE&G AND PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: JD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC a PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE RATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. fER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCO DANS E� WI H�AWWA STANDARD BE 651-86SINCOR TIN HE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, . CONTRACTOR.SHALL ENSURE ALL CROSSING a BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER oIET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF 4ES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR 1E INSTALLED UNDERGROUND. PORTION HEREOF. Habitable Garage Area Unit Numbers Area (SF) (SF) Total (SF) Harvest Poi nte at 77-124 1,999 486 2,485 1,3,8,10,12,14, CUtchogue 21,23,26,27,29, 363 1,962 CUtCh®gue, Ne�V ®II'k 1,33,36,39,41,45 1,599 6,47,49,50,52,54, Town of Southold 58, 59;68, 72, 76 No. - Revision - 2,5,6,9,11,13, Date pppyd13 TOWN/SCDHS REVISIONS 7/28/17 AVL 19,20,22,24, t ;,28,30,32,35,38, 12 TOWN REVISIONS 6/14/17 AVL 1,42,44,48,51,531 1'599 363 1,962 11 SCDH REVISIONS 4/7.2n7 AVL ',60,62,64,66,70,73,74,75 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL —-- — — 9 TOWN REVf4ION5— -- --- - —3!27/17.- —AVL F_ - 1,7,34,37,43,55, 8 SCDH REVISIONS y f L,63,65,67,69,71 1,599 380 1,979 3/9/17 AVL " Desi n w� ;:�,., •s �� -� <�.;�_: , - . i r. sY ^Cheticetl b 1~="=~=:K'•c-:-z� .,'z,��=�',N.E:15,16 17'18 1'999 408 2,407 Issued for Date N/A 6,188 N/A 6,188 July 10, 2015 SCTM: 1000-102-01-33.3 SC®HSApproval • _ fa SOFFOL9mOUMY Ot-:mmaw OF 6 adU:M SERWCiES PERW FOR APPROVAL 0 CONST ON FOR A IING�F "f 51ESIDENCE 0%,Ly re- 17 d DATA APPROVED __ 1� V�� Drawing Number FOR MAXIMUM OF �� BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL OF New Y0 C =400-.' .11 U Sheet of i 1� 9 2 ESS to Project Number 29305.00 SCDHS Reference # C10-06-0013 �a All NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS, PLANTING AREAS.ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, D a` 111 D PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209•FORANY ,i PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED I PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH APR 1 5 2019 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED, SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY -- -`--- "' '�-9•-- NO PHYSICAL"EASEMENTS ON PROPERTY-UNLESS NOTED RECORDED EASEMENTS TOCI71►T® ' ® U OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED " TOWN L�,� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETAT70N,TREES.PATHS.DEBRIS OR ANY OTHER CONDITIONS Pl OTHER THAN VISIBLE PERMANENT STRUCTURES • �Rp COPYRIGHTO NELSON&POPE.ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN l9c PERMISSION OF THE SURVEYOR ��V .cp of THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL Q MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER PURPOSE ° Lr-z' 0 0 0o lilt G o9 20� ell, 3LIS I 2�g3 .0 tk 0r'�^60 moo. -- ° Q Wa1 's q `t o `�� 1 S 65026'53" E 49.54' Q I 0 c2% �o R=275.00' cn F— M L=77.85' 167.99' (ACTUAL) �A 0 2$ Z S52°55'20"W IV w N O 03-14-19 FOUNDATION LOCATION m 0 o I FOUNDATION AS-CONSTRUCTED SURVEY FOR a N rn o I UNITS 3-4 UNIT-DESIGNATION MAP OF - M TOWN OF HARVEST POINTE CONDOMINIUM 1 S 40052'38" E m fn I U) SOUTHOLD FILE NO.:471 FILED January 09, 2018 25.43' T " SITUATED AT IFI ®f- NE� CUTCHOGUE 552055'20"W I �� 1'® TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 19.37' _ _1_ _ _ �Q. y OPN\Jf1D p�T S C.T.M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 7&8 Z W L, - NELSON & POPE LL W D_ cr ENGINEERS & SURVEYORS i ! _ ) 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 u- SCHOOL HOUSE LANE u E -7 PHONE(631)427-5665 FAX(631)427-5620 cn 0 .06021b � WWW.NELSONPOPE.COM is Cjv� DRAWN BY: MH CADD No.: SCALE: A N® 00026 I CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I 1"=30' DATE: 03-27-19 PROJECT NO.: 00026 it - - - - - � 44 T NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS.POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, _ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE PG ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ,alb- THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION ,� G� �QO+ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O `N_VV SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY v O OR RNO IIGHT OF YSICALEASEMENTS ANY,NOT SHOWN ARE NOT CERTIFIED ORDER EASEMENTS UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 6 Q G P4- AS TO ACCURACY.EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN /nJ Q� .9G O�G• O PLAN DATED 7@7118 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED �Q G 0, TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP N Pg� CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR /A�1n Fj coo O,ply FURTHER DESIGN FL: �tp sISS O(�'Q c'� s�0 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, �? a• SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 0 ;p, O.\ "� �O fC� OTHER THAN VISIBLE PERMANENT STRUCTURES S COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, �O - 0 \ 1 RECORDING OR BY ANY OTHER MEANS,OR STORED.PROCESSED OR TRANSMITTED j 20 \\ EtPG `a IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ,O,(p�I •�<J �� !y9` / G� \ GP' PERMISSION OF THE SURVEYOR SZA g3 0�� 11 o GP� /Ile 0 >O_`GJ� SHOO ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT \A <, h Y 5129 FGFLLJ ' S 65026'53" E U 00o�G�'o 49.54' Q I C) s� z 0 A, a� I-•- ,., R=275.00' ti L=77.85' 167.99' (ACTUAL) A S52°55'20"W �GO °a9 �'o�o`° OCT 2 1 2019 - CD �y a wrnI d ��� m N o I ����Q 5,; �;°; abs S 40°52'38" E n'- '- I cl i TOWN OF �'. t Y. ? 25.43' m U) SOUTHOLD S52°55'20"W I 19.37' — �-- — — 03-14-19 FOUNDATION LOCATION FINAL SURVEY FOR C7 . 08-06-19 SANITARY AS-BUILT UNITS 3-4 UNIT DESIGNATION MAP OF U- Ill Z W 09-12-19 FINAL SURVEY HARVEST POINTE CONDOMINIUM 1 � � SCHOOL HOUSE LANE FILE NO.:471 FILED January 09, 2018 it L5 U) SITUATED AT CUTCHOGUE R OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T.M.DISTRICT 1000,SECTION 102 01,BLOCK 0100•LOTS 3&4 (9w fi ° - NELSON & POPE .�' ENGINEERS & SURVEYORS i I-n 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 Z WWW.NELSONPOPE.COM 050 13� -l® ® INDIVIDUALSURVEYS SVDRAWN BY: NP CADD No.: 00026_1 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I p DATE: 09-1649 PROJECT NO.: 00026 1"=30' li All S\' NOTES. ' - THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE " PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE G NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION Ile G/ IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 4i PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY G PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF GJQ- I __ _____ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND S\ \• �• 4 C THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OFTHE ALTERATION 'I 00+ I � � � COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED '/G �O !� � ?!U SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY �, 1 ® t NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS -a 'G j \ Lu OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED Z /BOO • FFFjjj—Y�/ �L V, I O I '� �" �t "^ 1 UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED '� .•F',.-..., f /7; Da t 26 / GJ = ['� c 0 CL)" AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE �W �) 47 E ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN I� o _ I ` ✓ G� vi S\ O(�" A �� PLAN DATED 7/21/19 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED 9LQ�° �RVgT O `��• '...ar' 3i TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS CJL.J THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP QG �\ .P�FQ C ^1• cam\ �L p CIS CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR ���\ �Gj �O c?° �y GPG 9� S O Lt. C} , a FURTHER DESIGN SEP 2 7 2019 �- 2 . o q s, s °��s� ����� `ATF a I ® = —A�Iej ,. "9LQ'A O �' Q(n �> (J _ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE _ s 'P •6% y; e� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �% ' l e - SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS N. 3� S�° �" s: OTHER THAN VISIBLE PERMANENT STRUCTURES ? , s¢' T` �'�U \ 6T cs+ ° s gg \ s�, �° �d`p�y AQP-� > \ cc �, o a� I ® COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS 'pulS'-, '>.� ';:4 y.',~I 1• ,;-�,� z' y O >` 9• v t<i �' RESERVED NO RECORDING OR OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, �y p \ O [L 3A- \ O�F,p ^ \ G�( \ �'• 'Y� U LU .,.s� BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED ¢O U]L IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN F \ Gp.` -``\� 2� 1 �•'(t� � $ PERMISSION OF THE SURVEYOR /��p l \G „`O-Q'(� _AG'� \\ // v` a d; O vq ,,.-.,,, YJ ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT O 33 \ 5 P i\ O. >t> �3� SHOWN �� A J $0 Ct50 Co / 5cp �. O 0 L� c �' 2 ) g 3 ALL SANITARY PIPING 4'SDR 35,TYPICAL o. Q LL \�3 �,� �Q� \ o ® .T SANITARY SYSTEM AS-BUILT TABLE a,,,l, STRUCTURENAME TIE A TIE B ~ I 'q' ,3�O -AIS `("°C\G� S 65026'53" E U G s ,�o s\\ e, �'d ,' �� d \� ,,,R UNITS#3-4 49.54' Q I ti s� a12 0 lac ��\g SAS \�,��;P315 ST-1 32.5 52.0 R=275.00' ce) o�05� ; � G�Pa�`r'��A$Io = ST-2 35.0' 56.3 I jp o h c,� n e�, LP 26.9 73.0 L=77.85 167.99 (ACTUAL) lb m�G I W S52055'20"W ° 0� � �®Ry rn L6 O I lc\�' m ° _ 2 W N O) 3� Q O fit ® S 40052'38" E m "'' '= I TOWN OF \e 25.43' m SOUTHOLD r �a 59.37'520 W I YOB se U q 919 �I 03-14-19 FOUNDATIO L ION F � G SANITARY SURVEY FORLa ",,-•_a-GRI��a,t_ t C7 00-08-19 SANITARY AS-BUILT UNITS 3-4 UNIT DESGNATION-MAP��OF !'' i � w HARVEST POINTE CONDOMINIUM 1 _r u_ � SCHOOL HOUSE LANE January� � FILE NO.:471 FILED Janua 09, 2018 (n SITUATED AT CUTCHOGUE- TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFREN CE NUMBERS&AREA'S S.C.T M.DISTRICT 1000,SECTION 10201,BLOCK 0100,LOTS 3&4 UNIT No. HD RREF No. 1HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA ) - NELSON & POPE 3 R-10-17-0057 1,599 S.F. 363 S.F. 1,962 S.F. ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 4 R-10-17-0058 1,599 S.F. 380 S.F. 1,979 S.F. PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS ( 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I r V.=30' DATE: 08-14-19 PROJECT NO.: 00026 o® Unl �s 3 �� poa� FRA v1®G UNTIL SUR 1 TH OF FOUNDATION LOCATION NAS EE APPROVED. APPROVED AS NOTED Blower door DATE: B P # and ductwork FEE: 1'76 ���a BY. L testing required. NOTIFY BUILDING DEPARTM T :AT- 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE Must provide Manuals 2. ROUGH - FRAMING & PLUMBING D, J and S as per 3. INSULATION NYS Energy Code 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR Fire separation DESIGN OR CONSTRUCTION ERRORS. required as per NYS Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES PLUMBER CERTIFICATION AS REQUIRED AND CONDITIONS OF ON LEAD CONTENT BEFOPt- '7M CERTIFICATE OF OCCUPANT . SOUTHOLD TOWN PLANNING BOARD SOLDER USED IN WATER ES SUPPLYSYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. ,ALL-PLUMBING '"WATER I_IN OCCUPANCY OR USE IS UNLAWFUL. ELECTRICAL INSPECTION REQUIRED WITHOUT CERTIF iCA71 OF OCCUPANCY TRUSS PL.ACARDING REQUIRED DRAINAGE INSPECTIONS ARE REQUIRE® i teror All exlighting Contact TOS Engineering at 765-1560 before g g Backfill,OR Provide Engineer's Certification installed, replaced or that the drainage has been installed to Code. repaired shall conform to Chapter 172 of the Town Code R I F A ITH TH APP I A R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE 8405.1 � 17 YORK STATE U (FOR CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System Z 20 N N R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. ATE CODE SUPPLE E PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in UNIFIED SOIL 2017 NEIN YORK ST NT ( R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION VOLUME 2017 YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE floor-ceiling assemblies under the following circumstances: SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL D o N� bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GRouP SYSTEM CHARACTERISTICS POTENTIAL EXPANSION � � � 017 YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. SYMBOL 2 NEYV R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, O � n 2016, EFFECTVE OCTOBER 31, 2017) 8316.4 Thermal barrier. Unless otherwise allowed in Section 8316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FINES coop Low Low 6 2016 N FFE (2015 IRC 2ND PRINTING) border of not less than t% inch gypsum wallboard. 8302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch 8316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GooD Low Low Z �.. _ 2016 NYSEC (2015 (ECC 2ND PRINTING) LITTLE OR NO FINES TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, Q N CU Exceptions: P Y P rp P LITTLE OR NO FINES GOOD LOW LOW s.. =O - r SECTION 8101 2. The s ace is entered onl for u oses of re airs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, ~ `E� � co r- 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/s LITTLE OR NO FINES GOOD Low Low j -(1) ao U > inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW J shall a I to the construction, alteration, movement, enlargement, Section 8303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low � - rn N } 8101.2 The provisions of the International Residential Code for One and Two family Dwellings ppy it a ui ment use and occu anc , location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section 8316.4 subject to all of the following: C U) GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z _- replacement, repo , q p P Y L Q"�`a °' than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3U inch. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q x � r> plane in height. Exceptions: 2, The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U W ns c' 1. The glazed areas need not be operable where the opening is not required by Section 8310 and awhole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low ❑ _ � `a 00 R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GRouP 2 SLIGHT PLASTICITY supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, M `- illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM Q) m CLAYS TO LOW `^ ervativel treated. �J 2 ' section. Where fire resistance rated construction is required between dwelling units or due to location on property, the 8303.8 Exterior stairwa illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways 8317 All sills and plates on exterior foundation wall to be pressure Pres y 8109.1.5.1 Fre Resistance Rated Construction In p Y a section of such construction after lathin or gypsum board or gypsum panel products are in place, but before any plaster rovidin access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum building official shall require an In p 9 P 9 is applied, or before board or panel joints and fasteners are taped and finished. flashing. 8404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section 8305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. cumentation of elevations re uired in Section R322.1.10 shall be submitted to the building Ceilin Hei ht wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or 8109.1.6.1 Elevation documentation. If located in a flood hazard area, the do q g g official rior to the final ins ection. ini um ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Feld treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4, has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. P P 8305.1 Minimum height. M m g g 9 9 Exceptions: 8317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section 8405 Foundation Drainage contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or Z 8202 Definitions: 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 inches by fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be O Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. 30 inches at the showerheod. 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the H Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according 0 finished floor. (timate desi n wind s eed R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table 8405.1. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the u 9 P R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes Vult Is 130 m h or renter. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers I� ( ) P 9 shall be Arabic numbers or al habetical letters. Numbers shall not be s elled out. Each character shall be not less than 4 inches in hei ht with a ~ 8308.4.2 Glazin Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the P P 9 Section 8406 foundation Waterproofing and fed, fo ndati Z g � stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to 8406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z visions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the limitations of this code bottom exposed edge of the glazing is less than 60 inches above the floor. 8301.1.1 Alternative pro q facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a Q he desi n shall cam I with the International Building sition. spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement and the limitations therein. Where engineered design is wsed in conjunction with these standards, t g p y 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed Po monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. U Code. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. N I o nd Platform Lifts O 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDIT10 ) door. Section 8321 E evat rs a 8406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) � , ^ R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME heio ht and covered with stri s of 30 ound asphalt pa er or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. u J R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. 9 P P P conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: A17.1/CSA B44. The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. M demonstrate com liance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 2. Glazin 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Q ` r J P R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder Z system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, inclu ded in the 9 sco a of this code. Section R322 Flood Resistant Construction material, If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of P Section 8310 Emergency Escape and Rescue Openings HAVE AT LEAST ONE EMERGENCY ESCAPE AND R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. � T � he (timate desi n wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24 F...1 8301.2.1 Wind design criteria. Buildings and portions thereof shall' be constructed in accordance with the wind provisions of this code using t u 9 RESCUE OPENING PER SECTION R310. (Egress window & window well) speed in Table 8301.2(1) as determined from Figure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor, The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. TABLE 8301.2(1) 9 y P p 9 g enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the „ CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 8310.2.2 Window sill height. Where a window is provided as the emer enc esca a and rescue o enin , it shall have a sill hei ht of not more than 44 inches above 8502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48 o.c, max. where beam is not located under wall to allow for piping or vents. ~� the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean th of not less than 36 ni I lumbin and electricals stems. Electricals stems a ui ment and com onents; heatin , ventilatin , air conditionin ; lumbin 8502.6 The ends of each joist, beam a girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches on FLOOD 8310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and wld R 322.1.6 Protection of mecha ca, p g y y q p P 9 9 9 P 9 DESIGN UNDERLAYMENT Freezing Annual a emer enc esca a and rescue o enin to be full opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or masonry st concrete except where supported by the use of approved joist hangers. op+ SNOW SPEED Topographical Special Wind DESIGN FROST LINE TERMITE DECAY HAZARDS inches. The area of the window well shall allow th g y p P 9 Y CATEGORY WEATHERING TEMP REQUIRED Index Temp ical de th reater than 44 inches shall be a ui ed with a permanently affixed ladder or steps usable with the R322.3. 8502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. � w LOAD (mph) Effects Wind bourne DEPTH 8310.2.3.1 Ladder and steps. Window wells with a vert p g q PP II ave an inside width of not less than 12 inches, shall roject not less than 3 inches from the Exce tion: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, LLI Region Debris window in the fully open position. Ladders or rungs sha h P P � zone wall and shall be s aced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these P or ro er drains e b connectin to the buildin 's foundation drainage system required by Section 8405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. �_ 36" MODERATE SLIGHT TO g Yes X 1500 8310.2.3.2 Drainage. Window wells shall be designed f p p g Y 9 9 effects of buo anc , durin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted 20 130 NO (B) SEVERE TO HEAVY MODERATE Degrees an approved alternative method. Y Y 9 9 9 9 Y P 8502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design 00 to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. rofessional where re uired b the statues of the urisdiction in which the ro ect is to be constructed, 1 4 Ex osure cote o Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with P q Y 1 P I 8301.2 p g ry the United Soil Classification System, Group I soils, as detailed in Table 8405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate ❑ w O 1. Exposure 6. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings infiltration of flood waters into the system in accordance with the plumbing provisions of this code. or lar er. Ex osure B shall be assumed unless the situ meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the Section R506 Concrete Floors (On Ground) 9 p R506.1 Concrete slab on grades to be min 3-1/2 inches thick. feet extendin more than 1500 feet. Ex osure D extends downwind R311.7 Stairways elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 2. Ex osure C. Open terrain with scattered obstructions (having a height less than 30 g P in s above the ermitted handrail hei ht and below the required headroom height. 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing P R311.7.1 Width. Stairwa s shall be not less than 36 inches in clear width at all pot p 9 , .i 600 feet from the partially obstructed area. Includes flat open country and grassland. Y � R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: Handrails shall not roject more than 4 % Inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. . Flat unobstructed areas ex osed to wind flrowin over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 P f i are rovided on 1. Be used solely for parking of vehicles, building access or storage. U 3. Exposure D P 9 the unobstructed area. including treads and landings, shall be not less than 31 � inches where a handrail is installed on one side of 27 inches where handra Is p Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I feet from 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section 8322.2.2.1: j both sides. according to the United Soil Classification System in accordance with Table R405.1. stairwa s shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F- Sto Hei ht. The wind rovisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported 8311.7.2 Headroom. The headroom In y on the exterior of the enclosure walls. 8301.3 ry g P of have a vertical rise larder than 147 inches 12'-3" between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Goroges, Q bearin wall stud hei ht ermitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall n ( ) R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: 9 9 P her unheate c esso structures. provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of 8311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 1, There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and of d a c ry � ( ) Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. �./ temational Buildin Code. I be rovided on stairwa s with solid risers. flood elevation, each area shall have openings. ~ resist wind loads shall be in accordance with the In g Section 8l b Wood Wall Framing IZ 8311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 J4 inches shal p Y 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade 8602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables 8602.3(1) through 8602.3(4). Wall sheathing 8311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. 2 2.2 Townhouses. Common walls separating townhouses shale be assigned afire-resistance rating in accordance with Section 8302.2, Item 1 or 2. The common it or stairwa s shall be continuous for the full len th of the flight. shall be faster�d directly to framing members and shall confirm to the requirements of Table 8602,3(3). 830 8311,7,8,2 Continuit Handra s f g 3, Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Y Y shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O accordance with Section R30 2.4. 8311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 1. Where a fires rinkler s stem in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 2q inches. Each tread shall have a depth of not less than 6 inches at the wa►kline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or a Ove a ase p y floor elevation plus 1 foot or the design flood elevation, whichever is higher. assembly tested in accordance with ASTM E 119 or UL 263. be more than 91 inches. Headroom shall not be less than 6 feet 6 inches. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE 8602.3(]) FASTENING SCHEDULE infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section 8 on Mezzanines TABLE 8302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPT N FASTENING (a,b,c,d) � EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. CE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 8311. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL H WALLS FIRE-RESISTAN following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o NOT FIRE-RESISTANCE RATED 25 feet R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, OVER PARTITIONS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened columns and posts. position. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL TABLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 3. 0 erable windows that are rovided with window o enin control devices that com I with Section R312.2.2. p P P 9 PY enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 6, RAFTER FT ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE D COMMON. TOE NAIL Section 8313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RAFTERS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. WALLS NOT FIRE-RESISTANCIE RATED 3 feet TWO O COMMON. AIL Section 8313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL tinui The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C, FACE NAIL Tri R302.2.1 Con ty Z deck or slab. The fire-resistance rating shall extend t:he full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL 0 assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL > R302.2.2 Parapets for townhouses. 13D. 1. The parapet shall ext end not less than 30 inches atbove the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 161 COMMON N 16"0/C FACE NAIL red in the recedin two cases where the roof covering complied with o minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24"MIN LAP SPICE EACH SIDE OF J01 FACE NAIL Exception: A parapet is not requl p g Q he roof deckin or sheatlhin is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NEPA 13D. Section 8403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 2-1 D T 16". FACE NAIL N ASTM E 108 or UL 790 and t g 9 f 8 inch T e X sum board is installed direct) beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2 16D AT 16"O.C. FACE NAIL each side of the wall or walls or one layer o 5/ yp gyp Y Balconies and decks. S rinkler rotection shall be rovided for exterior balconies, decks and ground floor patios of dwelling units where the cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists r maril of cls or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or p p p y y 9 p p' g g P 9 P� Y Y walls and an o enin s or enetrations in the roof ares not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any inorganic material or fill. Y P 9 P FOUR 8D COMMON. TOE NAIL of re uired where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 3. A parapet is n q 1 lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment 21. TOP PLATES, LAPS AT CORNERS I INTERSECTION 2-16 MM FACE NAIL rating. The wall shall be rated for exposure from both sides. 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE SD COMMON. TOE NAIL R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. Section R314 Smoke Alarms 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to ow air entrainment W W R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Exceptions: 8314.1 General. Smoke alarms shall comply with NFPA 72 and Section 8314. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O,C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 � 0 1. Foundations supporting exterior walls or common walls. R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 0 r 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. isolated Iain concrete footin s su ortin columns or edestals are ermitted. P 9 PP 9 P P 31. WOOD STRUCTURAL PANELS: SUBfL00R, 6D COMMON (WALL) 6" o/c at edges and --I o R302.3 Two-famil dwellin s. Dwellin units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour 8314.3 Location. Smoke alarms shall be installed in the following locations. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with)� inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W � Y Y 9 9 and be v fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to 1. In each sleeping room. wall and wall assemblies shall extend from the foundation to the underside of the roof sheathin . anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third o SD COMMON (SUBFLOOR) supports (see note f) W w tight against the exterior 9 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and r shower. rites. - Exce tions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub o located not more than 12 or less than 3.5" from the end of each plate section. Plates shall be protected against decoy and to ml a. All nails are smooth common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Z P h i u ver a bendin ield r the follows: 80 ksi for shank diameter of 0.192" 20d common nail 1.A fire-resistance rating of t� hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 8314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in connections shall ave min m m a ag g y st eng as (� 13. a location required by Section R314.3. TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. � 4 e uired to be fire-resistance rated b Section R302.3, the supporting construction of such assemblies a alarms shall not be installed less than 20 feet 6096 mm) horizontally from a permanently installed cooking appliance. 8302.3.1 Supporting construction. Where floor assemblies are r q Y 1. ionization smok ( Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically LLJ shall have an equal or greater fire-resistance rating. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed 8302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end v cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. from garage into habitable space: re min. fire rated ales self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ tructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) R602.3 5 2x4 wall studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of one floor lus roof ceilin assembl . 2x6 R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be cons 14.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section 4. R 3 S 8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY ( ) 9 PP P / 9 Y = No. 26 a e sheet steel or other a roved material alnd shall not have openings into the garage. n such a manner that the actuation of one alarm will activate all of the alarms in the individual dwellin unit. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: Iii 111......,,, g g PP 8314.3, the alarm devices shall be connected I 9 AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY ( ) of R302.6 Dwellin - arae fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. V Where designed by in accordance with accepted engineering practice or where the ultimate design wmd speed is less than or equal to mph, f-. c� 9 9 9 Attachment of gypsum board shall comply with Table 8702.3.5. The wall separation provisions of Table 8302.6 shall not apply to garage walls that are ONE No. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY �8 2X6 2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 1 S feet when Section 8315 Carbon Monoxide Alarms AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY C7 m perpendicular to the adjacent dwelling unit wall. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z sum board on arae a side 1 2 inch e X sum board on opposite wall side at habitable areas. 8315.1 General. Carbon monoxide alarms shall comply with Section 8315. R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing � R302.6 Garage walls: 5/8 inch type X gyp g g / tYP 9YP su board 8315.1.1 Ustings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be fisted in 8302.6 Garage ceiling: 5/8 type X gyp m partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z � � U r hon 200. 830.9.2: Wall & Ceilin accordance with UL 2034 and UL 217. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (D ❑ / ❑ ❑ 8302.9 Flame Spread & Smoke Density Index, 8309,2.1: Wall & ceiling finishes shall have a flame spread classification of not greate t 9 8315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections 8315.2.1 and 8315.2.2. R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for U) finishes shall have a smoke developed index of not glreater than 450. 8315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following Conditions eXist. MINIMUM VERTICAL REINFORCEMENT BAR ? R SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure 8602.6(2) Notching and bored hole limitations for interior non bearing walls & figure 8602.6.1 top plate LU ,,, � F R302.11 Fire blocking shall be provided in wood-framed construlction in the following locations: 1. The dwelling unit contains a fuel fired appliance. framing to accommodate piping, 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails 0 _� SEN ROQ �O 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: DESIGN LATERAL SOIL PRESSURE OF 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) � �pj WAIL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH (FEET) (FEET) Do not backfill with any soil containing silt or clay. �I' I�-, `--� ( �b 1.2 Horizontally at intervals not exceeding 10 feet. 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings, WALL THICKNEss (INCHEs) D tvr� r rn nclosed s aces under stairs shall com I with Section 8302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. s 10 12 v � ottom of the run. E P Y 3. In concealed spaces between stair stringers at the top and b P LLJ ssa a of flame and � ��\ "'�r H c � ith an a roved material to resist the free a 8 7 NR NR NR = `TI �` .' ' 2m m 4 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, w pp P 9 products of combustion. The material filing this annullar space shall not be required to meet the ASTM E 136 requirements. s s 5 ® 41 NR NR U .�'v' y 5. For the fire blocking of chimneys and fireplaces, see Section 81003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 s 6 ® 4t 5 ® 22 NR ��� alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. I1' . 6. Fire blocking of cornices of a two-family dwelling its required at the line of dwelling unit separation. NR denotes no reinforcing required. ❑ / R302.11.1 Fireblocking materials. Except as provided In Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. �R�� 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than 3fj inch. 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB BER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. O 1 V O 5. One half inch gypsum board. 6. One quarter inch cement based millboard. T T W 7. Batts or blankets of mineral wool or lass fiber or other approved materials installed in such a manner as to be securely retained in place. V NITS 3 (MODEL D) SHEET NUMBER 9 Q 2 4 MODEL B - 1 w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN U Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ULTIMATE DESIGN slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W E MINIMUM NAIL PANEL NAIL WIND SPEED V ult 9 9P 9 P 9 P 9 PP � a SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause CONSTRUCTION AND OR TIMBER CONSTRUCTION U � 2 MINIMUM MINIMUM MAXIMUM WALL wooD NOMINAL PANEL STUD SPACING WIND EXPOSURE _ N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: � 6" DIA. V 3 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED O U �-• (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY PP 9 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. PANTONE (PMS) #187 V a, a2 RATING (INCHES O.C.) (INCHES O.C.) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. NZ t � e C D TABLE N1102.1.2 (R402.1.2) tv = 0 3. Other approved materials. O i rn as Insulation and fenestration Requirements by Component CI I L COMMON 1.75 24/16 7/16 16 6 12 170 too 135 Aplastic pan shall not be installed beneath agas-fired water heater. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL I- R602.3.5 Braced wall panel uplift load path. p ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE in and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR sHGc R-VALUE R-VALUE R-VALUE DEPTH WALL Section U101 Scope EFLECTIVE Q o story) shall have the wall sheathing g R-VALUE z WHITE +� c4 >: I 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. _ F- N �Z _ . practice. 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Co U MARINE " Q •- rn R802.11 Rafter or truss uplift force. Section 0102 General Definitions -21 1/4 Exposure 6 N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar �' x r> For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exp 1/2" co Lu not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of U Q o ea oa Span (ft) 12 18 24 28 32 36 42 48 P q q / 9 photovoltaic or solar thermal system. TRUSS IDENTIFICATION WITH 19 SIGN STROKE ^ insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 U lift Force 117 149 182 203 226 247 281 314 ❑ V M ao P � N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Increase x1.09 for itch < 5 12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. P P P Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE IXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN W ch P / ith ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN tI R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance w Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANIONE and shall penetrate the wood not less than 5/8 inch. R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)F87, ;4 a ubfloor decking. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with R702.4 Ceramic Tile. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the s SECTION 1265.4.SIGN OR SYMBOL 9 a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet I panels in shower area shall be of materials listed in Table R702.4.2, R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall p N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the to of the basement wall down to 10 feet 3048 mm THE SIGN TE SYMBOL REQUIRED BY THIS PART SHALL OV AFFIXED E THE ELECTRICAL BOX ATTACHED ( ) P ( overhead (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR and installed in accordance with the manufacturer's recommendations. below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overh of access or set back areas as required by the International Fre Code. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY TABLE R702.4.2 is insulated in accordance with Section N1102.1.2 and N1102.2.8. U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT AVOW THE SIGN OR SYMBOL Backer Board Materials N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE Z GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. electric installation and shall be labeled `For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE O FIBER REINFORCED GYPSUM PANELS ASTM C 1278 1 OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C location or main circuit location. U NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. =)TABLE R703.8.1 N0 Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. F_ Air Barrier and Insulation Installation is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 SIZE OF STEEL ANGLE I NO STORY ONE STORY TWO STORIES Z a,c (inches) I ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) 1.300/4 61-0" 4'-6" 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) O 1.400/4 B'-0' 5'-0' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. D +D + .. (EQUATION 16-10)6W (EQUATION 16-12) W CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY L5x3.5x5/16 10'-0" 6'-0" 6'-0• GAPS IN THE AIR BARRIER SEALED. ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS To UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 1..L Ln L6x3.50/4 14'-0" 9'-B" 7'-0' BE SEALED. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = WE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF 0 a m a. Long leg ofthe angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z (J R703.12 Adhered masonry veneer installation. Adhered masonry c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. R7O3.7.3. THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: - 1:1wWINDOWS. SKYLIGHTS AND eneer shall comply with the requirements of Section DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE? 10 , TCDL = 15 PSF, INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: RIM Jolsrs RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION DESIGN LOADS: R703.12.2 Flashing at foundation. A corrosion-resistant screed or )flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". LIVE LOADS: THE FOLLOWING A MB vertical attachment flange of 3 % inches (89 mm) shalll be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) ALLOWABLE DEFLECTION OF STRUCTURAL ME SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE 1RUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE stud walls in accordance with Section R703.4. SPACE SHALL BE SEALED. ( ) R703.14.2 Fire Separation. Polypropylene siding shall not be installled on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 GROUND SNOW LOAD 20PSF FROM FIGURE R301.2 5 STRUCTURAL MEMBER FOLLOWING INFORMATION: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE (IFF ANY), SPAN, AND SPACING. �'-J feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS ~� '(,� Exception: Walls perpendicular to the line used to detelrmine the fere Separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED To PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 ft 1./180 2. LOCATION B ALL JOINTS. O THE DRYWALL. With no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. FLOORS: Wk R703,8.2.2. Support by roof construction. A steel angle shall be plaited directly on top of the roof construction. The roof supporting construction for the steel angle shall SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM 40 PSF 4.1. TOP CHORD LIVE LOAD . SNOW LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. W � w r � , anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and Ceilings w/ brittle finish L/360 4.3. BOTTOM CHORD LIVE LOAD. anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with max 7:12 roof pitch. Siee figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members 1./240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 N1102.4.5 R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with plaster or stucco finish L 180 4.6. CONTROLLING WIND LOADS. R703.8.4 Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the ( ) - P / 5. ADJUSTMENTS TO LRCS A AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. r ^ Masonry - V J RE 301.2 4 A m unconditioned spaces. All recessed luminaires shall be IC rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGO R ( ) 6. EACH REACTION FORCE AND DIRECTION. veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener P L 180 with ASTM E 283 at 1.57 sf 75Pa pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be h accordance wt p ( ) P f'r�1 O spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes 1./180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R402.4.6 Tenant Separation Walls (Mandatory). Fre Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. > �� R703.8.5 Flashing shall be located beneath the first course of miasonry above finished ground level above the foundation wall or slob and at other points of support., C402.4 ( ) P ( ry Lintels supporting mason veneer L 600 townhouses shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 PP 9 ry / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR WE AND TOTAL LOAD. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. P4 inch in diameter. Weepholes shall be located immediatelly above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Systems R 9e. 801.3 Roof drains All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 9 not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2)not FLOOR TRUSS SPECIFICATIONS: H - ted lumber and wood structural panels shall be labeled. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING � R802.1.5.4 Labeling. Fre retardant treated P the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE. Cn Rafters shall be framed not more than 1 % inches 38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures r ) R802.3 Framing details. R ( V with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) W rs that supply heat to the building through one or two pipe heating systems shall rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load of N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boileD + L (EQUATION 16-9) � 130 MPH ULTIMATE that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 140 MPH ULTIMATE WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = WE LOAD, 9joists,'oists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. 0 R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 (R403.3.1) Insulation (Presc(ptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: accepted engineering practices. greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5/-1 9.0 +18.0/-22. TRUSSES SHALL HAVE A MAXIMUM WE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". specifically considered. N1103.3.2 R403.3.2 Sealing Mandato Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid ( ) 9 ( ry)' Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. adjustment coefficient in Table R301.2(3). FOLLOWING INFORMATION: 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION B ALL JOINTS. R802.9 Trim J g 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 4.1. TOP CHORD WE LOAD , SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall A B B R EV I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 4.5. CONCENTRATED LOADS AND THEIR POINTS APPLICATION. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR OR DESIGN VALUES FOR CONDITIONS OF USE. 0 n h s ace shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B.. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 1 c p or other approved heating and cooling calculation methodologies. A.F..F. ABOVE FINISH FLOOR REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY be provided between the insulation and the roof sheathing and at the location of the vent. DTL DETAIL LT. LIGHT N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJI. ADJACENT/ADJUSTABLE LVR. LOUVER RNG RANGE 8. LUMBER LOCATEDSIZE, SPECIRELATIVE ESTAND HE GRADE FOR NT AEACH MEMBER. CE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. EA. EACH i Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attc means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM ELEC. ELECTRICAL RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 MAS. MASONRY inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEV. ELEVATION RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. aurin members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. framing 9 ARCH. ARCHITECTURAL EQ' EQUAL MAX. MAXIMUM S.C. SAWCUT R404.1 Lighting and equipment Mandato . Not less than 75 percent of the lamps in permanently installed lighting fixtures shall EQUIP EQUIPMENT MOO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC + DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a halfway or other readily N11041 ( ) g g (Mandatory). P - 9 P 9 _ y g y p p ® AT MECH. MECHANICAL SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFfSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only hi h efficac lamps. Exception: Low EXP. EXPANSION SHLF 0 Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT. EXTERIOR SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFfSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O MIN. MINIMUM FOLLOWING CIRCUMSTANCES: access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE EACH END SIM. SIMILAR - _ > M.O. MASONRY OPENING S.S. STAINLESS STEEL F w located in attics. Section M1305 Appliance Access BM BEAM MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. W M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F C FLOOR COVERING CHANGE STRUCT. STRUCTURAL �2 Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION o R 902.1 Roofing covering materials. Roof shall be covered with imaterials as set forth in Sections R904 and 8905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION NTS NOT TO SCALE SUSP. TYPICAL ROOF & FLOOR TRUSS NOTES: uri dictions designated b law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR (NTS) SGD SLIDING GLASS DOOR `� I s 9 y q 9 SQ. SQUARE o e attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE ' TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances 1n a s A g pp P P O.C. ON CENTER TB COMPLY WITH ANSI TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured CENTER LINE F.R. FIRE RATED TOWEL BAR ANSI/ TPI 902.4 Rooftop mounted photovoltaic panels and modules. R2oo p p P OPER. OPERATOR ation im accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FIRM FRAME T & G TONGUE AND GROVE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO tested, listed and identified with a fire classification C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB INSURE TIGHT FTTf1NG JOINTS. jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET OPT. OPTIONAL TGS TOP OF FOUNDATION WALL : J 9 y q g COL. COLUMN FTG FOOTING TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND H R 903.2.1 Ex wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD Typ TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Exposed g R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's specifications, to maintain product Carry warranty. Car down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and COND. CONDITION GA. GAUGE OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W res of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 0 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at table end 9 labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR TRIPLE + table R301.2 1 . Install ice & water shield at all eaves, able ends, hips & valleys. On roofs slopes less CONST. CONSTRUCTION 1/S ONE SHELF TRPL TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL � } higher. Ice protection requirements per to ( ) 9 openings g THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-0" is required between air exhaust terminations and o enin s into the building. CTSK. COUNTERSUNK GEN. GENERAL • R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. C.O. CASED OPENING GYP. PG POURED CONCRETE UNLESS NOTED OTHERWISE GYPSUM U.N.O. BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. J in 12 units horizontal 2:12 u to four units vertical in 12 units horizontal (4:12), double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER G L GLUE LAM PBD. PARTICLE BOARD W Y slopes from two units vertical ( ) p PL. PLATE VERTICAL underloyment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HDW HEIGHT PNL. PANEL VERT. W w Lu Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: Z ~ R 905.2.5 P 9 C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER Z v � with AS F 1667 of a length to 404.7.1 Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than PF. PREFABRICATED W WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying 9 G2415.7.1 ( ) p g g P P 9 C.R. CHAIR RAIL HD.WD. HARDWOOD / 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 WSRC. CD penetrate through the roofing materials and not less than '/, inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 % inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR WD. WOOD p g g 3. The electrical stems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 WSRC. � 4 less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC P W9 n flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN, WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. p W R 905,2.8.3 sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flas g 9 inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DEL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. DIA. DIAMETER P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturer's specifications and / or Elor into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. INGR. IN GROUND the vertical side wall the vertical le of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 404.7.3 Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DTR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE recommendations. g g in accordance with this section and counterflashin shall be ( ) t doors cannot swing within 12 inches 305 mm horizontal) of DN DOWN INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any = provided on the vertical sidewall, the base flashing shall be provided9 G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that 9 ( ) y DR. DOOR U provided in accordance with Section R703.7.2.2. REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. L_ 0 n segments of Ori edge shall be the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER R 905.2.8.5 Dripedge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent s g p g P DW DISH WASHER RMS. ROOMS 9 P G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 1= overlapped not less than 2 inches 51 mm). Drip edges shall extend not less than 1/a inch (6.4 mm) below the roof sheathing operable window or gravity air inlet into an building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DWG. DRAWING PP ( door, op g ty Y KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m and extend up back onto the roof deck not. less than 2 in (51 mm). Drip edges shall be mechanically fastened to the roof level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall � � w deck at no more than 12 inches (305 mm)I o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening J promptly report it to the architect for proper adjustment before proceeding with the work. z over the drip edge along eaves and under the drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar - termination clearance. GRAPHIC SYM B 0 LS conditions that are shown or noted elsewhere on the construction document set. v, R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and supplier's recommended W v EN tOa O and 4 of this code. the building. installation procedures. 7Y F,Iil R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less , STRUCTURAL CALC. REFERENCE 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts H P9 " � Ips �y than 3 feet above the highest point where the chimney asses through the roof. including weatherazation, water proofing and framin with res ect to the construction documents. y r ;' '' -�r 11 9 p Y P 9 Section G2439 (614) Clothes Dryer Exhaust XX U 9 P 9 9 P Q G2439.1 614.1 Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all DETAIL REFERENCE PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTf1T ED 1� , , - Tri I ( ) ry XX FLOOR FINISH CHANGE � $ Sectiion R1004 Factory-Built Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS W f0 0 x '` ,� R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory v built fireplaces shall s tested i l accordance with UL 127. 02439.4 other ) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. _ O �, ';✓' : duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. O DOOR / HARDWARE TYPE � C' �� R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace ,` system has been specifically tested, listed aind labeled for such use in accordance with UL 127. fuel combustion unless the room Section P2607 Waterproofing of Openings XX XX BUILDING SECTION ❑ : R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper - - - is mechanically ventilated and controlled so that the Indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed XX XX � in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required <# __ PARTITION TYPE JOB NUMBER . Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or 2 0 Z 6 0 2 3 cellulose) shall be written in inches (mm) air markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with W SHEET NUMBER numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam D)thickness and installed R-value shall be listed on certification provided by the insulation installer. UNITS 3 (MODEL Q & T_o- 4 (MODEL B - 1 ) W 0 I I I I I COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 11 WHEN NOT ALI6MED WITH RAFTER, es F- CONNECT KIN6 STUDS TO TOP PLATE Z 65-W X 1-r MIN. ROOF FRAMING WRAP 1-1/4"X22 6A•GALV.COIL STRAPcc 11 ATTACH To EACH PAIR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb LTJ F--1 E 65-W X IX MR OF OPPOSNS RAFTERS CRIPPLE SPUDS � ATTA01 TO EACH PAIR 2x ACG LEDGER W/2-3/8"x5"LAG DBL TOP PLATE Ib"O.G. GP OPP05N6 RAFTERS RDS RAFTFR R06F RAFTfU2- BOLTS 0 Ib"OG INTO 5TUD5 U RAN \ h M, 6 4; 4--d6E PIAN 2X BLOCKING U 51MP50N STRONG-TIE � 0 A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR V �- 6ABLE END TRUSS Z - 0 a v L N G I IN6 J015T OR rn r. E L W/STRON6BAGI:S � - o v t 5M'SOIN - _ � F- 5MP'�GN STRONG STRONG - TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR 0 EA. � .}�� � � SIMPSON STRONG-TIE -6' TIE H2 8D NAILS 1125 TE H6 ALTERNATE TO RIDGE STRAP: H3 0 EVERY RR RAFTER TO STUD AND KINGS U P0004U ; 17 I CL 2 HR 5EPERATION Z W 12 q HAT(HED AREA RATED ROOF �WS�L L 4'-0"4 '-0"LOCATION WALL PER UL#336 W E LINE OF ROOF TRU55 BEYOND 5HEATHING,4'1 FROM CENTER OF 6"AZEK RIDGES TO ALIGN (NO VENTING) (NO VENTING) TRIM BOARD16 o V RIDGE VENT RIDGE VENT w- (3) 2x8 P.T. GIRDER TYPICAL ROOFINGL: �_ N a) jcu U O 1 ' ARCHITECTURAL 5HINGLE5 BEYOND 13I-5 15# FELT UNDERLAYMENT ■r"'I U > °' 50' PLYWOOD 5HEATHIN6 o N 1x8 FASCIA BOARD 12 � Q Lp 12 12 --+�-�--- 12 12 12 • " Z U a' f° W 10.5 1 x 8 AZEK RAKE BD W/ O �- x � cra = ca GUTTERS LEADERS b"AZEK TRIM BOARD xy/12 12 12 I"x 3"AZEK TRIM(TYPJ 12 U Q Wo N ALL GUTTER5 d LEADERS 5HALL BE BAKED ,SC.Y/ Lu 51MP50N LU528-3 FACE 12 �q ❑ V M o0 = MOUNT HANGER WHITE ALUMINUM D32"MIN.GAUGE,GUTTERS HARDIPLANK HORIZONTAL 10.5 SHALL BE 5"5EAMLE55 O.G.5TYLE W/ALL �/ iy CLAP 51DING M (3) 2x12 P.T.GIRDER BEYOND RELATED d REQUIRED AGGE55ORIE5. LEADERS 8" 8" - - - - - - - - -r �-� 5HALL BE MIN.2"x3" 027"GAUGW/E GLIP5 d Ix bAZEK OH. OH. OH. 6"HIGH BLIND a ni '' " " K RAKE BD KI ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH I"x 3"AZEK TRIM(TYP) 12 1_p Ix AZEK TRIM BOARD OVER GUTTERS MIN, I/8"/FT.PROVIDE P.V.G. b'DIAD.AZEK 1 / FLASHING GABLE I'-0° RECEPTORS 8"ABOVE GRADE TO RECEIVE q� — — — — — — �� �� �� GIRDER5 (TYP) - TRIM BoaRD 2040 2040 o D u i u u.+ oH. _r» u ui �u LEADERS(CLOSED GAP DESIGN). T*?j 51MP50N BG52-3/6 P05T q I-f, 6"HIGN BLIND DH DH / GAP ANCHOR ,. FLASHING - - - - - , _ -�! I=o' LINE OF GABLE 10" SQUARE HB G PERMA GA5T �_ _T J.. O.H. END WALL p - ,;:_ J = COLUMN #46382 W/5QUARE �,,- '�`- ALIGN � � '-� ' =1x8 FASCIA 8D. ALIG FLAT GAP 4 BASE (OR EQUAL) - - - - - - - - FA5CIA5 „ CORNER COLUMN TO BE --- FA 2 �q 4 2 O PROVIDED W/SPLIT KIT M.BEDROOM _ rY I PLATE HT. BAR # 6x6 P.T.P05T WITH 51MP50N 2'-0" 2'-0" PLT HT _ Z ABU66 Po5T BASE (TYP - ALL 2-o" PH. o.H. p COLUMNS) OH. i C� U NOTE W: --- AR ULn = PVG 5HUTTER5 WITH FIXED 1 - I-J Ute'- a -I �/r- TYP. REAR COV. PORCH DETAIL I a HINGES. WIDTH OF _ - iE] ® _ o = I"X6" AZEK Z Q 5HNTTER TO BE HALF - _ - - _ o _ �, i 2 � �, TRIM BOARD 3/4"=1'-0" GLI o WIDTH OF WINDOW. I � Cl, I IT ALL 51DE5 a ❑ - - - - - - - - - - - 01 COLUMN® COVERED - LINE OF ROOF PORCH BEYOND TRU55 BEYOND - FIN. I_5T FLOOR FIRST FLOOR (3) 2x8 P.T. GIRDER a , \\ 12 BEYONDI I - - - - - - - - - - - - - - - - - - - - O I I \ I I 11 II EXTERIOR WALL q 1x4 AZEK TRIMTl I I I I"X AZEK I -HARDIPLANK SHINGLE SIDING ALL 51DE5 f-- F�'■1 w 1x8 FASCIA BOARD I I I I I 1 Xb TRIM I TRIM ALL ( -TYVEK OR EQUAL w I \ ( I I ALL 51DE5 I 51DE5 I -11056 5HEATHIN6 $ I I I I -2xb WOOD 51110 16"O.G. \ o I I I I I I I I -b"R-Iq BATT5 I o m (� \ I I I I I I I I ❑ w I I I I 5IMP50N LU528-3 FACE \ MOUNT HANGE R I I I I I I _ I BASEMENT U (3) 2x12 P.T. GIRDER BEYOND BASEMENT - -- - - - - - - - - - - - - - - - - - - - - -1-i- - - - --Il - - - - - - - - - - - - - - - - - - - - - - - -I-1- - - - - - - - - - - - - - - - - - - - - - - - - - -11- - - - - - - - - - - - - - - - - - - - - - - - � T.0. 5LAB i mL NI�I � I p, ix AZEK TRIM BOARD OVER L -I- - - — — — — — — — — — — — — — — — — — — — — -L — — — —I— — — — — — — — — — — — — — — — — — — — — — — — —I I — — — — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — — — L — — — — — — — — — — — — — — — — — -� Q - - - u�ui�ui�i OH. GIRDERS (TYPJOI YTELEVATION ICL 2 HR SEPERATION uuiw WALL PER UL#336 51MP50N BG52-3/6 P05T z ( , � v Z GAP ANCHOR LIJ 12" 5QUARE HBBG DERMA GAST UNIT 4 LJ = COLUMN W/SQUARE FLAT GAP d UNIT 3 i Q BASE (OR EQUAL) - CORNER O 4" I.-L211 � SPLITMKITO BE PROVIDED W/ B - 1 I . MODEL MODEL D bxb P.T. P05T WITH 51MP50N ABU66 PO5T 5A5E (TYP - ALL R COLUMNS) GABLE END LOUVER BY WALL PER UL33bN HATCHED AREA INDICATES LOCATION OF FIRE RATED ROOF 4 WALL 5HEATHIN6,4'-O' RIDGE5 TO ALIGN 2015 I RG- 62421.8 (503.8) R1DGE5 TO ALIGN "FYPOW #LV12x24 4'-0" 4'-0" FROM CENTER OF FIREWALL-EACH SIDE TYP. FRONT ENTRY COV. PORCH DETAIL 2 RIDGE VENT MO VENTING) Mo VENTING) RIDGE VENT VENTING 5Y5TEM TERMINATION LOCATION: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT I"x 8"AZEK RAKE BD W/ OF 10,000 BTU PER HOUR(3KW)OR LE55 5HALL BE LOCATED AT LEAST 3/4"=1'-0" GL-I 12"x IS"VINYL I"x 3"AZEK TRIM b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPLIANCE WITH Q AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER o LOUVERED VENT 6"AZEK TRIM HOUR 5HALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, Ii b"AZEK RAKE BD WV Ili 3"AZEK TRIM(TYP) 12 AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE --�q AT LST EAA 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE 12ABOVE GRADE.b" HIGH BLIND TYPICAL ROOFING: VENT TERMINAL AND THE AIR INTAKE 5HALL BE LOCATED AT LEA5T 12" 12 G FLASHING ARCHITECTURAL 12 I I I FTF UNDERLAYMENT LT 12 i OOD 2015 IRG- R312.2.1 SHEATH NGIN THE 51H z LINE OF GABLE END WALL 12 ROOF 0 COVERED OF AN OPERABLE WINDOW OPENG15 LOCATED X Az q PORCH BEYOND LE55 THAN 24"ABOVE THE FINI5HED FLOOR w TRAY GEIL.BEYOND 6"HIGH BLIND IO'-10" 12 I_ AND GREATER THAN l2"ABOVE THE ON FINISHED FLA5HING q GLI w EXTERIOR OF 7RADE OR THE BU LI D NG,THE OPERABLE o III 111 =ALIGN/ b"HIGH BLIND LINE OF HIGH = WINDOW 5HALL COMPLY WITH ONE OF THE N 1x8 FASCIA BD. FASGI FLASHING aGEIL.BEYOND FOLLOWING: PORCH OPENINGS THAT WILL NOT ALLOW A 4 INCH _ _ _ DIAMETER SPHERE TO Pi THROUGH THE MASTER BEDROOM - - - - - - - - - - - - - - - - - - - - � / - - - - - - - - - - - - - - - - - - - - PLATE HT. / / / / lTj -__ _ - ___ OPENING IN 1T5 LARGEST OPENED POSITION. PLT HT "FALL PREVENTION DEVICES THAT COMPLY H- O.H. WITH ASTM F 2080 i i i t i (THE WINDOW OPENING CONTROL DEVICE AFTER W (� OPERATION TO RELEASE THE CONTROL DEVICE I i i i ALLOWING THE WINDOW TO FULLY OPEN,SHALL MM NOT REDUCE THE NET CLEAR OPENING AREA OF O m THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE LLJO = I"X8" AZEK / _o w wY w A LE FRIEZE BD. G ' 0"ISW = p ^ x ¢ b" AZEK TRIM BOARD ALL o - j/ o O Q _ 11 ,611 51DE5 `V I I // `° i i i I I 0 W I' i L-11 11 // II / w I'lli 11 1 11 IA _ _ FIN. 15T FLOOR Lij L PA CD FIR5T FLOOR - - J co — I 12" 5QUAI 6$6" DERMA GAST I I I COLUMN UARE FLAT GAP W I I L B�ppUp b" AZEK TRIM I IIS I� VIII I I I I 6" AZEK 1fRlf}1 ALL 51DE5 I I I Z OA I WALL III I III I 0 I Xb TRIM I I I bxb P.T.P05T W/51MP50N ALL 51DE5 III I III I I I I I I I bxb P.T.P05T WITH ALL SIDES BASE ( E AL) - CORNER I I I X6 AZEK I I I I COLUMN Ifo E PROVIDED W/ BG52-3/6 P05T GAP ANCHOR TRIM BOARD I ill II lul „ T CAP ANCHOR 4 C) EGR 55 I I I I I SPLIT Kilt I I I I 10 5QUARd HB4G PERMA GA5T I I I 51MP50N 6052-3/6 = I I I I BA5E ADH�SIVE ALL SIDES i Ii1 INDOW lig I I I COLUMN I#4382 W/SQUARE I I I 5�MP5oN ABUbb EG T� WIN OW I I I I 8 --- �___�-_ U) 1-- C) z RIDGES TO ALIGN IN5TALL ICE 4 WATER 5HIELD W E PER MANUFACTt)RER5 2 0 RIDGE VENT 5PECIFIGATION5 TO MAINTAIN Z) PRODUCT WARRANTY 0 C)0 0 =-7- NOTE: .2 APPLY ICE 4 WATER SHIELD IN z ABLE FAIR WEATHER WHEN THE AIR, 0 67ABLE END ROOF PECK AND MEM13RANE I-- 4-d 05 END O.H. ARE AT TEMPERATURE5 OF 0 LINE OF GABLE O.H. • > 40OF(5*C)OR HIGHER. c" END WALL a) E) --------l-,— LINE OF GA13LE U) L) TS ci In .-b —A— x co END 0 < w ca C? 0 u') CO [-- co .......... GABLE 0 c) cl) END SO, O.H. i L I"X&`AZEK FRIEZE 50. -7 12wx. b"A-1164 INO I I I MASTER BEDROOM z -I- 1-t 11 L-1 RI PLT HT 0 ]-T, T-H 11 1 1 O.H. 1Y =1. 1-- I 111 t L 11 --t 1 0 LJ-1 il ---L BEDROOM #2 1 h III I 1 11 Til.7 cr- -PLT HT T T O.H. U) TT z PVC, 5HUTTER5 H1 0 T flfll -- 0 FIXED HINGES. WIDTH J t- I I-I L-1 I �i I OF SHUTTER TO BE 0 Tl* i ILL Ln F�r HALF WIDTH OF TF WINDOW(TYP) Jj�li-:� I i - s� 0 --4 t-L-A 11- 1-L 11 z J 1-1 1 11 -t-1, ` 1--t-Li J 1-1-A A --Lj--A--L-tt-1 H- -�=� 1 , El 1-1 -J , J--I IJ -jrhtl-j L 7 ILI[ id 4 �Y- - TTFT 11-1-A 11-1-11- 11 Lr 1-1 L Li I 1]1-It i 1 T Ii 4-4 i--j Iii- T L T FIRST FLOOR J FIR5T FLOOR LINE OF FOYER BEYOND I"X4" AZEK LINE OF GREAT ROOM BEYOND TRIM BOARD ALL 5IDE5 co 1:1 w p BASEMENT _BASEMENT y I'T.O. SLAGT.O. SLAB 2015 IRC- 62421.8 (503b) VENTIN6 5YSTEM TERMINATION LOGATION: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF 10,000 BTU PER HOUR(3W OR LE55 5HALL BE R16HT ENE) ELEVATION LOCATED AT LE b'FROM ANY AIR OPENING INTO A BUILDIN6,AND 5XH AN APPLIANCE WITH AN INPUT OVER 10,000 cf) BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE IN5TALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND z ANAPPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR Lu 5HALL HAVE AT LEAST A 12 INCH VENT TERMINATION UNIT 3 CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. 0 Q MODEL D 2015 IRC- 8312.2.1 IN DWELLING UNITS,WERE THE TOP OF THE 5ILL OF AN SELF FLA5HINC7OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" 5TAWINC7 SEAM METAL IF T 7 ABOVE THE FIN15HED FLOOR AND 6REATER THAN 12"ABOVE GHA5E GAP T-11-TII THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE -1-JLL IL) EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL b" TRIM GAP COMPLY WITH ONE OF THE FOLLOWING: RIDGE VENT OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE Cd TO PA55 THROUGH THE OPENIN6 IN IT5 LARGEST OPENED P05ITION. OPTIONAL HOOD 1—I t2 •FALL PREVENTION VEVIGE5 THAT COMPLY WITH ASTM F 2090 GHA5E WITH METAL (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO CAP AND CULTURED 12 RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO INSTALL ICE I WATER SHIELD STONE`VENEER — e., 12 FULLY OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING PER MANUFACTURERS r7ARAC7E DORMER AREA OF THE NINDOW UNIT TO I F55 THAN 5.1 5MARE FEET. 112 BEYOND 5PECIFIGATION5 TO MAINTAIN LINE bF�o4 -------- PRODUCT WARRANTY N @ NOTE: R1065E VENT BEDROOM#�2 --------- RIDGE VENT APPLY ICE 4 WATER SHIELD IN6� -Tr I z FAIR WEATHER WHEN THE AIR, I L 0 ROOF PECK AND MEMBRANE WIDTH L ARE AT TEMPERATURES OF 12 ARE w 40OF(506)OR HIGHER. 747-7 12 GL-I6ABLE 4 -L� : I I . . I I ci �2 ; OR FLU5H ROOFS I I A G I A C) IX&�A50A 60. 4;— t 8"AZEK PORCHnall I [in il 1111111 1 - I . i� : / , ; FRIEZE 50 M.BEDROOM PLATE HT. fill PLATE HT. z II LLLL 7-7 CL T= I I NOTE H: PVG 5"ME125 WITH FIXED Tm I HINH5. WIDTH OF w SHUTTER TO BE HALF w 0 bi 1-1 IJ WIDTH OF WINDOW. 0 -T-TT I I 111T m i 11 11 11 1 11 1 1 . GL-1 $ 1 CL z CL (D EXTERIOR WALL U) C) -HARDIPLANK 5HIN5LE SIDINGLu > -TYVEK OR EQUAL -1/16"05B 5HEATHIN6 -2xb HOOD STUDS @ Ib"O.G. ❑ IIITFTI Ill 11 1 1 i T T-TT I 1 11 111 FT-17 -b"R-21 BATT5 1 IU fi 1 11 11 1 1 1 11 FIN. 15T FLOORQjgk- CD FIN. 15T FLOOR- T 1 im, co - — - — - — - ----N� KAU @ 67ARAC-,E z AZEK TRIM di I -j I < WALL @ BEDROOM ALL 51DE5 12" 5QUARE Hf3i C7 DERMA GA5T 0 #2 BEYOND BEYOV U) Ix4 AZEK TRIM P T PORT WITH COLUMN IAV SQUARE FLAT GAP F/5 ...... . . .. . ... ....... 4 BASE (OR EQUAL) - CORNER w 5IMP50N BG52-3/b POST CAP ANCHOR 4 1 WALL I COLUMN To BE PROVIDED W 5IMP50N A5%b BREAK I SPLIT KIT I q U ?1E Is 'A P05T BASE(TYP N Roe ALL GOLUMN5) w mm x U) C) - - - - BASEMENT— — — 0 - - - - - - - - - - - - -7 - I - - - - - L - - - - -- -1 F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - LT - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - ---- 2� L- - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -L - - - - - - - - - - - -- - L- - - - - - - - - - - - - - - - - L JOBqpBEh� LEFT END ELEVATION 2016023 DUET CLUSTER CO SHEET NUMBER UNIT 4 UNITS 3 (MODEL D) & < 4 (MODEL B - 1 ) ELEVATIONS- MODEL B - 1 (1NKBER--D1\.xjL7) 1/411 = 11-011 4� COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED z E C) 0 C) CL W z -c 0 W a) 01 2 1:2 w%-e;?A-noN (1) HALL PER UL#336 U) (1) W;� (2,5 ci Lo Z x cw):e C3*Oj c m < w 0 -m cr to Lo (o- 1,- .0 24'-b- co OPTIONAL. tO co clov.PORCH r — — — — — — — — — — — — — — b. OPTIONAL 15'-0' B 7 20 MODE 5'-7 0 MASTER COVERED PORCH D-5 FD1 5--4- 5'-4" BEDROOM WALL —A DTI BEYOND oE (F)Dl � illwowl HD r 1Ipt=:!=:2ftmmmft4I -0. Vow P.T. Z 0 Ut 1EXCAV, C) 4-P.G.IO10/10I�HM.OR FI RIT:SH. Am) SLAB WITH 6 xb, 4"HIDE J015T SEAT MIN.3WO P51 COW. (T.OA EL.= T.O.H. (EL.-0'-10") W UNEXCAVATED I z j d) .-b. -4'M.O. 15'-10' 4'P.G.SLAB WITH 6xb, 0 2 4' �z IOAO HAM.OR FIBERME--SH. T.OY( 0 f- —/ ' 10'PL.FOUNDATION HALL EL.=0'-0' c� WITH DAMPROOFINO ON MIN.3500 P51 GONG. 0 2"X 10" 20"x 10'P.G.FOOTING I(�20 LL Ln SLAB SEAT-\ I (T.OA ELEV. 0'-0") 0 WINDOW 2xI0 SLAB HO FDS z SEAT 12'PL.FOMAT04 I IALLry f 2.-0. WITH DAMPROOPIN65 IN -4 -,77 -7-1 XA ❑ 24"x 12'PL.FOOTIW (Z 240 P.T. iTY4 T 14'-4" L 23-0' L L Ho' DIRECT VENT ON&EQUIP. 4'WIDE JOIST SEAT r4 DIRECA VENT HEATING EMIR L4'WIOE APPLIANCE C RAKtMPLIANGE5 SHALL (T.O.K EL.= -I'-I Y2') APPLIAXE CLEARANCEAMIANCE5 1911, J015T SEAT. I BE INSTALLED W TH THE CLEARANCES FROM UWROTECTED GOMBUSTIBLE MATERIALS AS 12'PL.FOUNDATION Ll -7- 4'WV %IAU BE INSTAUM WITH THE -9 TOR FLEV=(-Y-I}" INDICATED ON Tf E APPLIANCE LABEL AND IN HALL WITH GLEARANCE5 FROM UNPROTECTED I JOIST! T. DAMPROOFINC7 ON WIDE III MeSTIM MATERIALS A5 - I y I THE MANIUFA(TUF ER5 INSTALLATION TOW.MXV- - INDICATED ON PC APPLIANCE LA1311 I.-V 24'x 12'PL.FOOTING I O AND IN THE MAN)FACTWER5 b" L 24--10" 6-4- IN5TAUA-nON INSTRUCTIONS. CN 3}'DIA STEEL COLUMN Q! HO • PROVIDE!FRESH AIR INTAKE ON 30'x 50'x 12'VP PC A . -i I I I F ui 3b'-.2" T I L(Z U) TO MECH EQUIP PER CODE FT&WN) F i i F T �f--iX�STEEL 1 11 ❑ 31- COLUMN -- 10"PL.FOUNDATION HALL 10�1 PROVIDE FRESH AIR INTAKE p .DID 2.-0' L V-5- V-5- V-2- TO MECH EQUIP f ER CODE 09 301,x N 12 P�il WITH DAMPROOFIN6 ON L f:tr:l N q) 20'x 10"PL.FOOTIN6 ❑ �.,L� O T T —1 (r.OA ELEV. 0'-0") D.O. F-- PD. 6 1 5 114"x q 1/2'LOW 11 -4-1, II L -J BASEMENT SLAB 0 L v FDI III •4'PL.SLM HK 2500 P51 CO'5) u- - 5 'LVL LDH on 5 LVL Low 5 Y14 LVL LOW 0 006 MIL.POLYETRUI,11!VAPOF -Ic 1Q, ILTAW 4 FILL TO'15%DENSITY 4 1 IF 2 g -51 10 r(P.BEAM I 1Rw 6m or FD1 III UWIN15FED BASEMENT AT POCKET OR •b'-O'CEILNr7 HT. -7 sn 6ROR W 11')M 4'WIDE 2-b" A 1 2'-0" 1, •(R-0)ajo5m CELL SPRAY PROVIDE)',' IR SPACE ALL 510B U) �4�i <') I 'Ki JOIST SEAT. FOAM IWAL ALONG N50E IrR, L--J BA51EMM 5LAI3 10, LN TOW.ELE:V= FACE OF FND.KALIS-ALL HT * 4"PL.SLAB(MIN.2500�I cowo z OR DRAPED BLAWEr -LF - 006 MIL.PaYETHELEW VAPOR BARRIER L MULATM UN fl XI XI REF DASHED LINE w �'$ALL E*0SW HOT HATER Q 9 - TAW 4 FILL TO q5%�;91TY I --" HD PIPING ANDIOR HEATI%DXT5 INDICATES FIRST - - -LL- I FLOOR WALLS ABOVE ❑ C) UNEX - CME. SEAT.T.O.SEAT 0 ELEV=(-, 2'x 10" r (R-15)CL05M CE ---LAV. r &-O"CEILIN&HT. 4-PL.SLAB WITH bx6, iN5ioE FACE OF FNv.md RLL HIT OR bRAPEp- 9 LL SPRAY FOAM IWAL IOAO W.W.M.OR SLAB TO BE IWAATM AS PER NYS. HIM JOIST L UNFINISHED B_A5EMENTF FIBERMESH. BLANKET INSULATION GONG. b. .-0.1 6-8'. -T-6- 1 W-6' Fo rl'. T- MIN.3500 P51 GONG. b" 4'WIDE JOiS!T ALL EXPOSED HOT HATER MINIS,Ak�IOR�Tlwzl I Iii PMXY6. AS c1dq- E Iq VXT5 TO 13E IN51tATED 1 FDI r NO 5 1/4"x q 1/2'LOW V I LVU6IRDER- lo'P.C.FOWbTION WALL V 71 7 r- 7 WITH DAMPROI)FIN6 ON 20'x 10"PL.FOOTII*-TDA '97 F -1 L\4 LiI II WW ELEV.c -J& L 'x4 X'W-WK 5,V-A Lm- &ROM -77 4'HIDE J015T SEAT. k5HED LINE INDICATES #5 CORNER REBAR5 IN zv I I t I 4'-O'LE66 0 MIDPOINT LIP -4'HIDE JOI!�T SEAT F RST FLOOR WALLS w Lj ABOVE 7 1,-(2)2X12 FLUSH Or- FOUNDATION WALL 4 13R (I`D.H;EL.= T-I)z') III FDI T I-b'FROM TOP 4 LN• L -J BOMOM. IP LIP-Wd k'- , I lix - - - AVATED TYPICAL 5; rvARA6E SLAB 10, ELEV. 4 4-P.G.SLAB(HIK 3500 F51 mrl) 10. 0 a WNFORCIED NrIH bxb,10110 1,". r-o- ...... LJ I TAW I FILL TO'15%DENSITY 6-10' 0 SLOPE CARME aM D"2' LN Z' - — — — — — TOKARDS&ARASE DOOR SUNKEN LANDIN6 #5 CORNIER rARrW/4'-0'/ -2x1O SLAB 40 (D (D ON ML I PISS 0 MIDPOINT O_ SEAT 81 PL.FOUNDATION HALL IO'PL.FOUNDATION W-7 ON FOUNDATION WALL 4 L - - - - - - - WITH PAMPROOFIW ON WITH VAMPROOFI FROM TOP 4 BOTTOM - - - - - - - 20'x 10"P.C.FOOTING Ib'x 8'VP PL.FOOTING 1Q, 10" 10' ' 61-41. '-0') - W-4" 10, (T.O.R ELEV. 0 z 4'HIDE JOIST!EAT 0 VNWAVATED TYPICAL D r4 (r.O.H.EL.=44D 0�0 51�4'x q 1�, i 6ARA(5E 5L.AQ ZIA, Lu LVL II-ER 4*PL.SLAB(MIN.3500 P51 CM) REINFORCED WITH bxb,IOAO NA.M. CID I b r WRAP ENDS Or GDR . SLOPE GARAGE%.AB DOWN 2' HO HO M.BEAM POCKET Q'I 7 TOP OF WALL '�5 ry TAMP I FILL TO�1511 DENSITY W ALUMINUM AT ELEV. TOWARDS 6ARACE DOM ")E 131-0" 20 N Ij'-5 11-0 lb'-4' POGKET OR PROVIDE 01� 5'-0" 1/2"AIR SPACE ALL 20 DTI SIDES AB AB 8"PL.FOUNDATION HALL DTI B" W DAMPROCIFIN66 ON 10'PL.FOUNDATION WALL lbxb"DP P.C.FOOTING UNEXGAVATE12 WITH DAMPROOFINO ON 20'x (r.O.R EL.=0'-0') 4-PL.%AB WITH bx6, l0'PL.FOOTINC,-T.O.W. L4 10/10 HAM.OR FIBERMEN-1. z ELEV.=0'-0' A I w 011 0. 54 MIN.3500 P51 CONC. C-) L 15'-4" J P CD 4'WIDE 5� JOIST SEAT. 0 TOR E±V=(-p4 -i 1 - w ... > L V L) iii 1 11 AB 11 1 1 AB I w C Lu HD D.N 0 y- HO 2VO BEDROOM WALL z (EL. '1'-2*) MOVE B-I MASTER 2" BEYOND < W 1'-4" 2'-0" M.O. 4'-0' 16-10' 3q'-10" F- 2 HR%PEPATION m HALL PER UL#33b z z (D 0 U) w N'Ro,�3 < C) UNIT 4 UNIT 3 7J < W MODEL D -�> ',7 ,I MODEL B- 1 (INKBERRY) ..... .. ...... .. ............... JOB NUMBER 2016023 SHEET NUMBER GENERAL CONTRACTOR5 AND SUBCONTRACTORS TO < REVIEW THESE CONSTRUCTION DOCUMENTS UPON RECEIPT DUET CLUSTER MULTIPLE LVL GIRDER 60NAECTION5 AB=ANCHOR BOLTS 0 FROM ARCHITECT AND REPORT ANY AND ALL FOR ALL MULTIPLE LVL 61 RDER5,LAG 130L 6ARAef SIMPSON V15CREPANG I STRM HALLS IMMMIAn±-f TO ARCHITECT FOR CORRECTIVE UNITS 3 (MODEL D) & .T HD= HOLD 00��j IE5 INCLUDING ANY DIMENSIONAL CONFLICTS, TOGETHER H1 1/2" f3oLT5® 2'-0" O.G.,2" MIR FOUNDATION PLAN z MEASURES PRIOR TO CONSTRUCTION.00 NOT SCALE 4 (MODEL B- 1) U) C 2 0 FROM TOP BOTTOM, 4 MIN. 4" FROM EN05 PRAHIV:6.DIMEN51ON5 SHALL BE CALCULATED AND w r-r 12 L Xi- �b e-1LLi- 47 B� NEVER SCALED UKLE55 OTHE15E NOTED. 1/411 11-011 ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 11 U) F- z W E 0 4--d z 0 Q, UL- :01 ot, m- 0) 0 g. 1-- 4—d =3 CO r- 2 -1-0 ;: IsC-4 0 4 :1-: C/) 2 Z — 0 2,5 (i U-) Z cau);6 Cl) 2 HR 59TRATION 0 x c cl) WALL PER UL 0336 0 < w C? 7- Lo — (o 1- 00 m M4--4- 12'-2" 5.-0. T-6. CID B - - - - - - - - - - - - - - - 'k - - - - - - - - - - - - - - r2O (3)3010 TR /A 0 61-01 HP HT r2O MOVE P MA5TER OPTIONAL 151-01 ICO HE316 PERMA CA5T D-5 1 (3)5052 PH DTI Cov.PORCH BEDROOM WALL FLAT CAP 4 BASE(OR MAU BEYOND CORNER COL"TO 13E t-F Ca"#4062 W 5WARE (PL 4 I PROVIDEHD L D N IDED W SPLIT KIT 0-T. z J HD _) 50'x1Ij'L`VLHDR 2010 TR U'l 0 v-0,IV HT z 2052 PH N bxb P.T.P05T WITH SIMPSON - - - - All 1 0 CAP ANCHOR 4 E"10-7 W52-3/6 POST (3)2X 2 P 12JQF)LR— 11'-0'SOFFIT 0 (np-ALL CaLM) 51WSON AB"POST BASE COVERED i /v-11-16N TOP OF bxb P.T.POST 14 5 MP50N PORCH TRANSOM 0652--3/6 POST C AP= 6-0. 11 SIMP50N ABLU POST b" IIf-O" BASE(rYP-ALL COLUMNS)- 9016 TR (3)21516 TR 0 3010 TR c) I M I 12'-6'STEP CEIL I 0 9 bObO 5L 6L.DR W I (3)2ft 1 DH ECRE65 MA5TER 2...0. 0 19 (2)18' DELIGHTSIq o bl-01 (2)305C PH COVE RED T)? 0DI (2J 3010 TR PAC BEDROOM :t 0 12 o 61-01 Ho HT /25 n u- HD F (2)5052 L44 DTI F- j J. 6 2." EG EO 0 z 525'x II'I/e,"L`VL HPR F —I'!-7F- NIF7 7 r- - - -F - - -1 FH5LI1bO-FW7o1ObO-FI,*6LI1&0 2016 TR I- El N 2052 OH 7]L4 L L J L - - - —j 1 1 4 6A&E ROOF TRL65 C71RDER LVL uzz= 2010 TR fl (2)VO )OR 1 DN b" 5.25"x 111/6' WR,z Im CONTINUOUS (2)2XIO HDR 1�50,x 11 1? 0 e�1-01 HP HT j 'IfiLLA 12.-0. 0. 2052 PH -T\-9 I I A L L - - - - - - - - - J 10'-4' 4 4 2-0. 41- J PR -FAB FI F EPLADE LIVING AREA I BREAKFA5T AREA TE IP 6L DR5 q'-O"CEILIN6 12-0 STEP CEIL q'-O'CEIL BEDROOM #2/ 2'-0' 9 DINING AREA.. L .2--OI4 ��� WIGL O - Ci W 5ED HEARTH OPT. DEN GL 22X 30"Amc 5010 F FM OPT. uj 2016 TR 5 q.-O. PRE-FAB AccE55 HATCH U) T, 2052 PH 7 FIREPLAC' /41� L 12'-6'STEP CEIL 0 L FW-2 L co L 111-0" - I I /, ; GREAT ROOM 12'-0'STEP CEILIN6 I o GREAT ROOM IF-—7 / !i E; TEMP 6L 1 R5 IF DW LING 1/1. -1-, (2)2610 TR m O L KITQJEN RAISED WARTHSD 0 e0-01 HD HT 164- 4'-0' 5--ty 41 11-0 (2)2b42 PH Zi- F -47tb" I:'-0'STEP CEI. LAN (2)2ft TR 05, MA5TER (2)2M2 PH CEILING UF 0 0 81-01 HP HT L -J o c BATHROOM BATH L J 0 00 F 12'5WARE HE34 6 F DINING AREA eoop 0 , 31-b, 6 6. EF 9 4"[t PERMA GAST COLUMN 1 1 1 :2-10- 4'-O- 3'-OI I W SQUARE FLAT CAP REF (4)2x4�, I PMT Alb*04' 1z 4 BASE(OR EWAU- L 11 SHOPER PM in ,-b. f", I I - C-4 e) A� 1 --3�— C40RNER COL"TO :2 -' .2-0. - I . bO'x34'PAN z 11w -� . ! I II'-0' E, 13E PROVIDED W j 11 34 WOUT TUB LLJ r 1z §E LIN. 5PLIT KIT 4- Y-9, It L4- (01-0. KITGHEN PAN 4' 2'-0. ,4'/1\11 Y-4- b" 5If/'\\\,P- W72" 1 ;lY �T 1111,5! 3066 GOAT DN 14R --- ZDPKT OR 2610 TR 0 5016 TR GL Q WC ov- 1HPw N (3)2x6 WR -O'CZILIN65 202PH 3060 EXT IN5M M 1�4 6-4" 1 [6. GOVE q. PAN OL 5'-2" FOYER LAV. -0' ILIN6 f 4-91" 14' W(2)12" LM DRY Al SIDELIGHTS PORGH EF q--o-cEIL ZEF JD q'-O'CEIL \\8/14/0 BATH 4--b- GL. 7,VZ,/ VVY,i L�j j Y-4- LAUNDRY c1t 602 L2:2,x 050 > (4)Z<b 30,kTx I? POST ACCESS 4ATCH 4" GL 5-4- 6-2" LIN 4- 4'-0' ry 2bbb INSUL DR- Q R- ........ .. bxb P.T.POST WITH F111-2.1 26I0 TR in CAP ANGI-M 4 51WWN > RATED W 5EF F 0 b--O-Ho HT ENERGY fl ABUbb POST Bk5E(TVP- CLO5IN6"CE Nv�- 2!652 PH 5HP50N BC52-3/6 P05T 45 MIN.FIRE W-O' 1� N FN-o FOYER 6i 14R 1-- Lq q'-O*C1 ILIN6 > P k T-O. 1.ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS ALL COLUMNS) 0so 1.-0., -4' 4- 3.-8. 3--c. 2'-2' 5'-8. < WI L 4 DOOR 4 THEY APPLY TO ENDO CODE ARE BEING OWED YJ 2.ALL CO UC N PL WITH E 2015 INTERNATIONAL ENERGY W-0. 4%, 4--o- 4" CONSERVATION CONSTRUCTION CODE THE AUTHORITY HAVING JURISDICTION SHALL BE 0)2810 TR INT.BEAR11,16 HALL > PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY o 6'-O'HP HT L T 101-01 Iuvv TWO GAR GARAGE 6-(R-20 BATMT5 (3)2850 PH 4'PL.SIM(MIR 3500 P51 ODIC) > 10'-0*STEP CEIL F MA TER L]� I I EFFICIENCY REQUIRED BY THIS CODE ®EF q--O-CEILINO (TEMPERED) I �"'�-b'(R-20 BAITS IREINFOIZOED Nni bxb,10/10 KkUl. PEN/BEDROOM #2 3,A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A BATH OM HIOL 0 SLOPE&ARAa aM DOW 2' b I I WALL IN THE SPACE"ERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY TOVJZD5 6ARA6E DOOR C14 - ,0. 4'-4" 4- t4--O� 1-01 KkLS 8 CEILIN5 I I I I I I LID It TYPE',V&YP W 04 60,A6E 4"' WITH IRC N1101.14. I k. L16 Fr 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL Ok TYPE"X'rYP EV ON INT OF LIVIN& SAGE 0OFMON HALLS TO GARAGE Q\IEI�fQ EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. > G)j - 9 PORCH 5.INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE 2010 TR > z INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE q1-O'5OFFIT 0 REQUIRED BY CODE OFFM AN APPROVED THIRD PARTY SHALL INSPECT ALL o bl-O'HP HT 2050 DH L - - - - - Ln COMPONENTS AND VERIFY COMPLIANCE F > 1 4' 4 w 6.TESTING -BUILDING OR DWELLING UNIT Sliki BE TESTED AND VERIFIED HAVING LESS 161-01 GABLE ROOF TF465 GIRDER-2. 181-o" 11-V THAN OR EQUAL TO 3 ACH50 IN CZ4A,5, 6A.TESTING SHALL BE CONDUCTED By AN (2)2XIO FDR APPROVED THIRD PARTY. 2Xb MR o DI CO 7.DUCTS -SUPPLY AND REIURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM Ij TWO GAR GARAGE OF R-8 AT 31 OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3"IN EILIN& 4'PL.SLAB MK 3500 P51 LONG) L WMETER. II'-0' ( I - 60`10 • OH DR F011Mi�W WITH",10/10 KXM. jr-fb, -DUCTS,AIR HANDLERS AND BOXES sHALL BE SEALED. MASTER SLOPE 6ARASE SLAB VOW 2' W 3010 TR Ok DUCTS SEALING 2'-0' BEDROOM 20 0 5'-0'HP ti I TOKAIRDS GARAGE DOOR 9 HD 51/4x Ib'LVL IDR zz, HIP sp rff w eyp w ON&ApAsE 4016 TP (2)3052 PH 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY 1 �4 - 1 (2)2*)(b*INT.HDR DTI AN APPROVED THIRD PARTY. KA416 I CEILIN& 3080 EXT IN%L OR DI *�TYPE 1x*6YP W ON INT OF LIVINS 9.BUILDING CAVITIES SHAU.NOT BE USED AS DUCTS OR PLENUMS. t W IONECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR 16,kO PH SPACE COMMON KN-LS TO 6AQArvE <55F DEGREES SHALL BE INSULATED o Ho I T L4" 4- 200 TR L w WITH R-3 MINIMUM. 0 61-01 HP HT 2 2050 PH d) B-5 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC L - - - - 0 m 1210UPMENT SIZING-PER ACCA MANUAL S, BASED ON LOAD CALCULATED PER ACCA 1150-10 I I 2-� 1, 2'-0' 1, OH OR w uj MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. HOR -—- —-—- > NT (2)2Xb 5 1/4'x Ib'LVL MR 131JGRNG-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE (2)2Xb HOR I AB I 1 0 Ag w 0 ICALL WAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 HIP MODEL B-I MA5TER 0 0 HIGH-EFFICIENCY LAMPS. F ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE,AND INTERNATIONAL ENERGY L - - J BEDROOM WALL CONSERVATION CODE. IT SHALI.BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR L 3010 TR J 3010 TR 2. — A-4) B BEYOND TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS, DRAWINGS,WRITTEN STATEMENTS OF . 7HPHT 0 V-7 HP 14T I THE MECHANICAL,AIR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW, EXISTING OR 305C PH 305C PH D-5 w UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR q.-O. 4' 61'-4- 2-0" L, RD. b'b"BUILDING DEPARTMENT. 4'-0' Ilk 15ADDITIONS,ALTERATIONS OR RENOVATIONS'SHALL COMPLY WITH IECC 2015. 4'-0' I&YO, UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. 0 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH 3q'-8" tY SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. co 17ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN 2 HR 561ERATION ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP HALL PER UL#336 AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. z < UNIT 4 UNIT 3 W 0 2015 IRC-62477b(503,b) MODEL D �-<F FFA VF-WINC7 5YSTFM TERMINATION LOCATION: MODEL B- 1 (INKBERRY) &\-E I F�o THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT < OF 10,000 BTU PER HOUR MW OR LE55 5HAU BE LOCATED AT LEAST 6.FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPLIANCE WITH LIVING AREA= 1,5qq 50.FT. LIVING AREA: 1,5qq 50.FT. C,) AN INPUT OVER IOXO 13TU PER HOW 59 NOT OVER 5OPOO 13TU MR GARAGE AREA= 3-1150.FT. GARAGE AREA: 413 50.FT. w f-n HOUR SHALL BE 11,15TALLED WITH A q INCH VENT TERMINATION aEWkM FRONT COVERED PORCH AREA: 50.FT. HALL HAVE COVERED PORCH AREA= 1q2 50.FT. AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR 5 PEAR COVERED PATIO: Ibo 50.FT. rn AT LEAST A 12 INCH VENT TERMINATION CLEARAW-E THE BOTTOM OF THE c/) VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' ABOVE 6RADE. /0 -J OB N#A 2015 IRC-f;0122,1 IN OW-LI-1149 UNITS,HERE THE TOP Of-ITE 5111 OF AN OPERABLE WINDOW OPENIN6 19 LOCATED LE55 THAN 24'ABOVE THE FINISHED FLOOR AND 2016023 6REATER THAN 12'ABOVE THE FIN15HED 6RAVE OR OTHER SURFACE BELOW w ON THE EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW 5HAU COMPLY SHEET NUMBER NTH ONE OF 11f FOLLOWINO: NOTE EXRNZT FAN 6ENERAL CONTRACTORS AND SLeCONTRAGTOR5 TO < 0 OPENINffi THAT H LL NOT ALLOW A 4 INCH DIAME!TER SPVERE TO PA-% ONE CARBON MONOXIDE ALARM IN WH �MITTENT OR DOCUMENTS UPON RECEIPT DUET CLUSTER 50 cfm INTE5 REVIEW THESE CON5TRL)GTION 000 THROUGH THEE OPEN1N6 IN M LARGEST OPENED POSITION. ONE AND TWD-FAMILY VNELLIN66, STAIR MANLFAG1WER TO VE516N HD= HOLD DOWN 20 CFM CONTINUOUS NOTE V: & 0 FALL PREVENTION DEMCZ5 THAT COMPLY WITH ASTM F 20qO To"41OU5B AND DRUM UNIT5 IN NOTE: STAIRS TO MEET ALL APPLICABLE MULTIPLE LVL 61RDER CONNEGTION5: 0 ALL PRYER5 TO 13E VENTED FROM ARCHITECT AW REPORT ANY AND ALL UNITS 3 (MODEL D z ME WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE 6ROUP R-2 BUILDIN66(COND05 4 015GREPANCIE5 INCLUDING ANY DIMENSIONAL CONFLICT5, CONTROL DEVICE ALLOWING 1TIE WINDOW TO FULLY OPEN,SRAU NOT CO-OP5)AND UNITS OFFERED FOR SAM ALL WINDOWS 5H LL 13E CODES AND TO REPORT ANY FOR ALL MULTIPLE L\/L 61IRDER5,LAC7 E30LT TO OUTSIDE AIR PER CODE 015CREPENCIE5 AND CONFLICTS TO 2 0 ALL WASHER TO BE IMMEDIATLEY To ARCHITECT FOP,CORRECTIVE FLOOR PLAN REDUCE THE NET af AREA OF THE!1,41HPON UNIT TO LE55 THAN IN THE IMMEDIATE VICINITY OF ANDEP,5EN 200 5ERIE5 0=TEMPERED TOC7ETHEP,H/ 1/2" BOLT5 @ 2-0"O.G.,211 MIN CO CAR"MONOXIDE FROM WITH DRAIN PANS MEASURES PRIOR TO GON5TRXTION.00 NOT SCALE U) CLEAR OPENING 5T FLOOR THE ARCHITECT PRIOR To STAIR ® 4 (MODEL B- 1) CL� 3 5.1 SMARE FEET. BEDROOMS,ON THE!LOW FROM TOP i BOTTOM, 4 MIN. 4- FROM EN05 DETELTOR MMIN66.DIMENSIONS 5HALL BE CALCULATED AND LEVEL CONTAINING BEPROOM5. GLAZING 1/411 w L 7771 L n2v r ��-2 �C-wc FABRICATION. 18�0 SMOKE DETECTOR NEVER SCALED VNLE55 OTHERWISE NOTED. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED � W H ZC ' W ^ E U INSTALL ICE 4 WATER SHIELD PER MANUFACTURERS 51PEGIFICATTON5 TO MAINTAIN PRODUCT h1ARRA (� APPLY ICE I HATER SHED IN PAIR HEATHER HFBI THE AIR ROOF DECK ❑ V �-- N O MEMBRANE ARE AT TEMPERATURES OF 40•F(5'W OR HI6FER U 7RU:£%Phe TR055 MARP � 4—d ^=` u) � U PRE-BIGII�ID ROOF O C) L_ O 0') Co 7 SIIi STRCNS-TIE } MI5 STRAPPING IBI6TIG VARY) N■ V > r C,ORfR7,gU5 WALL SIEATHN5 TO O Z V a co rn TOP OF M)5 431 II X� 'd M RI155 HEEL N969 VARIM-SM TDRNHRAf FOR O Q Wm UAL ACTHEEL iV to ❑ M � U CID 12 co VARIES /E1 18'-O'HIP WIDTH ®1 �2 HR ER 1#36 p65 LIABLE ENDER D WALL P� sF3LINE OF UPPER 4 SEE DETAIL VFW-2 2 B'FASGA BD GL-4 Lu IIIP.T.POST WITH �} 4 _ - (3)2_X8 PT 61R_DER _ GAP AMHOR 4 SIM15ON BC52-31b POST � IR, Z VEMTm VINYL SOFF - I I ABUbb P05T BASE(1YP j - — -- — -- I ( 11'-0"PLT HT O_ ALL COLUMNS) II'-0•PL HT. I I s -� I A I I�L +12"HEEL HT. y/o II'-0'PL HT. B-5 O.H. LEADER TO DRrrrEu.- I ( I +12'HEEL.Ht. 1,-0" DETAIL I NOTE'R' O.H. ' 1 ' ~ 12 I I� I Z 12 10'-10"OVERHANG WIDTH 3qj NOT TO SCALE I r-o' U a� �Cl u'-0•PLr Hr I I I I I I I I L-4 OH. W/12'HEEL HT. w )�I I - $ I R. I ° Nolm, _ - - - - � Ln INSTALL HALF OF HIP RAFTER, — —— - 5"H EL HT `t p ALIGN FASTr�S•eACIH oi^ SIMPSON HGP HIP 4 +36'HEEL HT. FASCIAS I OF STRAP o " CORNER TIE SEE PLAN 1�" — —1 I %i/ji -- _. i -— ——— I — — Z - - -- — — — /L / / i// �_ — - _ " GABLE ROOF TRIS GIRDER ❑ //// j///////' a " 11'-01 PL NT /////// // //// I 1 L- — — - - — — — — — — J " reSi Sm" r OVERLA TRUSSES //� / \ 14 _ °H. AIJ COMBINATION ONLY WHEN EXTERIOR WALL TOP cL-4 ~ USE IN COMB PLATE HIP GONNEGTION �� 5T'UD5 AND'F:APfERS DO NOT ALIGN l- INT.BEARING FLUSH ROOFS 12 WALL BELOW ii/ji// /i j j/i j I I - - 2 DETAIL 3 a ://///// /// 1 DETAIL T / / �, — - -- cn FL- '- IL-\ T m NOT TO SCALE L-4 NOT TO SCALE L-4 I 11'-0"PL HT. +Ir HEEL HT. NOTE•R' I I I r/ /r/ / ///�// II �.T..� II— —II I I 12 -1l -� Loo+o I"L — j//�%/ r�/ + ROOF51 I I I I I� Nr y �' III I I I I IF A6PHALT ROOF 511N6LB5 � �/� // / I I V AL16N FASCIAS -� / V II_ I I I I HATCHED ARE INDICA // / /// - -- PLYW60D SHIE-AWNS LOCATION OF FIRE / r 11'-0'PL HT. , IS"RooFING FELT PAPER / +I2°HEI.HT. III L- J-. — I II-0. / /Y' ✓ r//ri/' L_ ; I 1 1— I rtaTALL IG£ HINTER 5F�D PER L__-1_ _ // j�/ Y// // -I - - — — 15'-0'PLT HT HAMALL Im14 H SPECS.TO Rom FRAMING �� �.- �/��/ �j /I - I I I-� _ -�- J i i � ALIGN RI � , I, lAl\'� I� /-( I- MAINTANPRo0.GTYNRRANT(. /, —LT ,//7/ .J1/ //// ,/ /. Z CAM DOYN FRONT OF FA5GA- / J ALIGN RIDGES I _- I-- -- — — — — — — — -- -- MIN 4•TYPICAL La- s- AL16N RIDGES I NIS/ _ I— — — — —L--T2--I L1C1 0.40 AL INRH DRIP ( / // // / T— — — CAP NF S' // / / / 1-- — — TRU55 RIDGE MU PENT // //� � 6lmae OH' — �-1 Fl TRt%R106E W/VENT 6A1.V.OOMiOTORS o 1 — — i / / /r�/1�- = _ �= - �-1 L_ �— — I o AE IXM 5d�R BEAM 0- 12 I L _ _ JII I o I I I it l /fir//i// I L� �- ❑ 1q 6ABLE /// // LQ 1 1 o I r I ROOF TRU55 GIRDER — — — — — — — J L- �" END CH. APPLY 14 WATER SHIELD N o _j_1 fJ FAIR YFATHERROOF DEcic AlD I \ I I I I I I I �-r/L — -- �r -I� (-�\ �•�� 1 '/' NO THE AIR I I I T T- —r T t I+3�RAff ARE AT .H -I 11!PERATLRTS OF 40'F 15.6)OR PRESGIRTE TREATEv 5OFFR 1I'-0"PL HT. I — — — 1 HI6FaL FIiAMN6 +12'HFI.HT. FASGA BOARD AZM SOFFR BOARD W U I I I VE m'VI50�IT II I L_ _ J L__ _ ' ////// — - — — -- — — — -- --- --- �1II �, II 11 V. %� I I DETAIL u it IF- — — — -+ I I I I OH. OH. ' /jj / 4 I( Il // r/ �/ // r I I -0"PLT HT I I ^ o l l ' I I I o. I I r 12 I 12 I (+24"HEEL Hr) I NOT TO SCALE L-4 I- 1- — __ I 12F—12 �1 I I 12 12 // loses I to I NL 2,-0" I �- — — — — � �� I i NOTE•R• ,,I. 1- � O.H. z I>_ z 5'-0' 3'-8" / /�//j%/// L — — — — — -- -I = O I 'R' I i , / //i1 �i/i/// /'_ GABLE ROOF TRU55 GIRDER w I , I I NL ------------------------- NOTE: INTER5EGTIN6 ROOFS — — — ` WFJAVE ROOF 5HIN6Lf5 AT III I I I I = _ — "' — — — INEAV EGTION OVER ICE I I L '/ //////// 4° Q'-0'PLT HT o TRUSS �i //j/ '✓ / 12 LINE ENDHALL SHIELD MEMBRANE-CARRY 10'-0"PL HT. MEMBRANE MIN.24'OUT IN III N � I 61RI7ER5 IRHD� �� ___1105 I +12'HEEL HT. Q I DORMER WALLS 1-0• ALL DIREGTIONs OF III Z I °` I I lo'-o'PL HT. �1� �/ //// Q o O.H. INTER5EGTION----\ Z I AL1 +12"HEEL HT. FA GIA5 //j///�; - LU � I I /f < Ln a FASCIAS O.H. I/ i c Z 12 12 I O.H. /// // \ lSl Q I ROOF OH. I OH. A r%j/ j j N �+ U IL 10-0PLHT. / //fir - - - - - o- - _- __ _ - _ - - _j .. TRuss 1 1 B-5 //jj/ — — - — — — '� - - — y� O m L L --il �r — — — fl= = =J J +I2'HEEL Hr. w V F 11111 UJ — II II 4 10'-0'PLT HT I 4 0 10'-0•PLT HT z U o I +12'HEEL HT. B UI DETAIL5 q 2 HR SEPERATION D-5 O 4 555 vE1AU�'AE1I/FW�-2 � O .11 NOT TO SCALE L-4 WOOD ROOF TRUSS SPECIFICATIONS: EUL- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED,WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE Ell � FJ- C 7 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F- D (EQUATION 16-8) D+L (EQUATION 16-9) z_ D+S (EQUATION 16-10) D+.6W (EQUATION 16-12) Z U D+0.75(.6W)+0.75 S (EQUATION 16-13) D.DEAD LOAD,L-LIVE LOAD,S-SNOW LOAD,W-LOAD DUE TO WIND PRESSURE WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 3D OF ASCE 7-10 UNIT 4 UNIT 3 _ FOR 130 MPH ULTIMATE DESIGN WIND SPEED(101 MPH BASIC DESIGN WIND SPEED)IN EXPOSURE CATEGORY B. LIJ W ° ° ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: TCLL-20 PSF PLUS UNBALANCED SNOW LOADING,WIND LOADINGS,AND ANY APPUCABLE SNOW DRIFnNG OR BUILD UP LOADS AS REQUIRED BY ASCE?-10, TCDL-15 PSE, BCLL-IOPSF, MODEL D AND BCDL-10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. — ❑ � GIS F�,� MODEL B I (INKBERRY) U �oQ� F TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR.75. _ \ TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE FOLLOWING G INFORMATION: f 1N.DEPTH,SLOPE(IF ANY) SPAN,AND SPACING. W 2.LOCATION OF ALL JOINTS. '-I 3.REQUIRED BEATING WIDTHS. 4.1.TOP CHORD LIVE LOAD OR SNOW LOAD. _ °: �` 'I'•' '-r ) G 4.2.TOP CHORD DEAD LOAD. y 4.3.BOTTOM CHORD LIVE LOAD. /0 L 4.4.BOTTOM CHORD DEAD LOAD. 4.5.CONCENTRATED LOADS AND THBR POINTS OF APPLICATION. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE �YQR`�� 6.EACH REACTION FORCE AND DIRECTION. 7.JOINT CONNECTOR TYPE AND DESCRIPTION(EG.,SIZE,THICKNESS OR GAGE)AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE USE 20 CA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 8.LUMBER SIZE,SPECIES AND GRADE FOR EACH MEMBER. 9.CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS,TRUSS PLY TO PLY,AND FIELD SPLICES. 10.DEFLECTION RATIO FOR LIVE AND TOTAL LOAD.11.MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. 2016023 12.REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. LTJ •TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. DUET CLUSTER •ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS,OVERHANGS,AND ROOF PITCHES SO THAT FASCIAS AND RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. 6UTTER5 ILEADERS Q SHEET NUMBER •TRUSSES SHALL BE FABRICATED IN ACCORDANCE wm1 THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIOID FIXTURES DURING ASSEMBLY TO INSURE TIGHT " INSTALL IGE AND WATER SHIELD PER NOTE 0: NOTE 5: NOTE R: UNITS 3 (MODEL D) & �- FITTING JOINTS. ALL 6UTTER5 LEADERS SHALL BE BAKED WHITE ALUMINUM .032 MIN.GAUGE, •TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR 6 RESPONSIBLE FOR THE MEANS AND METHODS OF 6UTTER5 SHALL BE 5"5EAMLE55,0.6.STYLE W/ALL RELATED 4 REQUIRED MANUFAGTURE'5 5PECIFICATION5 TO PRE-ENGINEERED OVERLAY ROOF TRU55E5 PRE-ENGINEERED 5GI55OR ROOF TRU55E5 PRE-ENGINEERED ROOF TRU55E5® 24" O.G. _ ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SECA BUILDING COMPONENT SAFETY INFORMATION(SCSI)GUIDE TO GOOD PRACTICE FOR HANDLING,NSTALLNG 3 BRACING OF A(CE55ORIE5. LEADERS SHALL BE MIN.2"x3",.021"6AU6E W/CLIP5 4 ANGHOR5. ll ROOF PLAN. ZMEra.PurE CONNECTED woo0 TRUSSES. MAINTAIN PRODUCT WARRANTY ® 24" O.G.DESIGNED BY TRU55 ENGINEER ® 24" D.G.DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER 4 (MODEL B- 1) � �`L •PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPUFT LOADS SHOWN ON TRUSS DRAWINGS. AREA OF ONE ROOF CAULK 4 SEAL ALL JOINT5. PITCH 6UTTER5 MIN. I/S"/FT.PROVIDE P.V.G. •TRUSS MEMBERS SHALL NOT BE CUT,NOTCHED,DRILLED,SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL BUILT OVER ANOTHER REGEPTOR5 S"ABOVE GRADE TO RECEIVE LEADER5(GL05ED GAP OE516N). 1/4" = I'-0" W •THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES.THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I. OPTION#1 48" MIN 48"MIN H CODE SECTION 106.6-EXCEPTION 4: �✓ DESIGN ®oU336 FIREWALL MAY TERMINATE AT UNDER5I0E ROOF OPTION#2 5EGURE ROOF 5HEATHIN6 TO G-RUNNER TRACK Z 5HEATHIN5 IF FIRE RETARDANT TREATED CODE 5EGTION 106.6-EXCEPTION 4: 2"G-RUNNER TRAGK2"-CAULK FOR W E FIREWALLS MAY TERMINATE AT THE OPTION#I 8 SHEATHING 15 INSTALLED FOR A 015TANGE OF SMOKE TIGHT JOINT OVER L) WALL RATING - 2 HR. n UNDERSIDE OF ROOF NON-RATED U FINISH RATING - 120 MIN. 4-0ON BOTH SIDES OF FIREWALL 15 SHEATHING PROVIDED THE ROOF IS METAL EDGE FLASHING # O '�"'� � RATING _ 6I ��� ITEM 48" 48" PROTECTED WITH 5/8'TYPE "X" OPTION 2 0- 2 U p SECURE WALL SHEATHING TO 0 U 0- STC ( ) 6YP5UM BOARD DIRECTLY BENEATH G-RUNNER TRACK TYPICAL ROOFING Z ^ , w U THE UNDER51DE OF ROOF SHEATHING O WZO JM AND 15 SUPPORTED BY 2"LED6ER5 ROOF TRU55 � � 05 v XA ---Exx A V ATTACHED TO THE 51DE5 OF ROOF U > > P' FRAMING FOR A MINIMUM OF RAKE BOARD-•YP f p N y: 015TANGE OF 4'-0"ON BOTH 510E5 -------_- _ _ .__-_- _---- - OF FIREWALL.ALLOW NO OPENINC75 IN '� ,r 2'i HI STUD TRACK AN OPTION #2 " TYPICAL 51DING - -- Fx '�---- - -- Fx Z a� m 0) G ULK FOR SMOKE TI H ROOF WITHIN 4'-0"OF FIREWALL O x r> ,�' `w• ,' `� %"`• J I T OVER EACH SIDE.MINIMUM GLA55 B ROOF U Q w o? -•A'', ROOF E5® 24"O.G. 5HIN6LE TO BE INSTALLED _ � � " HIDDEN METAL FLASHING: v, 1,•....,.,5 i,,,....•...,.,-.,•...............................'�............r................... ... _....... ;I- ';...•.............. ............. F SHEATHING 12 VERTICALLY ✓E 12 HORIZONTALLY ❑ Cl) _ 2x4 TUD5 CONTINUED TO E IDE •••�-----r �rw+w,.µwJ+..nn"..........•......_....•..... ..........•.••..... r......ra„w�r.uw_____-...................._T__...... ..1.__............•.......vir,..,..,.......,..,.�,,.�,• µ.. -.. .--_..........._................__..n.......... . .... ._.-.....__......... _ _ _ _--_ . ... o R o " U _i '. ... R.tra -_-...... . . . OPTION#I 2x4 L2(TYP)W/ M OPT.#2(TYPJ j �, •' : ;;..; 1:�,�, k I AI SPACE EA. SIDS (� ,.• •1 s a �` 2"x2N2 "LONG S5 ~ cc ... ... -...-_r,a _---.......... -- _.:G: '_ _..r..._-_-•: .......,...._ti..._.�_ -.i OPTION#2 ., 063 ALUMINUM U56 { INSTALL TREATED PLYWOOD 5HT6 BREAKAWAY GLIP5 `•,. , y.•_✓' `,_..,�'{ OR MIN 48'OUT, IF LOWER ROOF 15 F :................. :A" ,SII{ SPACt :' `, ; 4'; GYP. BD. OR MINERAL LE55 THAN 30"BELOW HIGHER ROOF SECURE ROOF 1% 51, WOOL FIRE BLOGKI SHEATHING TO TRUS CONFIGURATION TYPICAL Ro0FIN5 „ --- - 063 USG ALUMINUM Z 3 I/2 (R-13) BATT ASW CLIPS OR O/3 USS -- - - - - - - --- ALUM ANGLE CLIPS xT-----------Tx x�------ BREAKAWAY GLIP5 0 b_:XP0 1 �;;DTO11"IR : FROM AREA 4�.�'.+1�±��'��1� 1�1r',?��..�.:'w�T?@:f�Nl �'.. J I" AIR SPACE DOUBLE H-STUD TRACK I"AIR 5PAGE I"AIR 5PAGE SGREWED BACK TO BAGK i ,� �' � ,/ `', �., TTYPEEX"5HAFTLINER, TER"PROOF 6UARD I/2"GYP.BD Z ? ; t - FIN15H ON BOTH •�--.F3 DOUBLE H STUD TRACK SGREWED FILL I CAVITY AT FLOORS AND FI • •, � a BAGK TO BAGK CEILING W/GYP.BOARD OR MINERAL BOARDS W/ BER6L 5 F : SIDES AND EDGES w �.wwwwwwwwwwwwwwwwv3+..w .x.,•a�,.••_••;•••••..• ••J w...... wwwnA. `www ...:...... ,. ..................................... .......-- - ---.... w WOOL FIRE BLOCKING U w,..wwwww _ ill AIR 5PAGE p „.,,, wwwwwww.•N• LL Ln ..,. -t :r-- y: .; (2) PIECES G.P. TOUGHROGK I° 2" H-STUD TRACK -� ::...:. " .;. FIREGUARD TYPE "X" 5HAFTLINER, ~O m n y _ ._ v - a __. }_ _..�_._.......... moi-- ;.....__........_ ;•:I PROOF BOARDS W/ „�' �...� .......... .. = , , ;.y-`• •� . . 2x4 P.T. SILL PLATE ❑ t ...�_ WATER FIBER6LA55 FIN15H ON BOTH 510E5 - i . .. - -- ' ` '1 \�cr�..........- ilx.r..:.:...........-I AND ED6E5 FIRST RST FLOOR _ v , ,...... W 3/ T86 056 ---...... - GLUED r� OPTION#1 5UBFLOOR L SGREWED - RUN RIM JOIST PER FLR J015T MANUF. GORE SECTION 106h-EXCEPTION 4: ROOF TRU55 FI I GAYITY AT FLOORS AND GEILIN6 hU FIREWALL MAY TERMINATE AT GO NTINU OUS BETWE EN I T PER PLAN LL -----JO 5 5 PLATES AT EXTERIOR ; ' GYP.BOARD OR MINERAL WOOL FIRE UNDER5I0E ROOF 5HEATHIN6 IF FIRE CONFIGURATIONB WALL - (2) 2x4 P.T.SILL PLATE BLOGKINC .063 U56 ALUMINUM RETARDANT TREATED 5HEATHINC715 E •�, f t } •;': - - BREAKAWAY CLIPS 4 INSTALLED FOR A DISTANCE OF '-0" ......................... .............................461 ,..�- _. ON BOTH SIDES OF FIREWALL � :3:4^ (R-13)CLOSED CELL 5PRAY FOAM IN5UL 8"(p ANCHOR BOLTS (14" LONG + U ALONG IN51DE FACE OF FND.WALL5-FULL HT ` ,`. ° `' 3" HOOK,b" MIN EMBEDMENT) OR ION#2 AIR SE'ACI � i-,.,, r1�R rj�+/L�'.0.,....,..........; }•.. �� �•....--.... AIR 4,vPr'IC:F? FIREWAI L5 MAY TERMINATE AT THE UNDERSIDE OF ROOF OPT � a - CODE SECTION lob 6 EXCEPTION 4 r (� I 1 I OR DRAPED BLANKET INSULATION HOR5 H/3"X311 . v - -•_-•-- ' '. -<•``• •--:-;,---• ,_, --c- •-r �`;",•-i'-••' ' `,•;'if ^Y'".';';••7••• „•`` 4" 0/G. - TED 5HEATHIN6 PROVIDED THE ROOF 15 PROTECTED WITH a' ADHESIVE ANG m # WASHER PL ® 2 NON RA " N ❑ w (I) 4 HORIZ.REBAR 5/8 TYPE X 6YP5UM BOARD DIRECTLY BENEATH THE UNDERSIDE ',,�j';.� ; ''`' I' '1'ti ♦', •�ti %j!,` ,' I ;' ; j OF ROOF 5HEATHIN6 AND 15 5UPPORTED BY 2"LED6ER5 �, # 2 HR FIREWALL SEPERATION DETAIL 4 (I) 4 HORIZ.REBAR® MID BASEMENT ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF , kf,{/ `;'�, I ,`�,?. ,_ ;�:: HEIGHT OF WALL STORY d a ; W. i ,r; • .. SEE GLU5TER FOUNDATION PLANS FOR LOGATIONS , n rr N.T.S. FW2 DISTANCE OF 4'-0"ON BOTH SIDES OF FIREWALL.ALLOW NO OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM '' �• `' ''' ��' r ` 12" FOUNDATION WALL ON 24"x12 GLA55 B ROOF 5HIN6LE TO BE IN5TALLED. TYPICAL BA5EMENT 5LAB t z �• ``'�,.f' ! �,� P.G. FOOTING •4"PL.5LAB(MIN.2500 P51 U) -. •`- L. rf, `., GONG) 5TG RATINe A0b MIL.POLYETHELENE U56 BROCHURE 5A100 (FIRE RESISTANT OPTION#I r-i7`5ia ,1 ` K \_r -1• ,.0{,./.� t • ,i�-�.J..*-..n-_ t ' � _ � ; t � I:.� �; I ,4 a VAP BARRIER CODE SECTION 106.6-EXCEPTION 4: r �_s �_n n^- r••' , r r 'TAMP d FILL To 95SK DENSITY f Q d Gl M22 I ARE FIREWALL MAY TERMINATE AT UNDER51DE ROOF OPTION 2 '�, r/' `,'!.� ,•" . ,.__ .,~,y~- ,. 5'.�,'*4�{ I �: J �'i� /'�. a d ° P (AREA SEPARATION WALL z F• r : /'' 1 y,•1 : ? /:' % :' = -..,t i , a e . 5HEATHIN6 IF FIRE RETARDANT TREATED CODE 5EGTION 106.6 EXCEPTION 4: LU .� i; { , 5; {��,,;. ' '. `I I , • : ;: _ a d SYSTEMS) • : i : i f 1 ` '~r ' TEST#UL DE5 U341 4 ', SHEATHING 15 INSTALLED FOR A DISTANCE OF FIREWALLS MAY TERMINATE T THE I rr� 'i `'' +} t ;�:` ` - a '-0"ON BOTH 51DE5 OF FIREWALL UNDERSIDE OF ROOF NON-RATED 1 •:' r S Lam_ �if�r •l• : _.sal.�' - >. .,nA.. d d D OOF 15 r••°` SHEATHING PROVIDE THE R U 4F,�:1 liw' d. ° - - -- -• - AGOU5TIGAL PERFORMANCE = STG 60 48" 48" PROTECTED WITH 5/5"TYPE "X" O HORIZONTAL #4 e a c TE5T#RAL-TL-SS-350 " 6YP5UM BOARD DIRECTLY BENEATH BASED ON 2x4 FRAME WITH MIN. 3 THE UNDER51DE OF ROOF 5HEATHIN6 d d v a MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED 1D 2"LEDGERS a ATTACHED TO THE SIDES OF ROOF 5EGTION 1201.2 OF 2015 IBG- WALLS, FRAMING FOR A MINIMUM OF 5EPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/CEILIN6 DI5TANGE OF 4'-0"ON BOTH SIDES A55EMBLIE5 5EPARATIN6 DWELLING 2' H STUD TRACK AND OF FIREWALL.ALLOW NO OPENINGS IN I. Floor Intermediate or To Wall -- 2 in. wide channel 5ha ed with I in. long legs formed from No. 25 M56 goly Steel, Secured with Suitable 2 HR FIREWALL SEPERATION DETAILI UNITS FROM EACH OTHER OR FROM G uLK FOR SMOKE TI H OPTION #2 ROOF WITHIN 4'-0"of FIREWALL P PUBLIC OR 5ERVIGE AREA5 SHALL HAVE J It05 OVER EACH 510E.MINIMUM GLA55 B ROOF fa5tener5 5paced 24 in. OG. N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOGATIONS A 5TG OF 50 OR MORE. ROOF 5E5® 24"O.G. 5HIN6LE TO BE IN5TALLED 2. Metal Studs -- Steel members formed from No. 25 M56 galy Steel having "H" -Shaped flanged 5paced 24 in. OG; overall depth 2 in. and 2x CONTINUED TO �, P�IDE flan e width 5 -- in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 0 of 5HEATHIN6 0 g _ - I" AIR 5PAGE EA. 51D 3. Gypsum Board* -- Two layers of 11n. thick gypsum board liner panels, Supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88 350; STC = 60 60 I into "H" -5haped 5tud5. G6G ING -- Type 5LX. TYPICAL FRAME WALLS GYP. BD. OR MINERAL UNITED STATES GYPSUM GO -- Type, 5LX (2)PIECES 6.P. E "X" 5OGK I WOOL FIRE BLOGKII - UNRATED FIREGUARD TYPE "X" SHAFTLINER, U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW WATER PROOF BOARDS W/ FIBERGLASS FIN15H ON BOTH 51DE5 AND ED6E5 ASW CLIPS OR .O(3 USCF in PROTECTED WALL: (Bearing or Nonbearing Wall) - ALUM ANGLE CLIPS o i 2 HOUR FIRE 5EPERATION I„ AIR SPADE DOUBLE H-STUD TRACK w WALL 5HOWN HATCHED _ 4. Wood 5tud5 -- Nom 2 by 4 in. max Spacing 24 in. OG. 5tud5 cro55 braced at mid-height where necessary for clip attachment. Min 3/4 in. SGREWED BAGK TO BAGK Separation between wood framing and fire Separation wall. 10065 HORIZONTAL CONTINUITY: 4A. Steel Studs -- (A5 an alternate to Item 4, not Shown) -- For Bearing Wall Rating - Gorro5ion protected Steel 5tud5, min No. 20 M56 FIRE WALL5 5HALL BE XNTIN0005 FROM DOUBLE H-STUD TRACK SGREWED FILL I" CAVITY AT FLOORS AND w EXTERIOR WALL TO EXTERIOR WALL BAGK TO BAGK CEILING W/GYP. BOARD OR MINERAL b (0.032q in., min bare metal thickness) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly Steel or No. 20 M56 (0.033 in. thick) ed Steel cold formed Shall be de5i ned in accordance with the current edition of the 5 ecification for the Design of Gold-Formed Steel 1" AIR 5PAGE WOOL FIRE BLOCKING prim g p UNRATED 2" H-5TUD TRACK Structural Members b the American Iron and Steel Institute. All design details enhancing the 5tructurol integrity of the wall a55embly, including TG R�TINC the axial de5i n load the Studs 5holl be a5 5 ecified b the Steel Stud de5i ner and/or producer, and 5holl meet the req�uirement5 of all # WINDOW (2) PIECES G.P.6PE "X" 5OGK I" - FIREGUARD TYPE "X" SHAFTLINER, U56 BROCHURE 5A100 (FIRE RE515TANT M--■� g p y 9 P CODE 5EGTION 106.5 EXGEPTION 2 2x4 P.T. SILL PLATE z applicable local code a envies. The max Stud 5 acin of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ PAGE 22 (A) pp g p g _ GARAGE PAGE 22 (AREA SEPARATION WALL w �, tracks with 1/2 in. long Type 5-12 5teel screw5 on both 5ide5 of 5tud5 or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATEDL )O FIBERGLASS FINISH ON BOTH SIDES I 5HEATHIN6 To EXTEND 4'-0" ON ), GODS SECTION 706.5 EXCEPTION #3 AND EDGES TE5T #UL A151 5pecification5. Top and bottom tracks Shall consist of Steel members, min No. 20 M56 (0.032q 1n., min bare metal thickne55) 5teel or min UNEXCAVATED TYPICAL TEST#UL DE5 U341 O � m O 656 0.036 in. this alv Steel or No. 20 M56 (0.033 in. thick) rimed Steel, that rovide a Sound Structural connection between BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/NEPA 13 OR GARAGE 5LAB w No. 2 ( k) p p OFF5ET WALL NFPA 13R SPRINKLER: 4"P.G.5LAB(MIN.3500 P51 GO.M. w Y g AGOU5TIGAL PERFORMANCE = 5TG 60 > Steel studs, and to adjacent assemblies Such a5 a floor, Ceiling, and/or other walls. Attached to floor and ceiling a55emblie5 with 5teel FIRE RETARDANT TREATED SHEATHING c I REINFORCED WITH 6x6,IN5I ww.M. w W fa5tener5 5 aced not greater than 24 in. O.G. 5tud5 cro55-braced with Stud framing at midheight where nece55ary for clip attachment. Min n " AT FIREWALL END S" WIDE x FULL ° a a "TAMP a FILL TO 5LAB DENSITY TEST#RAL-TL-88 AME 0 = Q p g 4-0 MIN. 4-0 MIN. (I)#4 HOR1Z.REBAR a "SLOPE GARAGE 5LAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" Z � � 0 3/4 in. Separation between 5teel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. HEIGHT OF FIREWALL rowARDs GARAGE DOOR MINERAL WOOL BATT 15 EACH 510E _ 0 4B Steel Studs -- A5 an alternate to Item5 4 and 4A, for use in Configuration B only, not Shown) -- For Nonbearing Wall Rating - Channel e d SECTION 1201.2 OF 2015 IBG- WALLS, 4 2 HR FIREWALL SEPERATION DETAIL 2 �; .� � PARTITIONS AND FLOOR/GEILIN6 0 Shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-I/2 in. wide, min I-I/4 in. flanges and 1/4 in. return, 5paced a max of 24 in. OG. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel 5haped, fabricated from min 25 M56 N.T.S. - ASSEMBLIES SEPARATING DWELLING UNITS OFF-SET EXTERIOR WALLS FW2 FROM EACH OTHER OR FROM PUBLIC OR ❑ corro5ion-protected Steel, min width to accommodate Stud Size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG A d a SERVICE AREAS SHALL HAVE A 5TG OF 50 W max. 5tud5 cro55-braced with Stud framing at midheight where nece55ary for clip attachment. Min 3/4 in. Separation between Steel framing and OR MORE. a w area Separation wall. Finish rating ha5 not been evaluated for Steel 5tud5. 2 HOUR FIRE SEPERATION (1)#4 HORIZ.REBAR® MID e PROVIDED 5TG=CSO } TYPICAL FRAME HAL HEIGHT OF WALL 5TORY ° i",P ANCHOR BOLTS(14" z m 5. 6yp5um Board -- Glo55ified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to WALL SHOWN HATGHED 5tud5 with 1-1/4 in. long Steel drywall nai15 5paced b in. OG. Vertical joints located over Studs. (Optional) Joints covered with paper tape and LONG + E ) OR 8" MIN Dint Gom ound. Nail heads covered with 'Dint compound. .. EMBEDMENT) OR ADHESIVENOTE; UL #336 EXCEED 5 Z d 5TAN ARDS AND REDUG 5U 5OUNDT FIRE CODE 6. Attachment Gli 5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. GIip5 Secured with Type 5 5crew5 3/8 in. long to ANCHORS L 2411 OI" p g UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WASHER PL ® 24" 0/G. BETWEEN UNITS w "H" 5tud5 and with Type W 5crew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING - �� N�o�n. o T" AND DOORSco ° 6A. Clip placement (Item 6) for Separation walls up to 23 ft high. Space clip5 a max of 10 ft OG vertically between wood framing and H studs. - ace clip5 as described in Item 6A for upper 24 ft. Remaining wall area a 66. Giip placement (Item 6) for 5eporotion walls up to 44 ft high. 5p p pp g - below re uire5 clip5 5paced a max 5 ft OG vertically between wood framing and "H" 5tud5. 5\)Ula v a 6G. Clip placement (Item 6) for separation waII5 up to 66 ft high: Space clip5 a5 described in Item 6A for upper 24 ft. Space clip5 05 described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clip5 5paced a max of 40 in. OG vertically All UNRATED 5I D I NO (TYP) between wood framing and "H" 5tud5. HORIZONTAL #4 �. Non-Bearing Wall Partition Inter5ection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. V. d °. a d. UNITS 3 JOB BER IOd nails spaced a max. 16 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. Stud with 3 in. long 10d noil5 5paced a max 16 11 GODS SECTION 106.5 EXCEPTION #3 a in. OG. vertically. Inter5ection between artition wood 5tud5 to be flush with the 2 b 4 in. 5tud5. The wall partition wood Studs are to be CGDE SECTION 106.5 EXCEPTION #2 y p y p ESUILDINGS EQUIPPED wr NEPA 13 OR NEPA 13R SPRINKLER: UNSPRINKLERED BUILDINGS: �T w 2016023 framed with a second 2 by 4 in. wood Stud fastened with 3 in. long IOd nails Spaced a max. I6 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHING AT FIREWALL END S" WIDE x E (MODEL D) lX 4 partition intersection per Stud cavity. wall partition stud depth Shall be at a minimum equal to the depth of the wall. FULL HEIGHT of FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" 2 HR FIREWALL SEPERATION DETAIL C@ GARAG 5 = SHEET NUMBER p p y g p p q P ON BOTH 51DE5 of FIREWALL Bearin the UL Classification MarkN.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 B 1 ) zTAIL (MODEL0 - g 2 HR FIREWALL SEPERATION DEUSGAREA SEPARATION WALL SYSTEM UL# U336; 2 Last Updated on 2010-10-2-1 N.T.S. AT FLUSH CONDITION F�'� TEST #RAL-TL-88-3 50; STC = 60 W . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED h