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HomeMy WebLinkAbout45545-Z SUIFOL'�coG , Town of Southold 12/8/2021 P.O.Box 1179 0 V' 53095 Main Rd Woo, �a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42589 Date: 12/8/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 88 Millstone Ln Unit 44, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-2-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/23/2020 pursuant to which Building Permit No. 45545 dated 12/7/2020 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: single family dwelling with unfnished basement, covered porch, screened porch and attached two car garage as applied for. (Unit 44) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0098 11/24/2021 ELECTRICAL CERTIFICATE NO. 45545 11/5/2021 PLUMBERS CERTIFICATION DATED 10/8/2021 AA Su olk P umbing datractors Inc t o ze Signature iffF TOWN OF SOUTHOLD �F�;� y BUILDING DEPARTMENT �Q TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45545 Date: 12/7/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#44, B-2 model) At premises located at: 88 Millstone Ln Unit 44, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-18 Pursuant to application dated 11/23/2020 and approved by the Building Inspector. To expire on 6/8/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Build spector CONSENT TO INSPECTION � RDx L- p the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the=i e MTw of 1. Southold,located at �� g which is shown and designated on the Suffolk County Tax Map as District 1000, Section 0;, 1 Block Lot (0 k' That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Building Inspe tor's Office for the f llowing;, 6W � ZJ 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: ( Z')D a-(� i( r ure) (Signature) (Print Name) ®��QF S®�j�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 ®l�C®UNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 88 Millstone Ln Unit 44 city Cutchogue st: NY zip: 11935 Building Permit#: 45545 Section 102.1 Block. 2 Lot- 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 31 Ceiling Fixtures 27 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 29 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 3g 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, DW, Micro, W/D, 150A Panel 30 Circuit/24 Used Notes: New One Story Inspector Signature: Date: November 5, 2021 S Devlin-Cert Electrical Compliance Form Town Full Annex Telephone(631)765-1802 54375 Main Road � ������: �y��-` �i Fax(633 1)765-9502 P.O.BoA 1179 r t;<;�rr,•- Southold,ItiTY 11971-0959 BMLD—ING DEP RTMEN T CEJ T1F 7 C A5 0—r'; =L i1Cit��'e:1711it;,�,._ %155L15__CC,tyLLT 1 Tease print) -�(�(- ) case pCiili j _ ce_CiP t al-fire s0lder Used In L2e water stlapi,:systeaTl Contains les: than 2/'-0 of !% _Umbeis Signature) S i7vorn to bdore me flus 0 Notary puhlA F1tORIte ofi New York Reg P'10 OTFI63683rr4 Quair„4�; Co in Suffolk County Oia!7 031, Commission Exioires f - Of 50b1y�� U� # TOWN OF SOUTHOLD 'SUILDING DEPT. �ycoom '' 765-1802 -. -INSPECTION [ UNDATION 1ST- /Vb [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � )4A5on D J DATE INSPECTOR OE SOUL v ti��a yO�o * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 7-ROUGH 1-ON = [ '] UNDATION 1ST [ PLBG. r UNDATION 2ND [ ] ,INSULATION/CAULKING AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f -ploAk DATE 2O INSPECTOR OF SOUTyOIo Li 55 L/5 M I L/'L,5-roAir, �T # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION�21SID = ` a [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) t ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR :� ` * TOWN OF SOUTHOLD BUILDING DEPT. �`ycourme�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ : ] OUGH PLBG. [ ] FOUNDATION 2ND, [ INSUL'AT.IOWCAUL-•KING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: _ A GqA&I oY4 b (LIM - rrn S l DATE ?i �)Qv INSPECTOR / BOE SOUTH - # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION z [ ] FOUNDATION 1ST j ] ROUGH PL13G. [_ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY V [ "] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O ARKS:ow hAlA 14 • uo _ ro> (UAk DATE I I INSPECTOR OF SObTyO� Lq * # TOWN OF SOUTHOL- D BUILDING DEPT. - 765-1802 1 NSPECTION [ ]- FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY=` [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT°CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [NA ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ `]� PRE C/O REMARKS: ry,•' - x�/[/4iC/ •v�• '� �Dom" DATE I INSPECTOR "` Y } 1 1 1 e 1 f 7 1 � Nov 0 k BUILDING DEPT. TOWN OF SOUTHOLO Home Energy Rating certificate Property HERS 88 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2021-10-29 Rating Number: MC200 88 Millstone Ln Registry ID: 146354555 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 50.3 Use MMBtu Cost ost$98 8% General information Cooling 0.7 $37 3% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $12 1% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.0 $997 79% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 82.7 $1264 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95;0 AFUE. Criteria 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 ECCC New York State 2020 Ventilation System Exhaust Only: 128 cfm, 23.2 watts. 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 x d Floor NA Vaulted Ceiling NA Windq Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltratio Rate 1 52 CFM50 (1.94 ACH50) Foundation Walls R-13.0 ethod door 1052CFM x 60=63,120/32,538 t^ = 1.94 ACH 50Pa Michael Fauci Energy Testing Services Lights and Appliance Feature 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator (kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.O.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 88 Millstone Lane City; Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-10-29 Outdoors Temp During Test: 65 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: Primary: Yes ✓ No T e: Furnace Boiler Heat Other ❑ ❑ a ❑ p❑. n t `"' ;v_-,"z"" `--„ entinQ.7yye Dra"t h= ':S in lltiQe - `S eg ;Eicienc' "FuelTyne,��r�. ' . ,Crrole f e Pascal t� orst�Case dlural;,' orst,Case (Natural) Rating:95.0 N_❑✓ PE]0❑E0 N[]NOmE sE N/A Pa. Pass❑✓ Fail_❑ Pass❑✓_Fail❑ N/AppM N/A PPM 1 rs .-" ' ' Yes ❑✓ T e: Standard Tank ✓❑Indirect Tankless ❑ Size: 75.0 Style Common Vent 1Wuter Heater gip' Primary: No Instantaneous Commercial See Note 5 below 4 „ ( ) (Gallons) Stand Alone VentineTyne 3"'` Dra t." ; °S 'ilian �e S ilia'`e(Natural).` C0' CO1 E tciehc 5' <, `,Fuel Tvpei� _ (Clrcle:Type)` "� .,(Pascal)' r`(GT'orse Caseji ,GJ'orsi,,Case), u-05turaq EF: 0.95 NOP❑O❑E❑ N❑M Q S Q✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_FailF] N/A PPM N/A PPM Uverd m `y> Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No Oven CO 2 PPM 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.. Commonl Vented with Heating System or Stand Alone(Independently Vented or Orphaned S 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: �._ ' Date: 2021-11-01 GRCH ARCHITECTURE PC 3minims750 EXPRESS ERNE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#44— Permit#45545 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. Resp ctful submitted, DA% �0eERT% CIA C9 Glen erveny,AIA, LEED AP Pnn al '9 023811 Q TFOF NE�y GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDw NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 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 No. 441 Permit No. 45545 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 pPrinc' submitted, D ARC, C�\� �C6ERT C& h,/jam ny, AIA, LEED AP * � ' N�A '902381 Q T�OF NE�y 7{y`-"�>K �A-'�'* '„±^vrE1`r`�-;.<',�,"c s }a'rP,^ rF = "i-t,`.:-`x`;: 'r.':c`.^,�: ''TaS� j ` S,r..'zq GRCH ARCHITECTURE PC < ' -rµ ; 3750 EXPREsE DRIVE SOUTH ..- = SUITE 202 NDIA IS p , NY 11749 tfi, ��s..mu.ru.Y1.n�t �� k f rl,\ _ 'n'i..�-T'"�'✓'Y.2�-w3�w`�...i.L��V"'%-Y� � ,�.�i d�76eM WWW.GRCHARCHITECTURE.COM V TIUMYI-,,-Mu i .- vil.. �. _ r, ._, 639)864-9:395 November 14, 2018 Town of Southold Building Department 53095 Route 25 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 R315.5.11 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 ASTM espectfu ly submi ed, ZT D A%Glen Cherve y i IA, LE AP Principal 02381 0 T�0 Iv��� M CICIN4A01CA,L e0RP0RAYYO08 HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 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, i Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 - (631) 563-1298 > Fax: (631) 563-2954 OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O.Box 1179 54375 State Route 25 � Q Solft � Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) , Southold,NY Telephone:631765 www.southoldtownny.gov COM PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 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#27-30, 39, 40, 43-46, and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been completed based on the site inspection made on September 21, 2021. 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 fourteen (14) 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, 1���) Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL .��� ���.5�_ MICHAEL M. COLLINS, P.E. SUPERVISOR ;? TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD td� TOWN OF SOLTTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax (631)-765—9015 ht1C1LAELCOLLINS47 T OWN SO �CHf11,D\3'!1 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 22, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 27-30, 39-40, 43-46 & 111-114 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of units 27-30, 40, 43-46 & 111-114. The rear areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. I also inspected unit 39 and determined that the developer has not achieved final stabilization of the lawn areas but these have been graded and should be fully stabilized within two weeks. Additionally, the driveways of units 27-30, 3940 &43-46 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector Manual S Compliance Report Job: + wrihtso #o Date: Oct 18th 2021 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 Information For 88 Millstone Lane, Cutchogue, NY 11935 'Cooling • • Design Conditions Outdoor design DB 83.0°F Sensible gain. 12393 Btuh Entering coil DB 75.8°F Outdoor design WB- 71.0°F Latent gain 2499 Btuh Entering coil WB. 63.4°F Indoor design DB- 75.0°F Total gain- 14892 Btuh Indoor RH: 50% Estimated airflow 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type. Split AC Manufacturer: Generic Model- SEER 16 Actual airflow 600 cfm Sensible capacity 12600 Btuh 102% of load Latent capacity. 5400 Btuh 216% of load Total capacity 18000 Btuh 121% of load SHR 70% Heating Equipment- Design • •Design Conditions Outdoor design DB- 10 0°F Heat loss 28094 Btuh Entering coil DB. 62.6°F Indoor design DB. 68.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type- Gas furnace Manufacturer Generic Model AFUE 92 Actual airflow 600 cfm Output capacity, 36800 Btuh 131% of load Temp. rise 0 °F Meets all requirements of ACCA Manual S. - -wrightsoft- 2021-10-18 14 37 07 rA Right-Swte®Universal 2018 18 0 32 RSU20066 Page 1 ACCA mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Residential ' I — Review • Form ACCAa • — • •. • Equipment, 15 Mar 09 nrcx�d`mhgoamar�unm�ca Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ1AE 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 F1 No Home address(Street or Lot#,Block,Subdivision) Model B2(Magnolia), 88 Millstone Lane HVAC • ■ CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation Front Door faces West Indoor temperature. 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 28094 Btuh Number of bedrooms 2 Conditioned floor area 3299 f12 Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Grains difference 30 gr/Ib @50% RH Eave overhang depth 15.0 ft Root Sensible heat gain 14083 Btuh Internal shade none Latent heat gain 2840 Btuh Blinds,drapes,etc. Eave Depth Window Total heat gain 16922 Btuh Number of skylights 0 HVAC EQUIPMENT • ,1 Heating Equipment Data Coolinq Equipment Data Blower Data E ulpmenttype Gas furnace Egwpmenttype SphtAC Heating cfm 600 �umace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc. Cooling cfm 600 Model Generic Model Generic Static pressure, 0.60 in H2O AFUE92 SEER 16+ Fan's rated external 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 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCTDISTRIBUTION ■ .1 Design airflow 600 cfm Longest supply duct 246 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct 83 ft Trunk duct Sheet metal Total device pressure losses -0 6 in H2O Total effective length(TEL) 328 ft Available static pressure(ASP): 0 01 in H2O Friction rate: 0.003 in/100ft Branch duct Round flex metal Friction Rate=ASP-(TELx 100) declare the load calculation,equipment,equipment s- - • • duct desig n Wererigorously performed based on building - • -• above. •- e the claims made on - - forms will be subject to review and Contractor's printed name- Contractor's signature Date Reserved for County, . •. orAuthority. •jurisdiction 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist 'r wrightso¢tm Ri ht-Suite®Universal 2018 18 0 32 RSU20066 y 'I Load Short Form Job. wrigiltsoft" Date- Oct 18th 2021 Entire Douse By: Energy Testing Services... Energy Testing Services LLC 1646-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com Project.Information For 88 Millstone Lane, Cutchogue, NY 11935 besigKinfOrm • 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/958 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 Coll AHRI ref Efficiency 92 AFUE Efficiency 14 7 EER, 16 SEER Heating Input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 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 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (W) (Btuh) (Btuh) (cfm) (cfm) B s m nt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 C L1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -�- wrightmoft' 2021-10-18 14 37 07 Right-Swtee Universal 2018 18 0 32 RSU20065 Page 1 ACCK mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrightsoft, 2021-10-18 14 37 07 Right-Suite®Universal 2016 18 0 32 RSU20066 Page 2 XCA mar Model B2 MAN JSD%Rimor Model B2 MAN JSD rup Calc=MJB Front Door faces W + 9 - Project Summar Job: wri htsoft y Date: Oct 18th 2021 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- 88 Millstone Lane, Cutchogue, NY 11935 Notes- D- • n 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 of 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 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/ 1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ftZ) 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 025 0.11 Equipment Total Load (Sen+Lat) 13404 Btuh Equiv.AVF (cfm) 80 37 Req total capacity at 0.70 SHR 1.3 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 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 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 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrii}��tspft'° 2021-10-18 14 37 07 .,.,,...��.�.., Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 CA mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W y N Level 2 �90 prRakfast 98 cfm 140 cfm Living KdGkten 105 cfm M bed adiab Pant Lrndry L60 cfm Dining area Mud M bath Ei67 fm 11 cfm CL1 17 cfm 1\40 cfm Stair 1 Foyer k1`27 cth 2 CL G arage Broan Exhaust Fan Model L150 60 CFM Energy Star Contmous user timer Bed 2 `107 cfm Job#: Energy Testing Services LLC Scale.1 91 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 88 Millstone Lane Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935 Phone 631-244-2627 N JSDt2021-10-18 14 37 16 mor Model B2 MAN JSD rup r.b.de�no@en ergytestingsery ices coin N Level 1 6x16 8x16 9 1 1 x16 %14219cfm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14" 5" model 2161 24x16 24" 8x16 9 Job#: Energy Testing Services LLC Scale- 1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Suite®Universal 2018 88 Millstone Lane Bohemia,NY 11716 18.032 RSU20066 Cutchogue,NY 11935 Phone.631-244-2627 2021-10-1814 3716 r.b delfino@energytestingservices.com N JSD1RimorModel B2 MAN JSD rup Duct System SJob: wrightsofte yem ummar y Date: Oct 18th 2021 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 • - form' • For 88 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 In H2O 0.60 in H2O Pressure losses 0.59 in H2O 059 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0007/0.003 in H2O Lowest friction rate 0 003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 328 ft Supply Branch Detail 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 Bath 2 h 934 27 11 0 003 5 0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 C 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast C 1485 60 90 0.003 9.0 Ox 0 MtFx 295 190.0 st2C Bsmnt h 7475 219 53 0.004 140 Ox 0 MtFx 355 150.0 st2A Dining area h 2054 60 40 0 004 70 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen C 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry C 493 1 30 0 005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living C 2310 119 140 0 005 100 Ox 0 MtFx 34.8 1300 st2 M bath c 119 5 7 0 003 4.0 Ox 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0 004 9.0 Ox 0 MtFx 37.0 1700 st2B Mud h 359 11 9 0.004 40 Ox 0 MtFx 7.8 1600 st1 Sup-ply • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st2B st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st213 Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden wrightsoft- 2021-10-18 14 37 07 M� .,,.,.,,,,,w,.,,„,,,,,,�,,,,,a,,, Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 /tli mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W 0 Returh Brahch Detail 1 - 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 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx wrigihtsoft- 2021-10-18 14 37 07 Right-Suite®Universal 2018 18 0 32 RSU20066 page 2 XM mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) tb 0)goo H -------------------------------- FOUNDATION(2ND) 10 ' f lr � a ROUGH FRAMING& H PLUMBING 1 AHb 'lm 0,- 4- &JKNINSULATION PER N.Y. �� STATE ENERGY CODE '' lll2f a a FINAL Mix �V ADDITIONAL COMMENTS -2,-211 c) 6v- fC-,, 1 50, m f-eC-y gjOL W 0� MAL _ v - � m � b H � z c� � d r� d H bl t _ �ta�ooS c TOWN OF SOUTHOLD—BUILDING DEPARTMENT ' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 z Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny..ov For Office Use Only McPV y PERMIT NO. v Building Inspector: NOV 2 3 2020 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's � �' Cs�` >7y�o Authorization form(Page 2 shall be completed. a -APPUC-4TION-FOR BUILDWO PERWT: Date: e` OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102 01 - 02- Physical 2-Physical Address: Phone#: 631-678-2667 Email: team ia65@gmail.com Mailing Address: CONTACT PERSON: - Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION:° " Name:GRCH Architecture , Mailing Address: 3750 Express Dr.South Islandia, NY 11749 I Phone#: 631-864-3395 Email: CONTRACTOR IN FORMATION:- - _ Name:Rimor Development - { a Mailing Address: PO Box 908 Cutchogue, NY 11935 i Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ L/—04 by� Will the lot be re-graded? VYes El No Will excess fill be removed from premises? ❑Yes VNo PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes ❑No IF YES, PROVIDE A COPY. {(�Check Box After ReadMg: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,Newyork and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Se on 210.45 of the New York State Penal Law. Application Submitted By(print na enry Aya 2Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alla being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of t)V(�/Vu�.�-P� , 20 7 Nota AKRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORVAT9 N Registration No. 01PI6388308 Qualified in Suffolk County (Where the applicant is not the owne ) Commission Expires March 04, 2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name BUILDING DEPARTMENT Electrical inspector Ir TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9602 LO-9 err Qa sou tholdtownny.gov - sea ndOsoutholdtown ny APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: , Vr- ---In I Name: IQ. License No.: M<; 1-JernAil: e CC- Address: L4 T-1 L4 \Ac�e" \1J I aa Phone' N o.: No.: JOB SITE INFORMATION (All Information Required Name: L Address:--Eff Cross Street: u� Phone No.: to�I U-13- Bldg.Permit#: email: 5-" Tax Map District: 1000 Section: JCQ, 01 Block: Q b Lol: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: 0 Rough In Final Is job ready for inspection'?* Do you need a Temp Certificate'?: NZ Issued On Temp Information: (All information required) Service Size(& 3 Ph Size: 1:j�A # Meters Old Meter# Cew,Servi - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead Underground Lateraisci-) 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 �i Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownnX.00v a sea nd(&,southoldtownny.gov_ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: �- Company Name: Name; ' 1 License No.: 3' -00, ml. em ii: IrY1! �c Address: kxein 1 , Phone No.: - lv JOB SITE INFORMATION (All Information Required Name: 7- 1 (2- � u Address: 3�44 Cross-Street: tiLo ; -Phon&No.: :3i - ; ;BIdg:Permit5 :email: ,-�:i:1 10 ° T Map,District: _ 10.00_ Section: �?� ( I Block: - 181- ` ~BR IEF,DESCRIPTION OF'WORK(Please Print Oleatty) '` Circie All That Apply: t Is job ready for inspection?: YES NO Rough In Final f Do you need a Temp Cer ificate?: ES O issued On Temp Information' (All information requited) Service Siz .1 Ph 3 Ph Size: _ 1.�A #Meters�y�_ Old Meter## „ ew Serv' - Fire Reconnect-Flood Reconnect-Service Redonnected-underground -Overhead #Undergrbund-Laterals 0.12 H Frame, , Pole VV,ork Oone on-Seryice2 Y • .N Additional Information: " PAYMENT ME.VliITH APPLICATION . Request for inspection Fotm.xls h/ ! \ t� PERMIT# Address: !' Switches Outlets . i ��� � GFI's Surface Sconces H H's (� .AA i--r 1 1 I W, t UC Lts Fans Fridge �y HW Exhaust Oven C. Dryer Smokes DW p Service Carbon Micro Generator Combo Cooktop T`_ Transfer AH _ --Mini Comments ` v' t �4St1FF0(,��� I Town Hall Annex 54375 Main Road °� G� i Telephone(631)765-1802 P-O. Box 1179 �" =� Fax(631) 765-9502 � -- Southold, NY 11971-0959 `.0 "-Z= : I . BUILDING DEPARTIOENT - NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOi) CONSTRUCTION ANDIOR TIIVISIER CONSTRUCTION Date: Owner- " Y` �) �, 1. � � ��� �►�1�Y�.-�l� 6 L Location of Property: A - r Please to _ otice that the{gheck applicable line): ' _ New commercial.'or realefentialatructure _ 'Addition to exisfimg,comrnercial Qr residential strucfi ir6, - o: RehabilitaVph--t .�n existirig'ccmmercial or residen� + I.st .�, ". ri�ia, , rucfiure to be constructe 'ar pe nce e w ill utirforr od—at the subjedt,property refere "abov " life (check appl' al?fe��line : `: I-:.. Truss.t ype,construction (Ti-) - - - -- ---- —-- QC)D+ 01 -- _ Pre-engineered wood construction (PW) Timber constriacfioii (TC) -• -- in the following locations) (check ap01*6ai;le in.e"): Floor"framing, including gir rs and beams (F) Roof framing (R) Floor and roof.framin { Signature: Name (person submitting this form): Capacity (check applicable line)- V\j Owner _ Owner representative TrussReg1S.docx Effeclive 'I/1/2015 t ON ' llirit��`,..•.,"�ir' t��t+-r¢�.+ � •GlY�r..IQ' �..y�+�ti��;.�'1�ii` >• i �~'1 1111 �5�3"�•,�•t S��y!�K� ���ti=`ti n� :c�i�.t�r`,j tK � j��t}'•s'� 'L`l t'�i s�.ti L� +�aq2'�.��' E •r �r��^r sX crt.. {l `fl yfr v�f�ts`-' �rn`N•'�L-- � "'' e„u •�"��'i�... � + '+ipi �,'L��W �`j 7 � rix t�T 3' 'ryi t•;'+,��r. '�� �� � MSIr�s7.J' +'Lir �. •,,G',�a ��� • �.�.r`,l�h•�•S;���:: �)fit � �_ 47ti rk a .r •�s •`� f a 71 ,lox��-••aav (C' ,y+i 7 >•'t �..�.S Ji a �''� �'2`y,}r,[��•�� r + r, cii rxt � �if 5���-i .�,�ts"r��"S�r�},s��.l�•'��.,y x y\� `�L't y, u. \ #�'F r tlr✓ �"S i 7�f� �1�i 1 11 r C�rx r �' P,�y.'���� "•� ���' r�r�rC+.'.}�°,"-r.�`t;,>t��l?�k � c������.'�T�S'^��'���,��i�;� �� F► 4 "�� IMil. ., t �+t ��t ,cam ���� •e + '�� f FLOOR FRAMING, INCLUDING �Y �.,•i'+ v�� ��f •{C+y� r' _ �!`�? "r tt�„t�R'' "c.�`.�*�, �4t�5'_� •rs'+A�� �„ �T ... ,[f'+,¢. l •� r� "t`�#a. �R.�� ��- 'tLy's'e� - �..,�ny'r�•v� jf rK ,�rl M b� Y�� ���fe+ �1' ° F � ��FhSy ' ri�.�rn'�.t��'' .���- � 'k #: BEAMS "` i!s tai .1 r t ri5 YM. `•MW.%u 'atw+n.•n.ws••aa�/+r '�T ""P'l �a I'A'm�- ,Ja t F, a 0 nr F V, o4i 'VI Ul 'N' *"Buil' 011 !P, EN S C-4 c6 �1144 AW 11 bra,1 0 7M vm� EN N5 0"1 gq? io gp 'tr SI PH, 111,RIO, m 4 W WEW ORO��TWIMO-aju' 0M, iS lo ,M Ov . . . . 1 0-1,41 "N" MP j 4 'pr g""gx-np"m 'A U V A"? Niz 4 N3 xZz"\16\ Wl Wl .......... .. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER]MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL ARIL WATER SUPPLY FACILITIES FOR A SINGLE FAMILY]DWELLING REFER TO REVERSE Sl®E OF THIS FORM FOR I14STRUCTI ONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL SECTION 1 F®R AI.L RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- ()9 9 Tax Map No.: 1000 District Section Block Lot o Name of Current Applicant: Rimor Development LLC Tel#: (631) 735-9200 Mailing Address:PO Box 908, Cutehogue, IVY 11935 Email Address:teamalia65@gmaii.com Name of Current Agent:Henry Alia T—Tel#: (631) 6782667 Mailing Address: PO E30x 908, Cutchogue, IVY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have not been rformed,a new a2plication will be required rSECT]®N 2 F®R TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#:( - I hereby transfer all rights and interest in the above referenced permit to the new-applicant named above; Signature of Previous Applicant/Agent: Date: SEC)C'IDN 3 li OR TRANSFERS'WITHOUT PREVIOUS APPLICANT/AGENTPERMISSION Name of Previous Applicant's Architect/Engineer/Surve),or: Tel#:y( ) - I hereby authorize the above named current applicant to use the previous applicant's su'rvey/site;-plan for this project prepared by me;for the purpose of transferring the above named reference number and'its site design. Architect/Engineer/Surveyor's signature: Date: SEAWALS AND TRANSFERS Application is hereby made to[ ]'TRANSFER,rr— RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I here th t I have examined this complete application and the statements therein are true and correct,and that all work shall be done io dance w' all applicable Town,County,State and Federal Laws. "Any false statement made herein is unishable as a mild r urs nt o S A_ 45 of New York State Penal Law." Signature of Current Applicant/Agent Date Print Name of Current Applicant/Agent V Title Henry Alia Agent/Project Manager DEPARIM ONLY Permit is Transferred/Renewed Until T- 0 m 2.3 Number of Bedrooms Approved WA Signature of Department Representative Date d®-Ir d ao WWM-104(Rev.02/12) 'IPE SHALL BE 15- CPP WITH A SLOHL Ul- U% FOLLOW UNLESS OTHERWISE NOTED: . STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED ; IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. E MINIMUM 6' DR-18 PVC OR CAST IRON WITH A 9 BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE " TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT 3E C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BLOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". © COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' VER/DRAINAGE LINES. 0 BLOCKING: ALL TEES, BENDS, ,PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. ' PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: :RVICES TO BE INSTALLED BY PSE&G AND OAY VARY DUE TO FIELD CONDITIONS. ELECTRIC m PRESSURE AND LEAKAGE TESTING; ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. Q DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651.86, OR THE LATEST 'ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVBACTERIOLOGICAL o LOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DNTRACTOR SHALL ENSURE ALL CROSSING SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT DURING CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. Habitable Garage Area TOW (SF) Harvest Pointe at nit Numbers Area (SF) (SF) � 77-124 1,999 486 2,485 �' 3,8,3.0,12,14, 923,26127,29, Cuch®gue, New York 33,36,39,41,45 1,599 363 1,962 Town of Southold 17,49,50,52,54, i% 59,68, 72, 76 No. Rovision - Date Apovd. ,5,6,9,11,13, 13 TOWN/SCDHSREVISIONS 7/28/17 AVL L9120,22,24, 17 TOWN REVISIONS 6/14/17 AVL !$,30,32,35,38, 1 1,599 363 1,962 11 SCDH REVISIONS 4/22117 AVL X2,44,48,51,53, 10 REVISED PHASING PIAN PER TOWN 4/6/17 AVL 10,62,64;66;70,— 73,74,75�`— - ---- -- - - - 9 Tt3Wta•REVI5ION3_ ... - 3f27/b7- =AVL`:�_ = - _ 7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVL 63 65 67 69 71 1,599 380 1,979 �os� by=Nro; ' ;��. .s n^ ti.: •.;,.:�A,t:,,,, tl,o�c�aa�y , rX y S• ?a+�? •`,a ri..; :;',- Y,"s' ''7'�wfri.}l'"+rF `r'. t;:='''''''•� ``^ `i.M'u'isr";:.�.s'L f�`il:.. 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GUIDE THE RECTION OF FENCES,RETAINOTHER O WALLS,POOLS, 08-27-2021 SANITARY AS-BUILT UNIT DESIGNATION MAP O F PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION PRIT IS A OFESSIONTION OF NEW YORKAL ENGINEERING AND LAND SURVEYING,ETATE EDUCATION LAW ARTICLE TIONL 209,FOR ANY 145, 09-02-2021 FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF j FILE NO.:490 FILED SEPTEMBER 28, 2020 AN ALTERING ENGINE R OR LAND SURVEYOR SHALL AFFIXTO THEG THE SEAL OF AN ENGINEER OR LAND OR IS ITEM S SSEEAL�DE G NEW SITUATED AT THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Y C LITC H OG LIE ALTERATION,AN D A SPECIFIC DESCRIPTION OF THE ALTERATION �1� a ID pFT O� TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED �- �. ,-• P2 �/� S C.T.M DISTRICT 1000•SECTION 102 01,BLOCK 02 00,LOTS 017.000&018 000 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY �. f� .� �z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS NELSON + POPE OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOTCRTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE �7 s �nj J� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES, ,� M� SOIL CONDITIONS,VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS �O• 0502 C ♦ engineers•architects-surveyors OTHER THAN VISIBLE PERMANENT STRUCTURES i V j 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, j y DRAWN BY: NP CADDNo.:INDNIDUALSURVEYS SCALE: RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMnTED - 00026_1 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRnREN PERMISSION OF THE SURVEYOR. CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 09-13-21 PROJECT NO.: 0002 1"=30' L/ y'I p <- M i55 S 44.56e0 CY)' 97--98.01 ` ?`,y► �� �' 50. -32' 48ee W - - - _ ___ NOTES: N 50 �~ THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM HE STRUCTURES TO HE SUFI"' `•" `-`' %. S' ! PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND HEREFORE ARE gg.84' q y�� P.'I�.vT O HEALTH SERVICES _ Gm 1 AIC UNIT 1<-fn0 n_ NOT INTENDED TO GUIDE HE ERECTION OF FENCES,RETAINING WALLS,POOLS, +O�Z A�r•�' ,� ,�,, ��j 1��1��"•r-�Ic -r ,r PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION WOVER /`pde16etU J.EDy°US 11 55' Np�� l f '�1fsG; L t-ArAILQ RESli7i�,CF IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 0,5'� 6.5 -o o O a mZ2 �I n�� -Alj'� ,r�7 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY N V/ �^ 1 9A m 17 4' No La �Z Z iD I G) �al�y 1�lJ e � (aE3 e. F /6✓/7e do 7v PERSON,UNLESS HE IS ACTING UNDER HE DIRECTION OF A LICENSED C Z EBG _ m W A �Z I iI.S.Re+• N0= r [ ( PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 03 m -dG S r AN ITEM BEARING HE SEAL OF AN ENGINEER OR LAND SURVEYOR ISALTERED,HE r W� - ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO HE ITEM HIS SEAL AND o E OX O M m N 6 5W 7.5 SO 10'2 I t0 •�h(G*sewage � a THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND HE DATE OF SUCH �m £ c.e Z An A 5'31 w N 11.o W wa a d''S ®„al and Water supply facifides at this 1=11on have been 35 •0 ALTERATION,AND A SPECIFIC DESCRIPTION OF HE ALTERATION m m TER z " Nj DIP INV 4^s 14' m o, inspected and/or certified by this Oepartan r®then agendas and end t� m Ilr 1 1° WA W _ G 31 67 a%O ? m� be satisfactory FOR '��� �1� BEDROOMS. p p COPIES OF THIS SURVEY MAP NOT BEARING HE LAND SURVEYOR'S BLUE INKED r�1'1 Y £ $ERVIC w 01 0 - _ Z 'G 3.0' Co.G y �(� "" ®E®G9®®BY7S. SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY N •N r W 4.0, 11 p tiq' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS m m $E (,).nGRES$ TTDOR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED o11TONE A n"nIN, UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED G $ DR► ter_ T.,p. Craig Knepper, C-.E, Chief AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE WI 8"RDERR_ m 2•0 II 0 Office A] } }9 9 1 ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 11 _ Office ®f NUaSLPiWGfLer Management PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED BO rrl _ X11 w A C�,Z w AGO•.oL`" O G TYPICALLY IN HE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS 1 2.0' r 1 fP'P N 3 0' W' s HERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON HIS MAP CONSULT WITH tr W ' 1 $TONE EASE 1 C DIP INV 9' 3 FURTHER DESIGN E APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR / A 8 PAVER '0 Z_ Z 31.82 4'SDR con a+� ,FARMS m � 1 O 1 `NBORDER _m -I 11.0' oy w PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE '9 S,O NOTE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. 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Z co E 7D 53 11.0' �7 �G cm' ,7.5'cNi [n DIP INV O ss 5 Ln 11 ` w 31.24 •SDR- �I z1 40' 1 T1 3 A W�C cm 1 E y O-n p rn ANV 3�A , 11 1OD L r DR VER ;! rr 30 cn J y 9 `, L' £ 1 W BORDER �m` Z0 4 SDR 35 1 �, { f 2 Dy u 1 1 _ 1 O Lj w �W o c t-' R\N NOV So 2021 II £ 1 G) is Cl1 G %114 WELL z /, -CPN NP. La 1 ti� c m 1 $TOpRENE$E co Z C�1 N 15 6' cfl �f�1 AVO p6� c)J £ BUILDING DEPT WI$ PpERR rll_ 1 C7 2.2 -U00 N SED TOWN OF OUTHOLD o BOR 2.p� w m -1 a? � � cm £m c) 0 N c� y Z 11 0 9 ml m m z i .1'6m 14.9' S 5 15.' £m =m o a u NIT s003 II Ox 276 PAVER GNAL O N 0 03-23-2021 FOUNDATION LOCATION 0 0 % ( SANITARY AS-CONSTRUCTED SURVEY FOR 08-27-2021 SANITARY AS-BUILT UNITS 44 - 46 UNIT DESIGNATION MAP OF SANITARY SYSTEM AS-BUILT TABLE m m= STRUCTURE NAME TIE A TIE B `'to� HARVEST POINTE CONDOMINIUM 2 N 00 UNITS#44,45&46 Z y0I FILE NO.:490 FILED SEPTEMBER 28, 2020 ST-1 75.6' 27.7' 0;-f SITUATED AT Z ZCUTCHOGUE ST-2-A 72.$' 32.2' r m ST-2 TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK -B m`j , 70.7' 35.5' S.C.T M.DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 018.000,019.000&D20 000 LP 54.8' 41.8' L NELSON + POPE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S engineers a architects a surveyors UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 44 _~ R10 17-0098__- _ 1,599 S.F. 363 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com 1,962$.F. INDIVIDUALSURVEYS 45 R10-17-0099 1,999 S.F. 408 S.F. 2,407 S F i DRAWN BY: NP CADD No.: 00026 Is SCALE: 46 R10-17-0100 1,999 S.F. 408 S.F. 2,407 S.F,I CHECKED BY- MS FILE NO.: SHEET NO.: 1 0171 1"=3 DATE: 09-14-2021 PROJECT NO.: 00026 ' o 43 -�-O ELECTRICAL MSPECTION REQUIRED APPROVED AS NOTED -���— DATE: 7 o�d B.P.# S 7 `�� ��Z�'' TRUSS PLACARIDING REQUIREL- /7 FEE: �P NOTIFY BUILDING 'ARTMENT AT 765-1802 8 AM Tc, 4 ;'M FOR THE FOLLOWING INSPECTIONS: PLUMBER CERTIF/CATIUI�' I. FOUNDATION - TWO REQUIRED ON LEAD CONTENT BEFORE FOR POURED CONCRETE CERTIFICATE OFOCCUPANCY 2. ROUGH - FRAMING: j, PLUMBING SOLDER USED IN WATER 3. INSULATION SUPPLYSY T , 4. FINAL - CONST � -.w MUST E.?s�CEED 2/p-��jCANNO EADT BE COMPLETE = D. ALL CONSTRUCTIG', SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBING `ALL PLUMBING WASTE A WATER LINES NEED COMPLY WITH ALL CODES OF T 'fING BEFORE COVERING NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Blower door ^ G� and ductwork _ SOIJTHOLD TOWN PLANNING BOARD testing required. T OWN TRU ES N.Y_npc Must provide Manuals D, J and S as per NYS Energy Code OCCUPANCY OR USE IS UNLAWFUL. DO NOT PROCEED=WITH; FRAMING UNTIL SURVEY, WITHOUT CERTIFi(;�' OF FOUNDATION LOCATION OF OCCUPANCY HAS BEEN APPROVED.,, All exterior lighting RETAIN STORM WATER RUNOFF Installed, replaced or PURSUANT TO CHAPTER 236 repaired shall conform OF THE TOWN CODE. to Chapter 172 of the Town Code Section R316 Foam Plastic � PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, TABLE R405.1 ~ R316.1 General. The rovisions of this section shall ovem the materials desi n a li z draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed p g g , pp cation, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W ec ,, 2020 RESIDENTIAL CODE 0 F NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear g ^ o UNIFIED SOIL VOLUME be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION � � 20 20 EXISTING B U I LD I PJ G C 0 D E 0 F NEW YORK STATE 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GROUP SYSM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL U 2020 FIRE CODE 0 F PJ EW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from SYMBOL CHARACTERISTICS POTENTIAL EXPANSION O � = the interior of a buildin b an a roved thermal barrier of not less than % inch Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, D 0- g y pp gypsum wallboard. LITRE OR NO FlNES GOOD LOW LOW 2020 MECHANICAL CODE OF NEW YORK STATE R3,6.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re aired where all of the followin a GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z ^ 1w R302.13 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 P q 9 PPN• LnTLE OR NO FlNES GooD Low Low _O W 2 020 PLUMBING C 0 D E 0 F NEW YORK STATE 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. &_ o rn a: GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, 4- J = co � v 2020 PROPERTY MAIN��ENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. LnTLE oR No FlNES GOOD Low Low (� ,� U > Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, = >N 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LnTLE OR NO FlNES GOOD Low Low Ix Q� Do �1� N R316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the rimeter joists ace without the GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW y 2 Z P P P P Y PP P Pe 1 P U) .0 RESIDENTIAL P R OVI S I 0 N S Section R303 thermal barrier specified in Section R316.4 subject to all of the following: sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z V d 5 (`r' GC CLAYEY GRAVELS RAV O �Cn M Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. G EL SAND CLAY MIXTURES MEDIUM MEDIUM LOW U Q W � M 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. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOw LO y 4 SECTION R101 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 accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, = ti ob GENERAL Exceptions: 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low V �' R101.2 The rovisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. GRouP 2 sS OF LOW TOITY W p Section R317 Protection of Wood and Wood-Based Products ainst Deca CL INORGANIC CLAYS OF LOW 70 MEDIUM PLASTICITY, re lacement re air a ui ment, use and occu Inc , location, removal and demolition of detached one and two family dwellings and townhouses not more 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 A9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM P P q P P Y R317 All sills and lates on exterior foundation wall to be ressure reservative treated in accordance with AWPA U1. CLAYS 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 average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P P P h' TO LOW plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an ar ificial light source located at the top landing of the stairway. Exterior 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 stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. 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 wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 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. 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 Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. Ceiling Height R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently_braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed in the interior or e>level or is integral to any opaque surface of the building envelope. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drains e Z Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. g fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or 0 Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: h or reater. 2. A shower or tub a ui ed with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be F- speed (Vult) is 130 rap g q PP R 319.1 Address identification. Buildings shall be provided with approved address identification. The address idents ication shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved j inches by 3 i inches c the sther dead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. W ction R301.1 the followin standards are ermined subject to the limitations of this code 3. Beams, irders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the R301.1.1 Alternative provisions. As an alternative to the requirements in Se g P 1 9 be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel mixture with soils actor in � 9 9 d g CA and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification S stem, Grou I Soils, as detailed in Table R405.1. R308.4 Hazardous locations. The locations s ecified in Sections R308.4.1 throw h R308.4.7 shall be considered to be s ecific hazardous locations for the Y P Z 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDmON) P 9 P emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. O R308.4.2 Glazin Ad acent to doors. Glazin in an individual fixed oro rable nel ad acent to a door shall be considered to be a hazardous location where Section R406 Foundation Waterproofing and Dompproofing U R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not 9 1 9 Pe Pa 1 R406.1 Concrete and masonry foundation dampprooflng. Except where required to be waterproofed, foundation walls that retain earth and enclose interior � conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footin or b 6 inches below the to of the basement O demonstrate tom liance of nonconventional elements with other applicable provisions and shall De compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. g ( ) p p R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME A17.1/CSA floor to the finished grade using a bituminous coating. �- u J system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of 644 sco a of this code. an in-swinging door. H m P Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous FII. The s ace between the excavation and the foundation wall shall be backfilled with O 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 P porous fill up to a height of one-half of the backfill) Z c o dance with the wind rovisions of this code usin the ultimate desi n wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. R301.2.1 Wind design criteria. Buildings ani portions thereof shall be constructed in a c r p g 9 Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ speed in Table R301.2(2) as determined from Fgure R301.2(5)B. Exceptions: 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 Table 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless round surface is covered b a class one va or retarder [� 9 Y P ^ R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this ,etarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. Install vents within 3 feet of each comer 1� - i tin tandards or ANSI DASMA 115. P 9 P of ASTM E1886 per section 301.2.1,2.1. Garage door glazing shall meet impact ress g s / comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-O" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24'. Openings through perimeter wall shall be not less than 16" b 24". shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE 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 y AND RESCUE OPENING PER SECTION R310. (Egress window & window well) 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 buildin 9 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 �� R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. or structure in violation of this section. structural panels as specified in Section 503.2. Freblocking shall be of any grade lumber.-4 TABLE R301.2(1) R310.2.1 Minimum o enin area. Emer en and esca a rescue o nin s shall have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heatin , ventilatin , air conditionin ; lumbin P 9 9 cY P Pe 9 P 9 q 9 9 9 P 9 R502.4 Joists under bearin artitions: Provide 2x full de th blockin 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA a liances and lumbin fixtures; duct s stems• and other service e w ment shall be located at or above the elevation re aired in Section R322.2 or 9 P P 9 .., height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. PP P 9 y � q P q R502.6 The ends of each oast, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and' not less than 3 inches of bearing ^ , GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches R322.3. 1 9 / 9 FLOOD on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall be nailed to adjacent stud. F_ 1� 1"4 SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN uNDERLAYMENT Freezing Annual above the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct W p g P P TERMITE DECAY R UIRED HAZARDS Index Tem ems• and other service a ui ment is ermitted below the levation uir R502.7 Lateral restraint at su orts. Joists shall be su LOAD (mph) Effects Wind bourne CATEGORY WEATHERING pEp�{ TEMP EQ P R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 � q P P e req ed in Section R322.2 or R322.3 provided that they are designed and installed to PP pported laterally at ends by full depth solid blocking arm by attachment to band or rim joist. (p prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, Region Debris inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. � p d n e s. Window wells with a vertical de th reater than 44 inches shall be a ui d with a rmanentl affixed ladder or ste s usable with buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these - r ^ zone R310.2.3.1 Lad wi a d st p p g q PPe Pe Y P below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. m V ) MODERATE SLIGHT TO 10 the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project rat less than 3 inches drawings. 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 infiltration R502.11.1 Wood Truss Desi n Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a r istered truss desi n 20 140 NO (B) SEVERE 36" Yes X 1500 r j 1 TO HEAVY MODERATE Degrees from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. 9 � 9 pp g' g p p p y eg g ❑ of flood waters into the system in accordance with the plumbing provisions of this code. rofessional where re aired b the statues of the urisdiction in which the ro ect is to be constructed. O R310.2.3.2 Drains e. Window wells shall be desi ned for ro er drains e b connectin to the buildin s foundation drains e s stem re uired b Section R405.1 P q Y J P j 1� 9 9 P P 9 Y 9 9 9 Y q Y R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation rJ or by an approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.1.4 Ex osure tate a 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 Section R506 Concrete Floors (On Ground) P 9 ry• R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. (� or larger. Exposure B shall be a:>sumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. design flood elevation shall: R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing V 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. t6 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: � 600 feet from the partially obstru:ted area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area accordin F- 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 � inches where a g to the United Soil Classification System in accordance with Table R405.1. Q is measured on the exterior of the enclosure walls. � feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. 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 R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: (n R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 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 other unheated accessory structures. F- U flood elevation, each area shall have openings. Z bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. W 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 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 R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. Section R602 Wood Wall framing � Cha ter 6 are exceeded. Where the stn hes ht limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R602.3 Desi n and constn:' n. Com onents of exterior walls shall be fastened in accordance wit ble h � P ►Y 9 9 P h Ta s R602.3(1) t trough R602.3(4). Wall sheathing resist wind loads shall be in accordance with the Buildin Code. . R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 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 t;..) 9 shall be fastened rn'r ly to framing members and shall confirm to the requirements of Table R602.3(3). R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. Q R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. ° 0 1. Buildin s and structures erected within coastal hi h-hazard reas and oas wall shared by two townhouses shell be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: g g a c tai A Zones, shall be elevated so that the bottom of the lowest horizontal 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 1. Handrails shall be permitted to be interrupted by a newel post at the tum. structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in ' R311.7,10.1 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 floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(l) FASTENING SCHEDULE accordance with Section R302.4. radius is not reater than 2 inches. Each tread shall have a de th of not less than inches at the walkline. All treads shall be identical, and the 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 1. Where a fire sprinkler system in accordance with Section P2904 is provided, 9 P DISCRIPTION S I (a,b,c,d) Il'P_EE the common wall shall be not less than a 1-hour fire-resistance-rated wall ,� and Coastal A Zones shall be supported on pilings or columns. assembly tested in accordance with ASTM E 119 or UL 263. rise shall not be more than 9� 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 Romps. 1. BLOCKING BETWEEN .101STS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL Section R325 Mezzanines 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 2. CEILING JOISTS TG TUP PLATE THREE SD COMMON. TOE NAIL assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 I horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: 3. CEILING JOISTS NOT 'AT TCHED TO RAFTER , Where it is technical) infeasible to tom I because of site constraints, ram s shall have a slo a of not more than 1 unit vertical in 8 units 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 ( ) LAPS THREE 16D COMMON FACE NAIL TABLE R302.1(1) Y PY P P 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 OVER PARTITIONS r- � � r- horizontal (12.5 percent). u.I EXTERIOR WALLS located. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 N MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.4 Means of a ress. The means of a ress for mezzanines shall cora I with thea licable rovisions of Section R311. ( ) FACE NAIL ¢ ni N N ri h `r° N ,r; 9 9 P Y PP P 5. COLLAR TIE TO RAFTERS � .= N N of ri ai r �- EXTE:RIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. 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, columns THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet 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 and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS greater 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 NOT FIRE-RESISTANCE RATED o HouRs t5 feet of the following: Exceptions: TRAFlERS RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL PROJECTION:i FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE z2 feet to <5 feet 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 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 TWO 16D COMMON. END NAIL TABLE R302.1(2) enclosed space is not greater than 10 percent of the mezzanine area. position. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 9. STUD TO STUD (AT BRACED WALL PANEL Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ) 16D COMMON AT 16"O.C. FACE NAIL cn MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 10. BUILT UP HEADER, TWO PIECES Z co 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after 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 11. CONTINUOUS HEADE a g FIRE-RESISTANCE RATED 1 HOUR 0 feet operation to 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 clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have R TO STUD FOUR 8D COMMON. TOE NAIL 6 Z an N a wALLs NOT FIRE-RESISTANCE RATED o HouRs 3 feet the area required by Section R310.2.1. any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL _o O o_ F o O_ Z w TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL V5 co V > 5co 55 a a � R302.2.3 Cantinas The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fre Sprinkler Systems 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24"MIN LAP SPICE � � w W.r Cu 2 N � deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7� air entrainment LENGTH EACH SIDE OF END JOINT) w a5 a5 U automatic sprinkler system. V assessor structures. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 R 403.1.5 Ste ed Footin s: Ste footin 1 ft vertical maximum on 2 feet horizontal where slo a of footin bottom exceeds 10� � R302.2.4 Parapets for townhouses. or NFPA 13D. PP 9 P 9 P 9 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL N 1. The parapet shall extend not less than 30 inches above t:he roof surfaces. 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, S Exce tion: A aro et is not re uired in the recedin two cases where the roof coverin cora lied with a minimum Class C ratio as tested in accordance with 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 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL p p p q p 9 9 P 9 isolated plain concrete footings supporting columns or pedestals are permitted. ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinkler system. R 403.1.6 , Foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored with FOUR 8D COMMON. TOE NAIL each side of the wall or walls or one I er of 5 8 inch T e X sum board is installed direct) beneath the roof deckin or sheathin , su rted b not less R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. P p Y2 inch diameter 17• TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON aY / YP� 9YP Y 9 9 PPo Y anchor bolts space as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of FACE 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 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 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be rotected a ainst deo and termites. TOE NAIL (� 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their P 9 aY 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z �,j.� 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 deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER 2OD COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER mi F cD R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL � TABLE R404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and O Exceptions• Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls " OJ m 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. ROOF, AND WALL SHEATHING TO FRAMING " 8D COMMON (ROOF) 12 o/c at interior W 5. Townhouses se arated b a common wall as rovided in Section R302.2, Item 1 or 2 R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) p y p 9 HEIGHT OF BASEMENT W W W R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies havin not less than a 1-hour with UL 2034. wALL ( � LOCATION OF HORIZONTAL REINFORCE?AENT 8 Y 9 9 Y 9 P Y 9 a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 0 v o - - R314.3 Location. Smoke alarms shall be installed in the followin locations. fire-resistance rating where testees in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fre resistance rated floor/ceiling and 9 'SS ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 9 9 Y 9 connections shall have minimum avers a bendin field strep the as follows: 80 ksi for shank diameter of 0.192 (20d common nail), Z wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE No. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 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. O sheathing. 2. Outside each separate sleeping area in the immediate Vicinity of the bedrooms. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically (n 4 Exceptions: 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 or >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges" eaves and gable end W ii 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing. 0 w 13. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke ❑ Z R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alar in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls F� shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. w = R302.5.1 Opening Protection. Honeycomb-core steel doors not less Ilan 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silentio switch shall not be installed less than 10 feet 3048 mm horizontal) from o rmanent installed MINIMUM VERTICAL REINFORCEMENT BAR fLi W 9 ( ) y ry SIZE AND SPACING (INCHES) R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 F� � E from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. wall studs at 16 incRss on center with a maximum height of 10 feet shall support a maximum of two floor plus roof ceilin assembl . Exce tions: F R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum I r all a 'nstalled less than 6 feet 1828 mm horizontal) from a eranent installed cookin a liance. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned b in actor / 9 y P } 3. Photoelectric smoke a a ms sh not b i ( ) y p ly 9 pP WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH 9 Y dance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, z m No. 26 gage sheet steel or other approved material and shell not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alar is required to be installed within an individual dwelling unit in accordance with (FEE) FE Do not backfill with any soil containing silt or clay. 2X6 #2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall hes ht of 18 feet when ui R302.6 Dwelling-garage fire separation. 'The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. ( 9 -_ Section R314.3, the alar devices shall be connected in such a manner that the actuation of one alar will activate all of the alarms in the WALL THICKNESS (INCHES) spaced at.16 inches on center and 20 feet where spaced at 12 inches on center. R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers anid intersections with bearing (' p " J,5 E Ff E I R Attachment of gypsum board shall comply with Table R702.35. The wall separation provisions of Table R302.6 shall not apply to garage walls that are individual dwelling unit. 8 10 12 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 perpendicular to the adjacent dwelling unit wall. TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 $ 7 NR NR NR Section R315 Carbon Monoxide Alarms s 8 5 ® 41 NR NR than 2 inches nominal thickness and have a width not less than the width of the studs. W ,/'..tom , c'y�'P ,��, type X gypsum board R315.1 General. Carbon monoxide alarms shall be rovided in accordance with section 915 of the Fre Code of NYS. 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 D Y," f ,\ R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling P 10 s s o 41 5 m 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate U ` xi -��; °�o { `. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each snide of the notch with 8-10d nails h- r s: finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. : R302.11 Fre blockin shall be rovided in wood-framed construction in the followin locations: LIR denotes no reinforcing required. g p 9 " each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q �, . 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: locate vertical bars tY clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. 2 : N - .7 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. W � g�� _ " 3810 Q� 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. �F N Ew 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The mal.erial filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. ......................................................: 6. Fre blocking of comites of a two-family dwelling is requiired at the line of dwelling unit separation. JOB NUMBER R302.11.1 Freblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 1. Two-inch nominal lumber. 16 0 2 3 2. Two thicknesses of 1" nominal lumber with broken lap joints. W 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. UNIT 4 3 UNIT 4 4 < SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. Q 2 W 5. One half inch gypsum board. 6. One quarter inch cement based mil r gla. M O D EL B 1 15 1 M O D EL B 2 Z 7. Batts or blankets of mineral wool arm glass fiber or other approved materials installed in such a manner as to be securely retained in place. ( / � O W COPYRIGHT GRCH ARCHITECTURE P'.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and the perimeter of 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 PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W ` , slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 1� E ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 MINIMUM NAIL PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. rP PP� 1 � P P • � � 8 SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved a and posted on a wall in the where the 2. A flashing of an approved elastomeric material. m ( ) (Mandatory). Pe P Y PP party P 6 DIA. U � MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required an. Where a storage tank-type water heater or a hot water storage REFLECTIVE RED WOOD NOMINAL PANEL STUD SPACING furnace is located, a utility room or an approved location inside the building. q P g typ ge tank is installed in a location where water leakage from the tank will cause O �'�� WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 0 � 1 V ani SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) TABLE N1102.1.2 (R402.1.2) U (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N Z ^ y RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component O . W N '6 B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL F- �� � M v ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 3. Other approved materials. U �, m � 0 8d 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE � ' U > r - COMMON R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. 4 EXCEPT RW �c story) shall have the wall sheathing_ and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 � WHITE = N 2! " fn ,� v,,a?Z - 2� : practice. Section T101 Scope Z U L'5 (a LO N1102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2" 1/4" p u c Cl)°' ( ) 9 P eq 9 / 9 Y / U Q w CO) R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE � N 0 For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ = r- ao Solar-Read Zone. A section or sections of the roof or building overhang designated and reserved U V Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. y g g g r rved for the future Installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN r= Uplift Force # 117 149 182 203 226 247 281 314 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 photovoltaic or solar thermal system. DIAMETER lN1H A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN m " weatherstri ed and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE Increase x1.09 for pitch < 5/1:.. Increase x 1.5 for 24 o/c spacing. Increase x 1.32 for 140 mph. PP eq 9 MATCHING SYSTEM PMS 87. P4 _ Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone (PMS)#I a 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 with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of mandatory access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHAD_BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) 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 TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 14 Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR F THE UTILITY R702.4.2 Backer boards. Ma P below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 mz) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (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 mz) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE DQERIOR 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 of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE TABLE R702.4.2 SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. Backer Board Materials OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. � MATERIAL STANDARD TABLE N1102.4.1.1 R402.4.1.1 T103.9 Dectrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: 0 GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation 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 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.31 OF THE BUILDING CODE. FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. W NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. KM- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 in BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. 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. At least one installed at Z 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: TABLE R703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. D (EQUATION 16-8) 0 GAPS IN THE AIR BARRIER SEALED. 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 Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + L (EQUATION 16-9) is required for each car space in a garage. W BE SEALED. D + S (EQUATION 16-10) SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W EQUATION 16-12 O a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) LL THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 1.300/4 6'-0" 4'-6• 3'-O' KNEE WALLS SHALL BE SEALED. Q m L4x3x1/4 8'-0' 5'-O• 4'-6• WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 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 30 OF Z ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. ElL5x3.5x5/18 10'-0• B'-0• 6•-0' DOORS SEALED. DESIGN LOADS: TABLE R301.7 1.60.5x1/4 14'-0' 91-6' 7'-0' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 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, FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: BCLL=IOPSF AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. � 1� a. Lon le of the angle shall be laced in a vertical position. GARAGE AND CANTILEVERED ALLOWABLE ' Long g g p p FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". R703.12 SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINEF FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 With no finished ceiling attached FOLLOWING INFORMATION: )..q 1. Minimum of 4 inches (102 min) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO t0 rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O 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 THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 16 inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. C w EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. P4 stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. W R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof su rtin construction for the steel angle shall ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF PP Y 9 P Y P PPo 9 9 / 4.3. BOTTOM CHORD LIVE 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 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L 240 4.4. BOTTOM CHORD DEAD LOAD. U) 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 Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINT'S OF APPLICATION. 0 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 ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROWNG WIND LOADS. m 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 EXPOSURE CATEGORY: B FROM R301.2.1.4 shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior walls with brittle finishes 1./180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 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 6. EACH REACTION FORCE AND DIRECTION. ❑ R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt _ in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the from seismic provisions of code per Exterior Walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q into the 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 P interior wall or ceiling covering. R301.2.2 fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and housing and the ) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES.Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than ;S2" on center horizontally and 24 inches on center vertically. C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PP 9 rY / (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 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. ^ :i R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support, R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r 1 including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and CC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. U 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 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 66 Systems NOTE: Soils with clay or clay and silt will require a redesign =)inch in diameter. Weepholes shall be located immediately atove the flashing. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: F_ R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. Q feet (3048 mm) to a building on another lot. 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 U) 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 A B B R EV I AT I 0 N S 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: r , Exception: Walls perpendicular to the line used to determine the fire separation distance. �.,/ R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs 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 D (EQUATION 16-8) Z 9 P 9 P A.B. ANCHOR BOLT D + L EQUATION 16-9 W that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. initially be programmed by the manufacturer w'Ith a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE ( ) � than 78'F (26'C). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING R802.1.5.4 Labeling each piece of Fre-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. ADJ. ADJACENT/ADJUSTABLE R D = DEAD LOAD, L = LIVE LOAD, � R802.4.2 Framing details. Rafters shall be framed not more than 1 )<i inches (38 mm) offset from each other to ridge board or directly opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall A.F.T. ABOVE FINISH TREAD E EACH LVR• LOUVER RISER U with a collar tie. 802.3 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. At P P ALUM. ALUMINUM EXPANSION JOINT LAUNDRY TUB RAID ROUND - - have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O ANCH. ANCHOR ELEC. ELECTRICAL TCLL - 40 PSF, TCDL - 10 PSF, AND BCDL = 5 PSF Q 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 rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. MAS. MASONRY S.C. SAWCUT Hi and valley rafters shall be supported at the ridge b a brace to a bearin partition or be designed to ca and distribute the specific load at that ( ) (Prescriptive). ppy ( ) . EQ. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC Hip y PP 9 Y 9 Pa 9 m' P N1103.3.1 R403.3.1 Insulation Su I and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 76.2 mm In diameter and < ANGLE EQ, EQUAL TRUSSES SHALL HAVE A MAXIM�'M LIVE LOAD DEFLECTION OF 1./480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 1./360 OR .75". point. Where the roof pitch is lass than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling 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 ARCH. ARCHITECTURAL EQUIP EQUIPMENT MAX. MAXIMUM SHLF SHELF joists, such as ridge beams, hips and valleys, shall be designed as beams. 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. 0 AT MDO MEDIUM DENSITY OVERLAY SHT. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceilingjoists or rafter ties are not provided, the rid le formed b these rafters shall be supported b a wall or girder designed in accordance with ( ) 9 ( ) EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR J P 9 Y PP Y 9 9 Exception: Ducts or portions thereof located completely inside the building thermal envelope. g EXT. EXTERIOR STAINLESS STEEL FOLLOWING INFORMATION: accepted engineering practices. N1103.3.2 R403.3.2 Sealing Mandato Ducts air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BD. OARD EE, EACH END MIN. MINIMUM S.S. 1. DEPTH, SPAN, AND SPACING. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated ( ) g ( ry)' PY BLDG. BUILDING STEEL Exceptions: M.O. MASONRY OPENING SIL. 2. LOCATION OF ALL JOINTS, timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are BM BEAM STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. specifically considered. 1. Air-impermeable spray foam products shall be permitted to be applied without additional onal Joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE MTL' METAL SUSP. SUSPENSION PSNOW LOAD. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closure terns shall not be required for BLJtG. BLOCKINGGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. 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 P ( ). q F.D.FDFLOOR DRAIN N.I.C. NOT IN CONTRACT 4.3. BOTTOM CHORD LIVE LOAD. continuous) welded joints and seams locking-type J p types. BRG. BEARING SQ, SQUARE 1` r r r- blacking, diagonal bridging (woad or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Y 1 • , and (ackin -t a 'oints and seams of other than the snap-lock and button-lock es. EDN• FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. 8 feet. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. BRK BRICK FUR. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. N ro BSMT BASEMENT FP FIREPLACE TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. Q N N N ri ti N rri R802.9 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 N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105TF (41'C) or below 55T (1TC) shall CENTER LINE O.C. ON CENTER T & G o N N ri r, co Ct. F.R. FIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. joist spans of 6'-0" and greater. 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 OPER. OPERATOR j p 9 C.M.U. CONCRETE MASONRY UNIT FIRM FRAME TFyy TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blockin , bridging, and insulation shall not block the free flow of air. Not less 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 C.J. CONTROL JOINT OPNG. OPENING 9or other approved heating and cooling calculation methodologies. FT. FOOT / FEET TYP TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. than a 1 inch space shall be ovided between the insulation and the roof sheathing and at the location of the vent. COL. COLUMN OPT. OPTIONAL B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. P P" 9 FTG FOOTING T TREAD N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 Intemational Mechanical CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA GAUGE OZ. OUNCE10. 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 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD TRPL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. inches (762 mm) or greater over an area of not less than 30 square feet (2.8mz). The vertical height shall be measured from the top of the ceiling CONST. CONSTRUCTION G•C GENERAL CONTRACTOR 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. GEN. GENERAL Z on ' in Systems CTSK. COUNTERSUNK « Z Section N1104 (R404) Electrical Power and Light g Sys m GYP. GYPSUM PC POURED CONCRETE VERTICAL DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE 6 USABLE SPACE BOTH ABOVE AND BELOW THE CONCEIVED SPACE OF A FLOOR-COLING ASSEMBLY, DRAFFSTOPS SHALL BE � g g framing members to the underside of the roof framing members. C.O. CASED OPENING VERT. INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readilyN1104.1 (R404.1) Ughting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only PBD. PARTICLE BOARD 9 P 9 y ( Y ) y CANT. CANTILEVER G L GLUE LAM V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE FRONDED IN FLOOR-COLING ASSEMBLIES UNDER THE z Z z O Coz co Z , a 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). high-efficacy lamps. HGT. HEIGHT PL PLATE W WASHER FOLLOWING CIRCUMSTANCES: 0 0 o_ o_ O Z I w 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 C.T. CERAMIC TILE PVL. PANEL access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is CLG. CEILING HDWR. HARDWARE / FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORA D MEMS R j > d PWD. PLYWOOD 5 S 5 J ~ y g g qSection M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY Wp. W OD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. � Cu Cu � w Cu - N located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HOMO. HARDWOOD PF. PREFABRICATED W_ W � w ob v PP P P P APP P P P W.W.F. WELDED WIRE FABRIC removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR PR. PAIR WO OR W/0 WALKOUT Sectip DRYER on R902 Fire Classification 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 HDR. HEADER PROJ. PROJECT / PROJECTED WINDOW m R 902.1 Roofing covering materials. Real' shall be covered with materials as set forth in Sections R904 and R905. Class A. B or C roofing shall be installed in service an appliance. PENNY HE HOSE BIB PSI POUNDS PER SQ. IN. WNDW TYPICAL ROOF & FLOOR TRUSS NOTES: N urisdictions 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 M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal DBL. DOUBLE PSF POUNDS PER SQ.FT. 1 9 Y q 9 9 ( ) APP 9 pp P P 9 P 9 Y 9 9 DIA. DIAMETER I.D. INSIDE DIAMETER P.T. PRESSURE TREATED • 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. 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 INGR. IN GROUND COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. DTR. DIRECTION A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. DN DOWN INSUL. INSULATION QUAD. QUADRUPLE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED, IN RIGID FIXTURES DURING ASSEMBLY TO identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated by law 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) DR, DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. as re uirin their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. above the floor in garages. I.S. INSIDE CORNER REF. REFER TO REFERENCE q 9 9 ( ) 9 9 DW DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND V) R 903.2.1 Exposed 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. 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 DWG, DRAWING JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ 44 R 905.1.2 An ice barrier water shield shall be installed per manufacturer's specifications, to maintain product warranty. Car down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhausts stem shall comply with code section M1502 listed and LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCS( GUIDE TO GOOD PRACTICE FOR Z / p p p y Carry 9 9 ry Y PY KSl KIPS PER SQUARE INCH ( ) W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING do BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less • TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL IL CD than 4:12 entire roof to receive ice & water shield. 02415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 M « 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 R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof 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 that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. J slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double 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 the Y underla menta application is required in accordance with Section R905.1.1. 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 member w iw- y PP q and extend not less than 4 inches 51 mm above the bottom framing member and not less than 4 inches 51 mm below the to framing member. GRAPHIC SYMB0LS WORK PERFORMED SHAL COMPLY WITH THE PERFORMED SHALL COMPLY WITH THE FOLLOWING: R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 ( ) 9 ( ) P 9 Z U o gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. CD STRUCTURAL CALC. REFERENCE Co 4 G2427.8 A mechanical draft ventin system, excluding direct vent a Dances, shall terminate not less than 4 feet below, 4 feet horizontal) from or I foot above an ® - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict less than /. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 9 Ys 9 PP Y Y XX W 9� u R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE compliance with manufacturers specifications and / or recommendations. Q zt inches (102 mm) in height, and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. XX c� - General contractors and subcontractors to review these construction documents upon receipt from architect ❑ 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 an air opening FLOOR FINISH CHANGE or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on PP• P P Y P 9 ''' and report any and all discrepancies including any dimensional conflicts, immediately to architect for the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is into the building. Such an appliance with on input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent T provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashin shall be termination clearance. corrective measures prior to construction. F�'�1 p ng p g O DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. ui U provided in accordance with Section R703.7.2.2. 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 W p XX XX - The general notes and typical details apply throughout the job unless otherwise noted or shown. o, R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. _ _ _ BUILDING SECTION overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than X inch (6.4 mm) below the roof sheathing XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z # adjustment before proceeding with the work. � � � deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Z ;a qQ Q over the dripedge along eaves and under the dri edge along rake edges. other terns and shall convey the moisture and an products of combustion to the outside of the building. - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their O o o 6 9 9 P 9 9 9 Y YP 9 R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust construction shall be of the same character as for similar conditions that are shown or noted elsewhere on - and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. the construction document set. 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 W ' G\S�OB �q - All work is to be performed in a professional manner and in accordance with best practice and consistent 0 : EtOB RT �C' than 3 feet above the highest point where the chimney passes through the roof. with manufacturers and suppliers recommended installation procedures. U ��� 't cy � Section P2607 Waterproofing of Openings G� �` 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 - The architect has not been retained to perform framing inspections and / or field inspection. The architect F- :�v,, , �m �\ Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashin Into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing •'fe e z O P rY 9 9 P 9 PP 9 q ,: -w, < R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. W built fireplaces shall be tested in accordance with UL 127. R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED = N, system has been specifically tested, listed and labeled for such use in accordance with UL 127. "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING 11iAT: IT IS A U : r �; R 1006.1 Facto built or mason fireplaces shall be a ui ed with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. . �� 3810 ��- ry masonry P q FP PP Y P P is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. 11 /vEW`(O :.... . ..............................................: Energy Efficiency 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 J NUMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 2 0 1 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 4 3X: UNIT 4 4 Q SHEET NUMBER z (MODEL B- 1 1 5 ) (MODEL B- 2 ) T2 W I I I I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, (n CONNECT KING STUDS TO TOP PLATE F- A6T-20 X 24'CH ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP 2x4 OR 2x6 Z ArrAa1 ro EACH PAR CS-V X 24•MIN 6F OPPO5N5 RAFTERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS � ATTACH r0 EACH PAR 2x AGQ LEDEER W1/2-3/8"x51 1 A6 OF CPP05N5 FkTOZ5 RDCF RAFTER DHL TOP PLATE 16'O.G. ROOFBOLTS o Ib Or, INTO STUDS PU 51M PLAN 2X BLOCKING U 51MPWN STRONG-TIE O r, A35 o EVERY RR AT 2 END BAYS t7 2X4 STUD WALL OR CEILING JOIST OR 6 TRu55 SIA'"6TRON6 5fvFa0N1 5TWJN5 -- W/STRONSBACK5 O Q� SIMPSON STRONG TIE H2 81)NAILS -TIE H15 TE fib TRU55 BOTTOM CHORD SIMP50N H2 CONNECTOR®EA T(p, 8d NAILS EYP. RDEE STPAP5 SNUV1.rE ATrAM r0 EACH PAR OF OPPOSNS RAFTERS. ALTERNATE TO RID6E STRAP: H5 a E N STRONG-TIERAFTER TO STUD ` C PROVIDE 2X4 COLLAR TIE AT H3®EVERY RR Na ALIGNED,) AND KIN65 ? 801E ROSE STRMS ARE Nor w"CaLAR TES CN L FOR USE WHEd STUDS AND 115E IN G0�61NAT10N OPLY WHBI STUDS AND NOMINAL Ori OR 2X4 U1 ITR ARP L06ATE>N TIL=UPI's THEM OF Tlf UPPER THIRD OF THE ATTIC,SPADE ■ ON, 'RAFT8R5 DO NOT AL16H EACH SM SEE cn � N._ 'RAPIERS ALIGN ATTIC SPACE AND ATTK M TO EACH PAR OF RAFTERS w/4-10d NILS Z W/4-IDd AT EACH RAFTER) GS-22 STRAP AT � = � } L5026 FOR 2xb L W25 FOR 2x8,2x1O,OR 2x12 DETAIL 4 O U N'n >` t�cn� M U Q m FRAMED G U �' to WI OR ❑ V M 03 -RIDGE STRAP DETAIL / -RI P6 E STRAP DETAIL LU2a a N ERON6-TIE 2x4 S 2xb �DOOR M (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) L.U28® EVERY GJ STUDS® I6"O.G. NO SPECIAL FT a 2x AGQ LEDGER WI/3/8"x5"LAG CONNEGTOR5 REQ Neo . 2 N.TS. LOCATE AT // 3 N.T5. LOCATE AT EVERY RAFTER 13OLT 0 16" Or, INTO STUDS IN THIS AREA STRAPPING TO BE I-I/4 X22 6A. SIMPSON 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING ~ .- Ste_ S TO BEAR A MIN.OF 10"ON FRAMING. TE Lr5 TE tib / OR Ho OVER I/ti 5HEARU 15 M.I�#D P APR® / TV !r lop mAy m / PORCH GOOF G END WALL �^"�TMP / DETAIL AT ATTIC r-oR USE WHr�I BF. AND IU5E IN C,"NATION ONLY WHEN 51UD5 AND STRAPP I NC DETA I L Z -RAFTS AU6N -RAFM76 DO NOT ALI6N ^/ 10,- O �TS� I I NTS' STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL q/DI(ONE STORY)OR ONTO 5TUo (� ROOF RAFTER HURR I GAME TIES AT WALL BELOW(iW0 STORY) N.TS. LOCATED AT EVERY ROOF RAFTER ` ATT I G coZ O STRAPP I NC DETAIL 0 SI�,IP�N POST CAP 66R!4 i2 FOR FRAME GONNEGTI ONS O ' Ili E66g5-4 AT ENDS Ln 1)1 NUTS. O m /�� 2ND FLOOR /� �-c K(2)2x " " 4-Ibd FACE NAILS FROM Z QjiSTRM OR 4x PROVIDE 3 X31{6,X3 WA5HER PLATE AT ALL ANCHOR BOLT5 KIN&STUD INTO HEADER ❑ M5Tc� SECURED BY WOOD SILL PLATES. GOLUMN POST TOP ANGHOR NILS SIMPSON PAB OR 55 ANCHOR BOLTS MAY BE USED IN LIEU OF / THREADED ROD W/WASHER PLATE. F+i EW LEM TH N T5. LOCATE AT EVERY COLWN/&IRDER COM,ECTTON H/2 U'11zDM PROVIDE 3'X6'X.036"6ALV.STEEL PLATE W/ (4)MALS MN N r MN , / BSD OF Sw VIALS 6-8D NAILS AT CORNERS AND INTIERSEGTIN6 WALL5. 3'X12"X.036'6ALV.STEEL PLATE WI/ tt LENSTN ) i l I NAIS 12-81)NAILS AT AT BUTT JOINTS IN 5TRA*HHT - 51MP50N LSTAI2 STRAP W/ I WALLS WHERE THERE SINGLE PLATE OR HEADER 5-601)NAILS EAGH END AT GLEAK�� 2X6 KING STUDS N.ON): EACH JACK STUD I I ONE AT SPANS IF TO 6 FEET CUr LENSm \ / BEA Wj_S 24'MINIMRI LAP SPLICE TWO FOR SPANS b TO 12 FEET RRMIT MN EW 21/8• 5/511 A301 ROD THREADED 6'BOTH ENDS. THREE FOR SPANS 12 TO 16 FEET 2Xb JAGK STUDS(UDNJ: O r� pamm 6F Ptd-M 3/4"AND I"ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS 12-161)MIN NAILS ONE AT SPANS<b' n , T�" LI3J5m IST FLOOR '� AT ALL SPLICES TWO AT SPANS FROM OTO 12' p"MIN, '\ ry THREE AT SPANS>12' W SIMP50N N POST 6 E PLAN - 2')3/e'X3'WASHER PL W/NUT EACH 51PE uf�LE55 NOTED OTHERWISE ON PLAN U (r NALS�) Cfr22 COIL STRAP j UPPER 5TORY SHEAR m 1 - -- WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR MALL ❑ FLOOR TO FLOOR TIES I l BELOW CONNECTION W Q 4 I FOR 5ET BACK HALL5 HDU HOLD-DOWN5 AND STRONG HALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION F1 N.TS. L OGATED AT E1/ERY STIR \ 12'0 FIOOKED ANCHOR BOLT HIT I , \ FOUNDATION MINIMUM Et3EON,ETNT OR EXPANSION 13 N.T.S. V NOTE I \ BOLT W/5'MINIMUM EMBEDMENT N.TS. I N,T5. (" N.TS. I COI.STRAPS UDER%IEATNINS PROVIDE:bd COM(0.131 x 25 LONE)NLLS. COL STm os OVER e1EAmIN15 PROVIDE:IOd GCt,A�ACN(0171 x V LONE)NAILS. I `\ vi I \\ GOLUMN POST BOTTOM ANGHOR ` (6 ALLOWABLE HOLES - U) \ N.T5. LOCATE AT E1/ERY G0111MW 6181)18 GONNEGTION TOO MAT VAMY DO NAIL 0 b"0/0 AT ALL PANEL EDGB . r , LZI 160 NAIL® 24 0/G �./ �w�WSTot�° HIP RAFTER 160 NAIL a 24"OIG X6'05B OR PLYWOOD LVL Headers and Beams W SIMP50N HGP HIP 5E PLAN SHEATHING Izrtri: GOl?NER TIE INTERIOR 1.3E TimberStrand® a itlrollam® LVL � 4)NALS MIN N LSL hole zone 2 x diameter of the Y3 depth (� NOTE:WHERE 24"WIDE MINIMUM FULL HEI6HT ( Parallam®ASL WALT.RETIM 5 PROVIDED AT EN05 OF I Ir LftTh(M hole zo largest hole(minimum) O BRAZED WALL UNE THE 800x HOLD"MAY BE ELIMINATED. PROVIDE TWO(ONE AT FACE W4, LENbm(MN) �� 81)NAIL®6'0/G _ SIDE)65-22 STRAPS HSR DETAIL 4 IN LIEU OF I 5IN1P5ONI Bp WASHER �`J c IN 1"�IOR - LSTA3b STRAPS SHOWN IN THE DETAIL NAIL SHEATHING TO o AT ALL PANEL ED6C5 d T - SILL PLATE W/8d 2X KA SILL PLATE. DOUBLE c O - - T - - - - - I NAILS 0 4'0/G SILL AT FULL BASEMENTS EXTERIOR GYPSUM BOARD 0 0 0 5/8 DIA STEEL ANGHIOR SD NAIL a 12'0/G AT ALL Microllam® LVL and J 7 MINIMUM BOLTS MAX 2',6'OL_ --- - - *:n zx b MT V/ILEY�NdENT EXTEND BOLT5 MIH.T INTO CS-22 COIL STRAP Jac STWP To FAMR MEMBERS NOT AT PANEL EDGES Parallam®PSLFEN.WITH T16WENED NIUT t allowed hole zone 3'r,3'WASHER TO EACH BOLT. (2)1 x i ACQmiddley span 7 arsm 4 CONTINUOUS BAR PROVIDE TERMITE SHIELD SILL ON LTP4 RATE NUUJ�TD-IN TA36 W/ B Vd NAILS SEAL AND MAINTAIN 8'MIN. SILL PIATEND SLL PLATE 0 WO/G AT WA RM MM 15/32"o5B OR IN51DE GORNER OUTSIDE CORNER d 1.3E TimberStrand® LSL allowed hole zone d T r � � � � .- Co n INiO STUD ABOVE AND LOCATED 2 To 6 KEY Jac NrHca=�Tf PLYWOOD N6 r- N Co FROM WD TO FINISHED GRADE C4 6 BELOW(2 EACH CORNER) FROM TOP OF WALL MAL AS RR TAgE 91V WF46M PLAN VIEW PLAN VIFJ^I Tall=2980« COILL STRAPS UNDER SHFATHIN6 PROVIDE:bd COMMON(0.131 x 25"LONG)NAILS.COIL ff-- -,1-tr-r� �/�� �D General Notes p N N M M 0 r ul SEE FOUNDATION PLAN STRAP"OVER SHEATHING PROVIDE:10d COMMON(0331 x T LONG)NAILS. EXTERIOR E �I OR 1 l/ \LL TOP EXTERIOR G/�bNLI\ HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded PLATE HIP GONNEGTI ON DEPTH HOLE SIZE headers and beams only. LA"'(-OVER OR F/�LSE VALLEY 19 STRA4PP I NC DETAIL WALL FRAMING 4�„ 1" • Round holes only ��n.�5T�OR�YG�ORNER GONNEGTORS TI GAL ANCHOR BOLT STUD TO RIM J01ST TO SILL PLATE 22 5Y21Y4' • No holes in cantilevers. LOCATED AT EVERY CORNER (�N.T: LOCATION A5 NOTLL� a N.TS. LOCATE AT EVERY 5Ti1D N'T5• KTP N.TS. N,Tar, 7Y4"to 20" 2" • No holes in headers or beams in plank orientation. See Illustration for Allowed Hole Zone DO NOT cut,notch or drill holes In headers except as Z CO indicated In Illustrations and tables. o) d g z z z O z z Z N a A MINIMUM OF TWO BRACED WALL LINES OIL)ARE`REGIURED IN EACH DIRECTION OF A RMI DINS. BM-16 SHALL NOT BE SPACED w5,prp exp Mp W�amm N o 0 o F o o z H= w co rn Q rn MORE THAN 60 FT APART. WALLS WTFNN A BW.SHALL NOT BE OFFSET l3Y MORE THIAN 4 FEET PROM A BVl. BML LOIGATIONS ARE �E. ro rOP 01'PORK wAL f u���I I Nor To TOP cf FMY w/L 1"Usim�I 5 5 5 :1, 5 � a- a � �'A`TM ON F LOM PLANS 2 FT MAX PONY WALL MAY BE 2 FT MAX PONY WALL MAY BE w w w .0 w � a � SNPSON 17"FICLDOAM AT C6-WSP WAUP A BRACED WALL PANEL(BWP)SHALL OWN WITHIN 10 FEET OF EACH END OF A BWL THE DISTANCE BETWEEN ADJA:GENT PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER IY rr U w IY m a5 U MUIL END PMHS(TYPE A)HDU A6 RWRIT IE D6ES OF BWPS SHALL NOT BE OREATM THAN20 FEET. TFERE SHALL BE A MINIMUM OF TWO BPP ON EACH BN..FXCFPT AT ®� AT GRACED WALL PETALS c AND R WALLS(16 FEET LONG MAY HAVE ONE 48'OR LONSM BMP. BMPr ARE TYPICALLY C5-H512 SHEATHED BRACED WALL PANELS `O 312'WIDE LVL tEADEt I(5�PILAW o ® b-1Gfl MALLS AT V= (TYPE A)OR 6YP5UM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BW TYPES A CONTINUOUS TO 01151DE'OF PANE N ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BW8'15 REQUIRED. o BHP TYPES ARE INDICATED ON FLOOR PLANS. N ® 3/8'0 THREADED ROD ® C5-W5P GONTINUOU5LY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET THE MINIMUM OF TABL.E-R602.105. NAIL 7b'MINIMUM WALL z NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT CONTINUOUS I�4 MIN DEEP HEADER TO � CONTINUOUS HIVs"MIN DEEP HEADER TO WALL RETURN 5 PROVIDED AT E05 OF SFEATHN6 NTH 8d NAILS O 6'O/G(I�AND L2'O/G(FIELD)AD PROVIDE tic OUTSIDE KIN6 STUD(SEE FLAW OV151DE KIN6 STUD(SEE PLAN Q PM8 FA6E I.- 65-W5P BRACW WAIL LINE THE 8" Bil OKMB AT ALL UNSUPPORTED PANEL 1�6ES PROVIDE 800 POUND HOLD" FASTEN 9'SHEATHING TO HEADER w FASTEN J'SHEATHING TO HEADER W LZ HOLD"MAY 13E ELIMINATED. PER DETAIL Iq OR 20 AT Elbe OF BRACED WALL LINES THAT DO NOT HAVE 6D NAILS 0 3'O/G IN EACH DIRECTION tV NAILS a 3'O/G IN EACH DIRECTION EITHER A24'MINIMUM RILL I EI6HT WALL RETURN OR A 48'MINIMUM BMP. SIMPSON LSTA24 STRAP ON BOTH SIDES AND SIMP50N L5TA24 STRAP ON UNSHEATHED TRIM TOP OF PANE AS REOV 2 EACH OF HEADER TO JACK STUD IN 16-IOD NAILS FACE W/Ib-IOD NAILS IL O r T TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF C5-W5P f+y GONTINUOU5LY 9HEATHED BRACED WALL PANELS FASTEN TOP PLATE TO WADE W/2 FASTEN TOP PLATE TO HEADER W 2 � 6 I/4'SD5 SIRENS .__I } ROME OF 16d NAILS 0 3'0/G PORTAL STRAPS 1/2'FROM EP6E ON ROWS OF I6d NAILS a 3'0/G WALL MIN PANEL BOTH SIDES(4 STRAPS PMEi) W F�1 w WALL AJAGENT CLEAR MINIMUM LENGTH OF Y HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL HEI6HT(FT) WIDTH'L' 0 W PANE-5HALL HEAVE A LBH6TH'L'OF NOT PANE SHHALL H AVE A LENGTH V OF NOT 8 28' W V = Q 51MP50N CM CO"NUT <b4" 24' � LE55 THAN 16'FOR 8 FT WALL,18'FOR q � LE55 THAN 16'FOR ONE STORY AND 24'FOR 51MPr�ON SW58 STIRON6 MNANl 5B Z U � 8 64'TO 50' 32' FT WALL,AND 20'FOR A 10 Fr WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32' 80"TO qb" 3b'* >� PLAN FOR ACTUAL LENGTH X>� SEE PLAN FOR ACTUAL LENGTH 10 34 PANE.,VERIFY PANEL 15 PLUMB <64• 21' GYPSUM BOARD '66"BRAGED WALL PANELS(TYPE B)SHALL BE 4 Q II 38" 3/8'0 AWAIOR 13OLT OR q 64'TO 80' 30' 48'MNIM1M M IB16TH ON BOTH SIDES OF MW1 P132 TABLE X 12 42' NOTE:DETAIL APPLIES ro U ^~, ADHESIVE ANCHOR 80"TO qb" 41' `R6=05. SECI�RE&6YP5P51UM BOARD WITH 6d COOLER NAILS, L (Z)JACK STUDS MIN OR P�PLAN L (2)JACK STUDS MIN.OR PER PLAN L BOTH ENDS OF HEADER Q 1� " O 30' Ag15"X 176'6tPSUM BD MM OR x098'X 1961 • 10 64'TO 80' 30' NAILS 0"1'O/G O DGM)AND-I'O/G(FED). BLOCICIN615 NOT rl °•' 80"TO q6" 38' `RfiCat�AT UNSUPPORTED PANEL�WHEN PANELS ARE BLOCKING AT PANEL ED6E5 :� BLACKINIB AT PANEL.ED6E5 N ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRI156 OR FULL - *Partial credit for panels 3b"to 48"wide per R602.10.5.2 WJ6W BLOCCIN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. TYPE GAL HOLDOWI�I DETAIL AT «E JFK AND KIN6 STUDS ONE JACK AMD KIN6 STUDS BLo6KIN6 AT PANEL EDGES 'L" EQUAL TO w Two KIN6 5TUD5 or > 1:2" _ CONTINUOUSLY SHEATHED WOOD FASTEN TAB'SFEATHNNl6 TO EACH STUD FASTEN LA6'SHEATHING TO EACH STUD FRAMED FLOOR A STUCTU RAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B AND SILL My DO COMMON NAILS a 3' AND SILL W 81)C04"NA115 a 3" FASTEN T6'SHEAT14INS TO STUD m 1 NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE 8602.10.5 AND SILL MU 8d NAILS a 4'o/c W NLT5. PORTAL DETAIL"A'ONLY APPLIES • TO 2 FT TO 18 FT NUDE OPENIN65. SIMPSON HU RE F5 IN DOUBLE W/14-1D 57W SIMPSON,6 I HOLD"W/ABOVE. Z TABLE 602.10.3(1)BRAGIN&REQUIREMENTS BASED ON 14OMPH TABLE 602.103(2)WIND ADJUSTMENT TO 5G2 N DOUBLE END STUD 51)5 5GR&H5 IF NO FLOOR ABOVE. WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-12'0 ANCHHOR BOLT OR EXPANSION HDU4 FB HOLD"MY 10-1/45MABOVE PANE.TO 51T DIRECTLY ON TOP OF � � p6L Q 5GRdV5 IF FLOOR ABOVE SI, _VN PM haMf4J AT 66*W DRAaP WALL HEIGHTS,AND 2 BRACED WALL LINES WN L B1)PARES(TYPE A)NGU AS REQUR® ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2'X2'>Ofa'PL WASHER W C9 f P CONCRETE FOUNDATION WALL OVER BASED ON SUPPORTING FACTOR I/2 0 ANIGFbR OR EXPAN510N BOLT � ORAL®RL DETAILS G AND R CONT •4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE 2-12'0 ANCHOR OR EXPAA51ON BOLT--------- AT �� { ! STORY HWL 5PACIN6 METHOD 6B03 TIE SHEATHING EXPOSURE CATE60RY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION ® 5-W NALS AT MV : : EXPOSURE CATEGORY ONE STORY D IS 04 BAR CONT IN TOP AND BOTTOM Q ry m PAB5-18 ANCHOR BOLT OR Ve THREADED OF CONCRETE FOUNDATION SIMPSON 5BV8X24 OR PAM-18 ANCHOR TOP 10 25 55 EXPOSURE CATEGORY TWO STORY G 13 o TOP 20' S.0' HOA' EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SHEATHING OVER RIM J015T ROD IN WASHER PLATE,5E'_DETAIL DO " BOLT OR Ye THREADED ROD, W 2 PARS-18 ANG+IOR BOLT OR 3a'THREADED 3810 OVER ROD W/KNSH�t PLATE,SEE DETAIL 15071 SEE DETAIL IS/DI Z F O� TOP 30' 1.0' 145' ROOF EAVE TO RID6E ROOF ONLY 15 FT 13 PANUS.EXE FRAMED V NEW WALL PORTAL DETAIL'B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENINt6S. iJ) \ ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS 8602.10-%)MINIMUM LENGTH WALL TO BE U5ED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 40' 4.0' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMEM FOR BRACED WALL PANELS AT BRACED WALL LINUES. WNL.TO BE CONHTRIarrINB LENSTH OF 48'TaVJWS R6o2.1o.3(I)MINIMUM LBN6TH 51MP50N STRONG MAL REGNIURES EN61M DESIGN TO ❑ ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 M ON FIRST HjWR APL'L.KCATION ONLY. REGUIREMENTS FOR BRAZED WAIL PANELS AT BRACED WALL LINES. TO DETERMINE PANEL SIZE AND ANCHOR BOLT5 FOR TOP 50' 11.0' 23.0' ROOF EAVE To RIDGE ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DT516N WIND LOAD AND corDmaN ' I I ROOF FAME TO RIDGE ROOF+2 FLOOR 20 FT NP .................................................... TOP bol 13.0' 715' WALL HEIGHT ANY STORY a FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB NUMBER 3/8'A ANCHOR BOLT OR : : , WALL HEIGHT ANY STORY q FT 0.95 ANCHOR BOTTOM of 2 10 5.0 105 WALL HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAI�- Ypp 2016023WALL HEIGHT ANY STORY 12 FT I.IBOTTOM OF 2 20 4.0 14.0 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 ENOT TO SCALE PER FIGURE 8602.10.6.1 � NOT TO SMETHOD L.L1 o• IAHBER OF BWL PER PLAN DIRECTION AT STORY 3 13 4 pa>ia._ BOTTOM OF 2 301 13.01 215' Q SHEET NUMBER N1MBHt OF BW.PER PLAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40' 11.0' 36,0' NIHBE 2 OF BYE.PER PLAN DIRECTION AT STORY 5 OR MORE Hb GYP IE FINISH O OD D FROM INSIDE FACE OF BW 1.4 21 B RACED WALL PANEL DETAILS 5t) HOLDOV�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GS-W5P ONLY ll 20 BOTTOM OF 2 60' 25.0' 525' GYP BO FASTENINI6 ANY STORY 4101r, 0.1 UNIT 43 (MODEL B- 1 l UNIT 44 (MODEL B-2 ) z N.T5. APPLIES TO METHOD 66 ONLY D 1 NOT TO SCALE fn W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA U) INDICATES LOCATIONZ OF FIRE RATED ROOF d A �L 2 HR 5EPERATION C) 10'-0" HIP WIDTH WALL SHEATHING,4'-0" B2-5 WALL PER UL#336 W E FROM CENTER OF 4 " 4'-0" U d RIDGES TO ALIGN FIREWALL-EACH SIDE � (NO VENTING) MO VENTING) o U RIDGE VENT � C) ts ... RIDGE PENT F- 4-d J '° U 6"AZEK TRIM BOARD I 8"AZEK RAKE 1 t� N „ BI-5 F- y as'Z GUTTERS d LEADERS I x 3 AZEK TRIM T 12 Z ALL 6UTTER5 d LEADERS SHALL BE BAKED 12 HARDIPLANK HOR,Z/ WHITE ALUMINUM A32"MIN.GAUGE,GUTTERS Q c SHALL BE 5'SEAMLESS,0.6.STYLE W/ALL 4 CLAP SIDING // i 12 12 12 12 12 12 12 U = � `4 RELATED d REQUIRED ACCESSORIES. LEADERS M GUTTERS d LEADERS ❑ c") r= SHALL BE MIN.2"x3', 021"GAUGE W/GLIP5 d WINDOW 12 y 6 AZEK TRIM BOARD ALL���� d LEADERS SHALL BE BAKED c) ANCHORS. CAULK d SEAL ALL JOINTS. PITCH +/- I I /~/ WHITE ALUMINUM.032"MIN.GAUGE,GUTTERS Ur 6UTTER5 MIN. 1/5"/FT.PROVIDE P.V.G. HARDIPLANK HORIZONTAL SHALL BE 5'5EAMLE55,0.6.5TYLE W/ALL a RECEPTORS 8'ABOVE GRADE TO RECEIVE 8" AOH LLU RS(CLOSED GAP DE516W. 12 1271 +/- I IA ; : OH. 7FE1 OR SHALL BE MIN.2"x3",.021"GAUGE W/CLIPS d 2446 IN 8"AZEK RAKE BD W/ ANGHOR5. CAULK d SEAL ALL JOINTS. PITCH 12 12 ��EE mR0:2 - a 12 I'x 3'AZEK TRI (TYPE GUTTERS MIN. I/8'/FT.PROVIDE P.Y.G. 6 DIAG.AZEK M .. REGEPTOR5 5"ABOVE GRADE TO RECEIVE I'AZEK 5HEEfIN6 +/- II +/- I,I X 4'-b" 2040 2040 TRIM BOARD _ 12 LEADERS(CLOSED GAP DE516W. _ - - 6"HIGH BLIND - - DH b'H16H BLIND - Q J FLASHING -`` \ ' I Z FLASHING - - - - - - - - - - - - - - - _ = o Q F- DINING AREA x8 FA501A W. _ s 1'LATEHT. - - - ° ALIGN - - - - - - - - - - - - ct I'-0" ! M.BEDROOM U OH. -0' OH OH I I-0II _ Ix8 FASCIA BD. / PLATE HT. CLOSET 1, pH E113 OH I I+ / / U LINE OF ROOF 2-0 12 PLATE HT. I I / / �:-T_.;� II q TRU55 BEYOND = i i OH. o F- 1I II (3) 2x8 P.T.GIRDER LL VJ 0 10'AZEK I I $ EH x PVG SHUTTERS WITH FIXED = Z 7-1 i. ! HINGES. WIDTH OF � ❑ BEYOND FRIEZE BD. i i Q ry X = 2 SHUTTER TO BE HALF Q Ixl2 AZEK- TRIM ZEK o WIDTH OF WINDOW. o w Ix8 FA5GIA BOARD ' I / 4 - r TRIM 4 (� COLUMN®GO D I I r- -COLUMN® COVERED PORCH BEYOND i i :! PORCH BEYOND _ _ I 5IMP50N LU528-3 FAGS FIN. 15T FLOOR I I FIN. 1ST FLOOR $ MOUNT HANGER LEY.+O'-0" - - - - LN ^ . _ - - (3) 2x12 P.T. 61RDER BEYOND - - - - - - - - - - - - - - - - - - - - -- -- -- - - - w Tm I I I I i I r I I I 1 SOFFIT I I HATCHED AREA I I Ix4 AZEK TRIM I I cn Ix AZEK TRIM BOARD OVER I I I I I I I I ALL SIDES I I m INDICATES LOCATION r Ir ur ur I OH. GIRDERS(TYP) WALL SHEATHING 4-0 v I, w m I I I I I I OF FIRE RATED ROOF"d 51MP50N BG52-3/b P05T ❑ w O GAP ANCHOR 4 I I I ( I I FROM CENTER OF I I I ( o FIREWALL-EACH SIDE 10 SQUARE H546 PERMA GA5T COLUMN#46382 K/5QUARE I I I I I I I I I I I FLAT GAP 4 BASE(OR EQUAL) - I I I I I I I I I I U CORNER COLUMN TO BE I I I I I I I ( I I 4" 2'-0" i Q (L 2 HR 5EPERATION D - PROVIDED W/5PLIT KIT BA5EMENT - WALL PER UL#33b I I I I B _ Q bxb P.T. P05T WITH 5IMP50N -- - -T` -- I- - - - - - - - - - - - - - - - � - - - -- -�- - - - - - - - - - - - - - - - - - - - - - - - 1 - - - 1 co ABU66P05TBA5E (TYP - ALL L - -J- - - L- - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - J- - - - - - - - - - - - -- - - - - - - - - - -I— J �./ COLUMNS) Z UNIT 44 UNIT 43 ( 15 ' PORCH) TYP. REAR COV. PORCH DETAIL I MODEL B-2 (MAGNOLIA) A J� MODEL B- 1 (INKBERRY) FONT ELEVATION o 3/411=11-0" B2-I 62-5 4111 _ 11-01 2 HR 5EPERATION A WALL PER UL#336 82-5 4'-0" 4'-0" �p VENTING) Mp���) TYPICAL ROOFING: HATCHED AREA INDICATES LOCATION OF ARCHITECTURAL SHINGLES 15# FIRE RATED ROOF d WALL SHEATHING,4'-0" RIDGE VENT FELT UNDERLAYMENT W N00 RIDGES To ALIGN ( 5/8 PLYWOOD 5HEATHIN6 0 N cV ri r� co FROM CENTER OF FIREWALL-EACH SIDE ¢ �•, N N ri 1` ui RIDGE VENT I"x b'AZEK RAKE BD W/ IN 3"AZEK TRIM 12"x 18'VINYL HARDIPLANK TYP'IGAL ROOFING: 6'AZEK TRIM LOUVERED VENT HORIZONTAL GLAP SIDING ARCHITECTURAL 12 All 1Y co co 5HIN6LE5 15#FELT a I I1-1 zf 12 - - b"AZEK TRIM BOARD a g UNDERLAYMENT 6 HIGH BLIND ui z cn N N 5/8" PLYWOOD FLASHING Gnil C2, o 0 z SHEATHING q V5 V5 U5 V5 IN b"AZEK RAKE BD W/ 12'-0"STEP IN 3'AZEK TRIM(TYPJ w v GEIL.BEYOND NOTE: "�'�'-•'i°° �T ROOF M55 DE516NER TO / �o ROOF® COVERED ADJU5T HEEL HEIC FOR / 6"DIAG.AZEK N PORGH BEYOND 12 q Al ROOFS TO BE FLUSH Q 12 TRIM BOARD N r= 1 12 10'-10" NNIN LINE OF HIGH-b"HIGH BLIND 2 INBLIND - - - - - - - - - - - F- _ �All Al GEIL.BEYOND FLASHING 2-1. Z r' - - - - - - - - - LL1 POR6HLATE T. - - - -- - - - -- - - -- - - - - - - / C-REAnn nn - - TROOM 0 PLATE HT. _ O N OH. J Q ! I I I I I I I I I I I I 62-I F I I I I IYll I I I I I I w I I I I I I I I I I I 4 I I I I I I $ � IS'- WI TH I I o I 16'- " BIS WI TH I I W I I I I 1 1 s I I I I dJ I I I I I b„AZEK TRIM w I I I I I I I N IFF AA II II II 0I N I I I 111 1111 1 1 1 11 1 11 1 1 vt [/A/] J.'),vv 1, -f,4,f X I/A Ar r/I I I 1 11 1 11 1 1 11 1 11 1 rillkll\l iiiiii ill Ill lit Lim]! i i i i i 2020 NY5RG- R312.2.1 z J I I I I FIN IST FLOOR i i I I I I I I I 1 I I FIN. IST FLOOR IN DWELLING UNITS WHERE THE TDP OF THE SILL OF AN Z qQ ¢ -- - / / j / / -- - - - 1 +0'-0" 2020 NYSRG- 62421.8 (5038) OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24" t� o VENTING SYSTEM TERMINATION LOCATION: ABOVE FINISHED FLOOR AND GREATER THAN 12'ABOVE 3ER �, - - - -- - THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE W THE VENT TERMINAL OF A DIREGT VENT APPLIANCE WITH AN I ( I I 1 I I I IIIA--�I ---111 I I 1 1111 II IIII I I I I EXTERIOR OF THE BUILDING THE OPERABLE WINDOW SHALL " I IIII II IIII I I III bxb P.T.POST WITH SIMPSON INPUT OF Iop00 BTU PER HOUR(3KW)OR LESS SHALL BE t ��,_• F 1 6 AZEK TRIM�LL SIDES I I I I I WALL BEYOND I I IIII 11 IIII 1 I I I „ COMPLY WITH ONE OF THE FOLLOWING: I III I III „ II II II 6 AZEK TRIM BC52-3/6 P05T GAP ANCHOR d LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO A , m n I Itll II IIII b AZEK TRIM I 1 III OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE F bxb P.T.POST WITH I ( I I I I I I I I I I IIII II IIII I I ALL SIDES 1 51MP5oN AEIUbb POST BASE(rYP- I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER IOAoo Q °•, - , IIII I I) I ALL SIDES II II II To PA55 THROUGH THE OPENING IN ITS LARGEST OPENED (n E SIMP50N BG5.2-3/6 I I 1 10" SQUARE,HBd6 PgRN1A GA5T I I I IIII III 1 I I I I III I I ALL COLUMNS) I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE P05T GAP ANCHOR d I I I COLUMN#46382 W/BARE 1 1 I NILwINDo IIII I i 1N oW Iil I 1 1 1 POSITION.FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 2 _j Q SIMP50N ABU66 1 ___ ____ INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE AND , y P05T BASE(1YP- I I I FLAT GAP d BASE(�R EQUAL) 1 I LI_________IJ L===�L==JJ I I 4 AN APPLIANCE WITH AN INPUT OVER 5op00 BTU PER HOUR ALL GOLt�NS) -GARNER COLUMN T E II LI---------U I q 1 i 10 5QUARE HBd6 PERMA GA5T I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO � e 0 COLUMN#46382 W/5QUARE RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ANEW P I I I ( I CLEARANCE.THE BOTTOM OF TIS VENT TERMINAL AND THE AIR FULLY OPEN SHALL NOT REDUCE THE NET CLEAR OPENING O PROVIDED W/SPLIT KI q I ' FDI FLAT GAP d BASE(OR EQUAL) INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. ❑ 1 1 I I FDI _ _ _ _ - CORNER COLUMN TO BE I AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. __- 1 1 1 12 HR 5EPERATION ( 1 I I 1 I I I I WALL PER UL#336 I ( i 1 PROVIDED W/SPLIT KIT 1 OB NUMBER BASEMENT _ _ _ _ _ - -- �1 - - � - - - - - - - - - - - -- - - - - - - =— _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ w 2016023 - - -I- - - J L__ __j L - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - -t- - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - � - UNIT 43 ( 15 ' PORCH) UNIT 44 UNIT 4 3 UNIT 44 DUET CLUSTER = SHEET NUMBER u) A6A REAR ELEVATIONZ MODEL B- 1 (INKBERRY) MODEL B-2 (MAGNOLIA) V4u = 11-ou MODEL B- 1 15 MODEL B- 2 z. a" B - ) ( ) ELEVATION S W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) SELF FLASHING ASPHALT ROOF SHIN6L5 Z II pq II 5TAWINO SEAM METAL w E CHASE CAP 0 RIDGE VENT 6' TRIM GAP 0 PLYWOOD 4WNNNJ SHEATHIN5 0 z 12z(a) c) -OPTIONAL HOOP 154 ROOFIW9 FELT PAPER (j)L_ mo cy) 0 CHASE za 12 GAP AND CULTURED INSTALL ICE I WATER C) ■rNNWNWq INSTALL ICE 4 WATER SHIELD ROOF FRAMINC7 WITH METAL SHIELD PER STONE VENEER MANLIFACURERI5 SPECS.TO 12 PER MANUFACTURERS MAINTAIN PPMZT WARRANTY. CCI:4)>: GARAGE DORMER SPECIFICATIONS TO MAINTAIN CARRY DOWN FRONT OF FA5GIA- U) 121 BEY" i-LINE OF ROOF PRODUCT HARRAINTY MIN 4'TYPIGAL z 6- _J2 UY BEYOND I •o cl) 0 RIDGE VENT < Lu 0.40 ALUMINLH DRIP E06E RIDGE VENT NOTE; 0 C) GAP 4 7 APPLY ICE 4 WATER SHIELD IN 2 co CL Lo 1%6 LFAIR WEATHER WHEN THE AIR, ❑ (y) — 6UTTEIR 12 ROOF PECK AND MEMBRANE W, ARE AT TEMPERATURES OF 7 . , I I , I . i I . I . I . I , I ; . I . . . . . . . . . cl 40°F(5*6)OR HIGHER. ........... -7 N j &ASL q. . . . . . . ROOFS 12 12 ci I ;A61641 R666146 I OR U-1 uj 1x8FASGIA130. PORCH z 1I 1b-AZEK'7x Fin nil _PtATE HT. 0 M.BEDROOM '-fRIEZE 50. Y IGE 4 WATER SHIELD IN A� PLATE HT. m 0 H 41 FAIR WEATHER III I OH WHEN THE AIR ROOF DECK AND EEI A HEMBRA14E ARE ATNOTE: H: J TEMPERATURES OF 40°F(5'G)ORH 111111111 zPVG SHUTTERS WITH FIXED 1E=1IIIIIIiiHINC-E5. WIDTH OF 0SHUTTER TO BE HALF .......... FASGIA BOARDN AZEK SOFfIT WIDTH OF WINDOW. 0BOARD W 2*60NT. LL_j VENTIN6 OR VENTED LnQ Ll VINYL SOFFITEXTERIOR HALL 0brn-HARDIPLANK 5HINa IF 510INU I z-TYVEK OR EQUAL 7- Qij m-1/16"056 SHEATHING TT $7TIF-rr� 1 1 11 DETAIL 2-2xb HOOD STUDS @ 16"OL.-6'R-21 BATTS 11 LJ I III I_ hI 1 11 111 11 1 11 1 1111 1\11 FIN 15T FLOOR SCALE: 1 1/2 1 -0FIN. 15T FLOOR !I F 1 1 ! -- - - - - - - - - 4 -AZEK TRIM KAU a BEDROOMl l BEYOND COLUMN W SQUARE FLAT CAP ALL SIDES #2 BEYOND KALL aGARAGE 12" SQUARE H646 PERMA—51 bxb P.T.P05T HITH Ix4 AZEK TRIM 01% 4 BASE (OR EGUAL) -CORNER 51MP50N EY,52-516 q*(R-30)BATT� + 5'(R-lq)COLUMN TO BE PROVIDEO H/ P05T CAP ANCHOR t BATTS = GOMBI�111 P INSULATION 61 (R-lq) BATTS wSPLIT KIT HALL SIMPSON AB" VALE OF(R-4c) NTIN!"U5 ABOVE U)BREAK P05T BASE(TYP- F01dZ� ALL GOLUMN5) IN MEK 5HEJETIN&GONT.BLIND FLASHING ElBA5EMENT 2x 6'NAILER-LABu- - - - - - - - - - - - - - - — — — — — — — — — LT — — — — — — — — — — — — — — — — — — — W�N VIAX6'LBOLTS1 1 BOLT TO VERT 5 u - - - - - -- — — — — -r — — — — — — — — — — — — — — — — — — — — — — — — - T_- - -L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ...... ........................R16HT END ELEVATION 2N x 6'RR a16" E><oc,2020 MRO- C72421.b (503b) 2020 NY5RC,- R312.2.1 1/4 11-0 F_VENT1146 5Y5TEM TERMINATION LOGATION: u IN PHELLIN6 UNITS,WHERE THE TOP OF THE 5ILL OF AN q1l (R-30) BATTS zwTHE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE NNvoW OPENING 15 LOCATED I F55 THAN 24" 2"x 4'SOFFITAN INPUT OF 10,000 BTU PER HOUR OKH OR LE55 94ALL ABOVE THE FIN15FED FLOOR AND GREATER THAN 12" UNIT 4 3 ( 1 5 ' PORCHa Ib"OG BMS BE LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOWBUILDING,AtV SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE 13JILDINO,THE OPERABLE WINDOW HEADER PER PLAN 0 10000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER NNooW SHALL COMPLY WITH ONE OF THE FOLLOWING:HOUR 5HALL BE INSTALLED NTH A cl INCH VENT s OPENINGS THAT HILL NOT ALLOW A 4 INCH DIAMETERMODEL BWWWWWWN I (INKBERRYTERMINATION CLEARANCE,AND AN APPLIANCE V41TH AN SPHERE To PASS THROUGH-HE OPENING IN ITS LARGEST INPUT OVER 50000 BTU PER HOUR SHALL HAVE AT LEAST OPENED POSITION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF I FALL PREVENTION DEVI(25 THAT COMPLY WITH A5TM F 20qOTHE VENT TERMINAL AND THE AIR INTAKE SHALL BE /BTRAN50M WINDOW LOCATED AT LEAST 12"ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTERR106E VENT B2-5 BEPROOM #2 OPERATION TO RELEASE THE CONTROL DEVICEALLOWING THE HINPOH TO FULLY OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOWUNIT TO LE55 THAN 5.1 5WARE FEET. 12 LINE OF ROOF 2"xbN a161 or,FOR SEAT cq coTE C4c; r-: T�BEYOND a MA5 R c! P,% -: LqO IN IN co M 0 BEDWOM R106E VENT SPRAY FOAM INSULATION OH TO COMPLETELY FILL DOUBLE-HUN6 WINDOW­— SEAT CAVITY INSTALL ICE 4 HATER SHIELD (2)2xb'@END W A35 5IMP50N CONNECTOR PER MANUFACTURERSSPECIFICATIONS To MAINTAIN 511MP50N H2-5A CONNEGTOR5 PRODUCT KARRANTY - I"x 12"AZEK TRIM-7E VENT rz 12 12 Gyp BoNOTE:APPLY ICE 4 HATER 5HIEL1 65z coC,z z z 0 z z 1FAIR WEATHER WHEN THE z . . . . . . . . . . . 1 4 05B 5UBFLOOco co co > V) FLROOF PECK AND MEMBRANE RIDGE VENT. . . . . . GLUED 4 5GREWEI?-RUNARE AT TEMPERATURES OF -n i nw 12 -iCMTINUOU5 13ETVM PLATESwIxMwwwc& 040*F(5*6)OR HIGHER NE Of ROOF 1/16' 055 5HEATHIN6 AT EXTERIOR WALLBEYOND a GARAGE (c)2"OH2X12 FLOORAL16N FASCIAS JOISTS 0 lb"Orl. OpFIR5TFLOOR LINE — — —GREAT ROOMtr= 7 DIN . . P ILAN FfE flHT.1111111 HT ORit 11 1 11 11 N�_ I Ild oH.' UNFIN15HED FRIEZE BO.i1 OH1. 4 11 1 11 1 1 OR-nil 1 11 1 11 1 11 1 1 11 1 JJ 11 1 w w >HTTEXTERIOR WALL wlo" 5QUARE HB46 PERMA GA5T COLUMN#463b2 W- -HARDIPLANK 5HINC71 F SIDINGSQUARE FLAT GAP 4 -TYVEK OR EGUAL BA51E(M EQUAL) - lAb"05B 5HEATHIN6 r2CORNER COL"TO 2xb WOOD STUDS 0 16N O.C._jBE #TFT7 6"R-21 BATTS (R-13)GL05ED CELL SPRAY FOAM IN9)LPROVIDEE) W SPLIT KIT FTT-1p ALONG INSIDE FADE OF HND.WALLS-FULL HTOR DRAPED BLANrET IN5ULATION11 FTTMfiFIN.I FLOOR I I I I Il FIN. 15T FLOuim I I I I I I I I I irwELEV.+0'-0" ELEV.+0'-0" 0 — - — - — - Inbxb P.T.P05T HITH 50UARE 1�155 PERMAGAST GOLUMN #46352 W I--x JLBEDROOM #2 BAv DETAIL z ER5IMP50N 8052-316P05T CAP ANCHOR 45WGUARE IF GNP 4Ke. . ...........EKALL @ r7ARA6E 5IMP50N ABUb(b BASE HALL GARAGEwBEYOND P05T BASE(TYP- 13EYONDOALL COLUMN5) PROVIPEP KI SPLIT KITw 10BA51EMENT BA5EMENT- - - - - - -- - - - _T_ El7-f- -_ — �t - - - - r' - -- -- - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - -17-- - - - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - -L -- - - - - - - - - ............................... ....................... LEFT END ELEVATION JOB NUMBER 1/40 = 11-011 UNIT 4 4 )B2 5_� . .w2 016 0 2 3 SHEET NUMBER nil- 111KI Lj I --**B MODEL B - 2 (MAGNOLIA)- UNIT 4 3 (MODEL B- 1 15 ) DUET CLUSTER & 44 (MODEL B- 2 ) I B2 - 101 U) ELEVATIONS. w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 2 HR 5EPERATION A z WALL PER UL#336 B-5 w E 8 4—, V m 14'-6" 22'-b" w ` pppI pq o ®"YY1^1 yyyy® 4-1 =3 u) V — A PSSXX3XS11 ¢XSXXl]99 � L Nwz_ o 12' Q w m "M' T` •- rn Q S ti co OD 12'-10" 811 0 10'-0' 4'-II° 4'-4"M.O. 5'-3" IS'-8" 4'-4"M.o. 2'-b" all 1'-5" 5'-l" 8" 5'-l" 1'-511 SII 21_0" ❑ (� M p — — �/ ch m UNEXGAV. I o UNEXGA o a 4'P.G.5LA13 WITH 6x6, r' 4"F.C.SLAB WI 6x6,' 10/10 W.W.M.OR FIBERME5H. 2 q 10/10 W .M.OR FIBER ME%I. LnMIN.3500 P51 GONG. b" 8" FD1 - I �______� I �1 Q MI q.3500 P51 ONG. o HDFV FDI o Z • • Ac GRESS 8" m 11-011 511 �1 011 II O bINDOW b -V 0 0 4 m I m U 2x12 FLOOR JOISTS "' ND 1 I ------- I 2"x 10" 2SLAB SEAT Q ® Ib"O.G. • I FD1 I , 0 4 SEAT 1 14 r CD o HO ' E6RE% _ _ — — — HD O HD 4'WIDE J015T J� — "'� 2 8 F — — — U `�' 1 WINDOW , SEAT.T.O.5EAT Q O 4 4 ELEV= (-)I'-I�' 4 I I F FV N o �c N I I �; 12' G.FOUNDATION WALL = Tr - �I ! I . _ _ — _ I W DAMPROOFIN6 ON 7 2'-O" IL U) 12'P.G.FOUNDATION WALL q I '1 I — — 4"x 12'P.G.FOOTIN6 FD1 m F- WITH DAMPROOFING ON (2)2X10 P.T. M I II 1 11 I p - I 11 I z \ r 21-011 lo" 24"x 12'P.G.FOOTIN6 13-2 I FD1 q_4 14-8 I i 23'-O" 14'-411 10" O I I HD � `.I� J Ll Q I I 10"P.G.FOUNDATION DIREGT VENT HEATING EQUIP. �- I I WALL WITH DAMPROOFING I 4'WIDE DIRECT VENT HEATING EQUIP, I Hp APPLIANCE CLEARANCE 3 " IA L UMN }} I J015T SEAT. u�i APPLIANGE GLEARANGE APPLIANGE5 ON 20 x 10 P.G.FOOTING • LIANGE5 SHALL BE INSTALLED ON "x 0"x 12' PG -T.O.W.ELEV. = 0'-0" I I I TOW.ELEV= (-)I'-I j" q � 5HALL BE IN5TALLED WITH THE I �I I I 4'WIDE L 4'WIDE WI THE CLEARANCES FROM F- FTC N.0 ) I J ( v, I �� I I I J015T SEAT. O CLEARANCES FROM UNPROTECTED � UNPROTECTED COMBUSTIBLE I I I I N :o b COMBUSTIBLE MATERIALS A5 I '^ J015T SEAT. M TERIALS A5 INDICATED ON TE I I -� I ::�T:ELEV= ()I'-I�" TOW.ELEV= AppLIANGE LABEL AND IN THE L J ®� 1 I o 5 1 X u, INDICATED ON THE APPLIANCE LABEL 1 I cv AND IN THE MANUFACTURERS II MANUFACTURER5 INSTALLATION I I ® I FW-2 1 ;o �+ I N IN5TALLATION IN5TRUGTIONS. 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BEAM POCKET — —BARRIER I q I \° — — — — -5 `- I I L— I I B4"P.G SI AB(MIN 2500 P51 GONG) WRAP EN05 OF 6DR Q 11 TAMP E FILL g5 K DENSITY II ,_ Q � � � � FDI 10' 1 I J I � I I E.00b MIL.POLYETFiELENE VAPOR II W/ALUMINUM AT — 4 I ( I BARRIER POCKET OR PROVIDE 10 S 0 15-0 - 14 2 I I I I �� 1 I� TAMP< FILL TO q5%DEN5I7Y 2 52D' SIR SPACE ALL UNFIN15HEP BA EMENT IJ — — IL — — I '1 — o 5 I I I I —J I J UNFINISHED BASEMENT III FD1 z 8-0 CEILING I 1 ( I I - J 'V-O"CEILING HT. (11 w 17- 7u u- ® u *(R-13)GL05ED CELL SPRAY 2-0 2-6 4 WIDE •(R-13)CLOSED SPRAY I I o I ( — FOAM INSUL ALONG INSIDE IO" J015T SEAT. 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AGGE HATCH P05T 10 a 8 _ 5016 TR DI 1w i PORCA 1 NOTE "5": :fl :o 6-2" 4" 4,_011 6N 1,-0" 611 31_4N r4' 31_211 41' 1� 1 = r 11'-0"GEILING x 1'-2" Q N N N M ti r N ori 3080 EXT IN5UL DR I I 2868 INSUL DR- 868 INSUL DR- N FOYER - - PAN (- 6x6 P.T.POST WITH '- W/(2) 12" 5'-4" 1 I '- 1 �e � 51MP50N BC52-3/6 P05T o C4 ni co co co 51DELIGHTS 45 MIN.FIRE TEMP GLASS 45 MIN.FIRE - - - RATED W/5ELF RATED W/SELF _ _ _ _ I 1 GAP ANCHOR d 51MP50N ;fl m 2 III 31_4 b" 101-0" 4" 3'-4" 61l OL051NG DEVICE KNEE WALL IPTN ON 2X4 CLOSING DEVICE - - - 1 N 5D® TEMP O ABUbb P05T BASE(TYP ALL COLUMNS) q-0 GEILING , O 6x6 P.T.P05T WITH (4)2x6 P05T - - - ICL d DOOR SIMPSON BG52-3/6 POST HD 602 � GAP ANCHOR 4 51MP50N - - - - - - 6" 6'-10" ! 4" 4-0 411 q-01 �ll I I (3)2810 TR m ABU66 P05T BASE(TVP `r m -ALL COLUMNS) o V TWO GAR GARAGE 10'-01 EILIN6 � J I ® 8'-0'HD HT g co I I I (3)2850 DH 9 g Iq we ®Sp TWO GAR GARAGE •4'PL.SLAB(MIN.3500 P51 GONG) ;r MA R © _ (TEMPERED) 0 0 0 °z co co o o z DI O G�• N O REINFORCED WITH 6x6,10/10 W.H.M. 6"(R-21)BATTS q'-O'GEILING u, _ 4 PG.SLAB(MIN 3500 P51 GONG) ' f SLOPE 6ARME SLAB DOWN 2' BATH OOM © WIGL X I I 5� 5 , a co � 3030 AWN b" � 8'-b' EF `n 4" � 4'-b � 411 3, 411 6p REINFORCED WITH bxb,IDAO W.WM. cv TOWARDS GARAGE DOOR fii Cu w � iu w '- N � ® 8'-0"HD HT 1 N Q "SLOPE GARAGE SLAB DOWN 2" c "T(PE'X'GYP BD ON GARAGE r56 LAY LAV WC l 10 1 `� w w w m 06 06 U 10'-0'CEILING % TOWARDS GARAGE DOOR p WALLS d CEILING 68 O 12 `) m © BATH #2 * 'TYPE"X'GYP BD ON GARAGE 0 • N . . rn WALLS t GEILING c� 5 TYPE X 6YP BD ON INT OF LIVING — SPAGE GOMMON WALLS TO 6ARA6E • g •i'TYPE NX'6YP BD ON INT OF LIVIN6 HD `v bbd a 5PAGE COMMON WALL5 TO 6ARA6E N - 2010 TR co, u, ® V-O" HD HT r - - - - - - - - - - - - - -1 2050 DHIl b141-2' IENERGY NOTES B2_5 d �, I B-0 4 16-0 J - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS 6'(R-2U BATTS Iq Iq Z (� ll'-()*CEILIN6 D1 0/21 D1 ;o (2)2Xb H R 1 1 2 � RESIDENTIAL PROVISIONS. _ I a BED ROOM #2 1q Dl I 1 1 O - SEE SHEET T-2 ENERGY CODE NOTES NI 1101.10.1.1 - N 1104.1 Hp _ _ 11'-0'5TEP GEILING J o b" DI 16010 OH DR I MASTER I w Y 2'-b" 611 12'-0" IB'-o" m v I 2'-0" :t w Q HD 5 I/4"x 16'LVL HDR HD I BEDROOM I z 16010 OH OR ZoN 4 I 1 z 2020 NY5RG- 62421.8 (503.8) 0 — _ — _— — _— — _— — _— — = 0 N 2 0" VENTING SYSTEM TERMINATION LOCATION_ r '- HO 1z 51/4'x 16'LVL HDR HD I p/21 1 i w O 4 1830 O THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF 0/21 0/21 DI ®1'-0'HD T o 10,000 BTU PER HOUR(3KW10R LE55 SHALL BE LOCATED AT LEAST Q DI D1 �,, - i i 2010 TR ❑ 1 6'FROM ANY AIR OPENING INTO A BUILDING,AND 5UGH AN 2-1. v r- � ® 8'_01 W HT F1 APPLIANGE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT <v A = OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH �0 4" 2It_ B-5 L - - - - ( 1 2050 DH VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INWT a SEAT 0 FW FW-21 - - - - - - - - - J OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT iv HD (2)2X10 WR HD 21-011 -0 b TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND = N fl m Z THE AIR INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. cv r - r - - - a l2)2X6 HDR (2)2X6 HDR a Z a J lq - - - 211 - - - Hp r - - - -I - - � HD U-' o o 0 (27 g016TRIto MODEL 5-1 MA5TER DI (?�3050 DH DI A L 30 0 TR I 30 9.3 J `-' --TER BEDROOM WALL ® 81-0" HD HT B2-5 Iq ® '-o' D T ® 8'-0' D HT Iq p G\S nn O q 2020 NY5RG- 8312.2.1 1 1 II 11-0" N I_ ,I N I " N I N 30 0 DH 1l 30 O DH 11 L) 4-0 q-0 4-0 DI _U9,0 BEYOND 2-6 4-0 4-0 2-b 16-0 R.O. 18 I-4 lb'-O"R.O. I-b R IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE mt WINDOW OPENING 15 LOCATED LESS THAN 24 ABOVE THE PFINISHED W I fir, �{ z fi -70 FLOOR AND GREATER THAN 12'ABOVE THE FIN15HED GRADE OR 21_011 21 /_p 2'--b" 21 /_1l IB'-8" 18'-10" 4'-0" Il'-0" �l V V c 1 II 401-0,I OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE U ` OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: •OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 38-b PA55 THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. ► ° '" "FALL PREVENTION DEVICES THAT GOMI'LY WITH ASTM F 20'10 UNIT 44 FLOOR PLAN UNIT 4 3 ( 15 PORCH) FLOOR PLAN ❑ ,� �81° (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO I NEW Y� RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW To FULLY MODEL B-2 (MAGNOLIA) 1/4"=1 -011 - _ MODEL B- 1 (INKBER, YOPEN,SHALL NOT REDUGE THE NET CLEAR OPENING AREA OF TH= LIVING AREA- 1711 0. . 2 HR PER UL# 36 1�4 =1 -O - JOB NUMBER LIVING AREA- 1,5Qq SQ. FT. ............. ...............WINDOW UNIT To LE55 THAN 5.15WARE 1$T. GARAGE AREA- 3?15Q. FT. WALL PER uL#336GARAGE AREA= 31150. FT. COVERED PORGH AREA= 250 50. FT. GOVERED PORGH AREA= 212 50. FT. w 2016023 ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "5': EF =EXHAU5T FAN: GENERAL CONTRAGTOR5 AND SUBGONTRAGTOR5 TO REVIEW THE5E cn NOTE R: AND TWO-FAMILY ONELLING5,TOWNHOUSES MULTIPLE LVL GIRDER GONNEGTION5: 11 SHEET NUMBER STAIR MANUFACTURER TO 50 CFM INTERMITTENT OR NOTE 'V : Q NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS To MEET ALL © 20 GFM GONTINUOUS *ALL DRYERS TO BE VENTED CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT UNIT 44 DUET CLUSTER TRU55E5 W/ 12" MIN. HEEL BUILDINGS(CONDOS a GO-0P5)AND UNITS APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDER5, LAG BOLT TO OUTSIDE AIR PER CODE REPORT ANY AND ALL D15GREPANGIE5 INCLUDING ANY DIMEN51ONAL ALL WINDOWS SHALL BE REPORT ANY 0I5GREPENGIE5 " 11 CONFLICTS IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES Z ANDERSEN 200 SERIES 11 Q= TEMPERED OFFERED FOR SALE IN THE IMMEDIATE AND CONFLICTS TO THE TO W/ I/2 BOLTS 2-0 O.G. 2 MIN ®2 CARBON MONOXIDE ALL wASHEz TO BE HEIGHT5 (U.O.N.) @ 24 O.G. c7cL B2 � 3 DESIGNED BY TRU55 ENGINEER GLAZING VICINITY OF BEDROOMS,ON THE LOWEST ARCHITECT PRIOR TO 5TAIR FROM TOP 4 BOTTOM, 4 MIN. 4" FROM ENDS DETECTOR PROVIDED KITH DRAIN PANS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS5HALLMODEL B- 1 15 ) (MODEL B- 2 ) FLOOR. PLAN V5 FLOOR LEVEL CONTAININ6 BEDROOMS. FABRICATION. �D SMOKE DETECTOR BE GAL(ULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I6-2"GABLE WIDTH WOOD ROOF TRUSS SPECIFICATIONS: bxb P.T.POST WITH INSTALL ICE 4 WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 4 0 51MP50N 6052-3/6 P05T IS'-o"NIP WIDTH Z MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED - GAP ANCHOR 4 51MP50N w PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. ABUbb P05T BASE(TYP — — — — — — — — j _ ALL COLUMNS) NOTE: _ _ _ �� �I C312RS-PT?fRDER- - - - -r�� U � APPLY ICE WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING —D-� — ( P SIR - A I` - -' - - - - - - -�I o �I--� V 16 LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN B2_5 1 I p V 0- 2 AND MEMBRANE ARE AT TEMPERATURE5 OF 40°F (5°G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. ' " 1 1 , �Q Z I1'-0" PL HT. I I 11'-0" PL HT. I SS N � 1 I O L_ o z PRE-EWINf�ROOF I 2 HR 5EPERATION I �yi,p � ( U �J +-, a, TRI65F5 PER TR 5 MANIF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE I_o" , I 12 12 11 o" WALL PER UL#336 DESIGN: q I STRESSa SEE DETAIL I/FW-2 I ' N o D (EQUATION 16-8) oH. I I IRI oH. I I v,51MP50N STRONG-TIE D + L EQUATION 16-9 No `R" - I 2.2( ) I ( I I z _ dLo MT5 STRAPPING(LENGTHS VARY) I ' I 0 Q w M D + S (EQUATION 16-10) I c M CONTINUOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) �� INF I I U = N Lo 4 TOP OF TR1J55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I� I I ' I A II'-0" PL HT. ' ❑ U M II'-0" PL HT. B-5 + 12" HEEL HT. I II'-001 PL HT. co HEEL HEIGHT VARIES-SEE TW155 DRAWIN65 FDF: D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = I , I - W/ 12" HEEL I I 1 + 12' HEEL HT. U' ACTUAL�L HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 `�'I L - - - - - - — I-0 HEIGHT �D'14 NOTE 'R ' a ALIGN FA5GIA5 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I , I -1`��� �I oH. 1 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN NOTE "R" I lo'-lo"OVERHANG WIDTH 12 12_ EXPOSURE CATEGORY B. I I o ,� q 1 12 VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE _ _ ROOF TRU55 61RDER _ _ _ _ ROOF TRUSS 61RDER _ _ _ z OH. FOLLOWING DESIGN LOADS: — — / / q'-O'PL HT Z TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I ;jj j / W/36'HEEL HT. = I J _ - - - - �= - - - - - 1 F- LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD — — — ///j /j I (12'-0"WIDTH) UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 \ 6t1TTER PSF BCLL=10PSF, AND BCDL 10 PSF. PROVIDE ; / / // / I n CK 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE I 12 // / �/ /1/ - OR NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. TI I q // / -== - == = = == II Z 8 FASCIA BD B2-4 i ( //j/// j// // �� O TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 /// / U / ///// //// //� \—I 1'-0"PL HT � DEFLECTION OF THE LESSER OF L/360 OR .75°. I q( I .// /// /// // OVERLA TRUSSES - O 1 7 LL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO / // // //// / I Ibil F VENTED VINYL 5OFFlT ( I /// %/ //� I OH. Z m ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I i' � INT.BEARI 6 ( // lc>� TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL i TRAY GEIL. //// / // // /, 1 I I 1 WALL BEL W N / // ❑ INCLUDE THE FOLLOWING INFORMATION: -� I ///j/ j// �I ( I I // // // / 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. / /j; III �f I I w 2. LOCATION OF ALL JOINTS. OH. I I ' c / / / /. / HED ARE INDIGATE5 C>� 3. REQUIRED BEARING WIDTHS. I ( I I ! j j//j/ j j j/J TION OF FIRE RATED L J =JJ LEADER TO DRYWELL TYI9 - 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I / / INT.BEARING 4.2. TOP CHORD DEAD LOAD. ' I I I / // j/ /%/// � d WALL SHEATHING, WALL BELOW FLUSH ROOFS 4.3. BOTTOM CHORD LIVE LOAD. //j//j/ ///j 0 FROM CENTER E 12 4.4. BOTTOM CHORD DEAD LOAD. I I I — — j//j/ / j/� L -EACH SIDE -I- - q 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLU5H OOFS I— -1 // /� / ////� II O CARRY 2-HOUR FIREWALL/%/.// // / I I — JL — APPLICATION. I TO THE UNDERSIDE OF THE //./ // I I F F- 4.6. CONTROLLING WIND LOADS. , �, HIGHEST ROOF SFiT6. / /////j//j I - I I a w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR !x ////// ////j/// �1 NOTE "R" I II'-0" PL HT. U DETAIL DESIGN VALUES FOR CONDITIONS OF USE. III - — — j// / II I I + 12" HEEL HT. p 6. EACH REACTION FORCE AND DIRECTION. I — .///% // S IL__ JI I I ( m 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, S � /// / / � N I _ L I(-� ��I I 12 NOT TO' SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I — I — — S �/ /// / // - - - �- ( III 4 I OB2 -4 OF EACH JOINT CONNECTOR EXCEPT WHERE *- — — -o '/ %//// /f - - I I L q II r� / // / -�J I IL _ J I I SYMMETRICALLY J _I I I I lx II LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 RIDGES TO I - ALIGN FASCIAS r NOTE, GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTE `R" ALaN- I I FASTEN. HEN= A PLATES. ( � / RIDGE W/VENT - - FASTENERS® EACH � � — END of STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH 12 / / / . ,y/j/ �,I// I- I I (( -L- J II 11'-0" PL HT. Q MEMBER. q(— I (� + 12" HEEL HT. I- 9. CONNECTION REQUIREMENTS FOR TRUSS TO I I / j / - I I I I � ( ) o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD 11'-0" PL HT. 1 i / � / - - J - �./ SPLICES. I / �-/ Ty - -U- - Z 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS I /j//j// //�'I// 1 AL16N RIDGES MEMBERS. /� /////// /j/ ./ 1TRU55 �y \4 ' ( 5'-b`° o \\ L / /// / / / RIDGE W/VENT _ I ��jOH. p0 r,�50p1 sr�.ly 12. REQUIRED PERMANENT TRUSS MEMBER BRACING 1_o / // / /, n r\ - a ° _TE nb LOCATIONS. OR (3)'2X6 P05T , -� jj//%// , /� I I I ( '- _ I - — 0 0 012 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I- ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND -�V/ / ji I I 1 II - "� cc-jl - -- - i S PWN5TRONfrTIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD -1 /%//// / / J L`i' - - -__ - _ I _ ROOF TRUSS GIRDER rrrs srnn�It+e; TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS -� 14-I0d DESIGN DRAWINGS SHALL 9E PREPARED AND STAMPED BY ' (roTAt) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NL ►- _ — -� 1// j//j/// I - _ _ - - E - - - - - _ I oH. NEW YORK. i I r — — — — — — 7��� /// ///�I I I I r I`\ ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS / / r r USE IN COMBINATION ONLY DETAIL 2 OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND ( — -L // // // // N I I �� o N N N M Nui RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. // * 1 1 _ - 12— i — 12 // // // /I I I I I � - - - - WHEN 5TUD5 AND�RAFTERS TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH �j -� +/- II / / - - - - I -1 + ///j/// ////j//- I IIII IIII II THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I I I 11-0 PL HT. DO NOT ALIGN NOT TO SCALE �' - - � / II "WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.P05T „B2 -4 + 12 HER HT. ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH SIMPSON I ,// / / j/ / 1 I I1 11 * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/b _ L__Ro _ I- — /j j/% r/ i I I I I I-_ -_- J t_ I II I ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. P05T GAP — //// / / I I I I r _ , ( II ANCHOR d - �C - / / / I I I z z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND rn a g 51MP50N // / ' I I ' ' I 1 METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR // j/ // / No 'R NO R rl vi z a ABUbb POST I // / / / I I z SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN _ 11-01, L /// /// /// / ' I Ll II / / // I I1 z zzozz �' N � / / BASE(TYP v0-i v0-i v0-i j c0-n c0-n a a cn DESIGNED AND INSTALLED TO PREVENT ROTATION AND I I I / / / / I I 5 ALL COLUMNS) OR /// / OH. 8" I — — — — — �'� III Cu Cu w G� Cu •- N PROVIDE LATERAL STABILITY IN ACCORDANCE WITH % // i �I I - ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA /// /// ////,8 ( b" 51DEWALL ABOVE I I I /.// // // , I 1 1 I ( 7)) (7)) 1 i BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE II'-0O" PL HT. J /////%/ //// 12 12 O"' 12 12 1 I I o LOWER ROOF TO GOOD PRACTICE FOR HANDLING, INSTALLING & i//j j//j �j//j/ / 12��I I 112 X12 I I - v�i� _ _1- - - BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. — — — — I �Q '// /// /// // I I I I I 1 �f v -1 _ o * `�' NI GSS // / I PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS � �., _L 2 HR FIREWAI L BELOW ROOF - OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ,�Q" _ tib I III �� rT- NOTE: INTER5EGTINC ROOFS I I ON TRUSS DRAWINGS. o . .`� / j/ // // ; 3'-8" I 5'-0" 13'-S" I I 1 WEAVE ROOF SHINGLES AT I I 1 I I CARRY TO UNDERSIDE OF * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, B - �� R I 20'-3"HIP PL Hr // /j/ / // I 'R' II INTERSECTION OVER ICE SHIELD �I I I THI1GP EST ROOF SHEATHING - DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY B2-5 I -0 PL HT. I 0 = __- -_ �- _ __ -- _ ___ __ - - i n I - - T //// /// / I I 11 d MEMBRANE GARRY MEMBRANE MIN. 24 / /// I I W OUT IN ALL DIRECTIONS OF I I I WITHOUT THE APPROVAL OF A REGISTERED DESIGN oH. I I I /// � ///j/ ��- ��- I I I' I I 0 I I I N PROFESSIONAL. I ;fl = i/ j// �i///// / -N -�y I I I a INTERSECTION I 1 * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS L- o 4 '//////j/ /////.. - - I- 1 O m I I I Z AND METHODS OF ERECTING THE TRUSSES. THE /// /// / ./ // , Q , F 1 w 10-0 HIP WIDTH /. / // / Z I W Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I //// / / ///j; m I I > 0 w W 4 I I I BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 8'-q" PL HT ANDERSEN 2446 DH //// // 'Lim - - - - - - - - - - - J I I w w W I INSTILLATION OF THE TRUSSES. I 12 12 �+ Ul(L I 1 ABOVE FLOOR 110.53 NI �IOS3 I IN GABLE END WL !//// // / /// / ROOF I 3� I Z L- //// / //// GIRDERS UNDER N I I ROOF TRU55 I RO: 2-4'X 4'-b" — ' / - F I I , m — - - - - - / / / / i 1 + � n w 4 �Q � �j / // / DORMER WALLS I � O 101 HEFT HT. p 51MP50N HGP HIP HIP RAFTER, OH. �'A Q j/�//� / 10'-0" PL HT. I I 1 I ❑ O I I I SEE PLAN v� ' // / + 12" HEEL HT. ALIGN i 1 I T CORNER TIE I » NO R' S ( FASCIAS n 1 n F-17-7112 12 51DEWAH ABOVE LOWER '4� II'-0"PL HT. OR o I I of�q III �' 1� FOR FL15H ROOFS A 10-0 PL HT. 1 m ROOF ° 0 11'-0" PL HT. 10.53 10.53 q-0 FRONT GARA6E I I z } � — — B-5 + 12 HEFT HT. ° WALL PL HT.ABOVE I 1 o 6n — 6" o= L - - - - - - - - — -I OH , o FIRST FLOOR - - __- - - - - - __- — o a co �� oQ= W E^EDq� M55 RIDGE W/VENT I p �liG SV'o6 R7- �_ C� W _ UNIT 43 ( 15 ' PORCH) ROOF WEAtiTE DETAIL ExTE Io �" �-�- 4 UNIT 44 1 2 U PER UL# 3b3 BUILT OVER ANOTHER _ A SEE DETAIL I/-H 2 O o2 810 TOP PLATE HIP MODEL B-2 (MAGNOLIA) B2_5 MODEL B- 1 (INKBERRY) ❑ '�NEw14 DETAIL NOT TO SCALE B2 -4 CONNECTION 2 -4 OB NUMBER GUTTERS $ LEADERS INSTALL ICE AND NOTE R: w 2016023 ALL GUTTERS LEADERS SHALL BE BAKED WHITE ALUMINUM .032" NOTED: UNIT 4 3 UNIT 44 DUET CLUSTER Q MIN. GAUGE GUTTERS SHALL BE 5" SEAMLESS 0.6. STYLE W/ ALL WATER SHIELD PER NOTE 5: PRE-ENGINEERED ROOF � SHEET NUMBER PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5GI55OR TRU55E5 W/ 12" MIN. HEEL ROOF PLAN RELATED d REQUIRED AGGE55ORIE5. LEADERS SHALL BE MIN. MANUFACTURE'S ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 @ 24" D.G. HE16HT5 (U.O.N.) ® 24" O.G. a �: :: :: SPECIFICATIONS TO DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4"=1'-0" (MODEL B- 1 15 ) (MODEL B- 2 ) ROOF PLAN Z 2 x3 , .027 GAUGE W/ CLIPS ANCHORS. CAULK SEAL ALL MAINTAIN PRODUCT DE516NED BY TRU55 ENGINEERO ,101NT5. PITCH 6UTTER5 MIN. 1/S"/FT. PROVIDE P.V.G. R.EGEPTORSR�N�,r ENGINEER cn JL...P2 � 4 8" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). w p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I �� � 4®o ���� 2020 NYSB No. SECTION 1066-EXCEPTION 4: 48" MIN 48" MIN 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE OPTION#2 5EGURE ROOF 5HEATHIN6 TO G-RUNNER TRACK Z rW, AT UNDER51DE ROOF SHEATHING IF FIRE RETARDANT T'REAT'ED 2020 NY5BG SECTION 2'G-RUNNER TRAGK2'-CAULK FOR W WALL RATING - 2 HR. SHEATHING 15 INSTALLED FOR A 015TMOE OF 4'-0'ON BOTH 51DE5 7066-EXCEPTION 4: SMOKE TIGHT JOINT OVER OPTION#I 2 o OF 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY 2 HOUR FIRE RATED RE515TANGE D 8 FINISH RATING - 120 MIN. WALL A55EMBLY MAY TERMINATE AT METAL EDGE FLA5HIN6OPTION#2 O �> > STC RATING - 61< (SEE ITEM `) 48 41bTHE UNDER51DE OF ROOF NON-RATED V SHEATHING PROVIDED THE ROOF 15 5EGURE WALL 5HEATHIN6 TO 16 u 2 PROTECTED WITH 5/8"TYPE 'XII GRUNNER TRACK TYPICAL ROOFING ZO ^^ tt ; 2 6YP5UM BOARD DIRECTLY BENEATH ROOF TRU55 W L o �_ XK Exx ;EX THE UNDER51DE OF Roof SHEATHING V � U >N 2 AND 15 SUPPORTED BY 2 LED6ER5 RAKE BOARD-T'YP ATTACHED TO THE 51DE5 OF ROOF _ _ _ _ o rpt,. I # FRAMING FOR A MINIMUM OF ___-- --- rn 4:,: Z- � , 2 H STUD TRACK A r'-'`� OPTI N 2 ---- -- (n J CAU_K OVERSMOKE TI H OF 2 HOUR FIRE RATED RE515TANGE O 015TANCE OF 4'-0'ON 130TH TYPICAL SIDING Tx ---- - --Tx Z U m•� �, ...,. .. >.. ' ... ................................... ROOF SSE3® 24"O.G. WALL A55EMBLY.ALLOW NO HIDDEN METAL FLASHING. �`( w 2 ch ............ ..................... .. .r.. .,.. . _..... .... ;, %i T/U��DS��C�O�NTINUED TO IDE 12'VERTICALLY aE 12"HORIZONTALL Ian "' cin -.-,--: ----r.....r .w.w„»„»a.w...__.waw, ,w»w»waa,»,#»,a..WYM+.a...in....__.�s....w.c. ._T.—_-.._.. ..4.r_b»...... a.v,N.1,•„V'V..gy,•..YI,• ,/I SHEATHING OPENINGS IN ROOF WITHIN 4'-O'OF 2 Y U = ZM .. m.._I ..._.. _,....... ...- _... w._.. --�. ._ . ...�_. HOUR FIRE RATED RE515TANGE WALL ❑ V M ao j.: .l,`.,.� .....L r4c�a .,,`.....: ,. ._.....«. ... ..,cra •...»..,. .. =n,� c, . . iL MINIMUM 2x4 LEDGERS W/ Al 5PAGE EA. 51D OPT.#2(TYP� cv y ty` A55EMB Y EACH 51DE M MUM L M GLA%B ROOF 5HIN6LE TO BE ”4 _ INSTALLED Z 2'x2"x2 'LONG _ : ...._... :.? �. 2M _ ter, .>1f a.�J'� 4k,. U56�' ' Xxmw� WNW� x A63 KA ALUMINUM NED PLYWOOD 5HT6 `�' BREAKAWAY CLIPS SPACEGYP. BD. OR MINERAL IF LOWER ROOF 15 SEGURE ROOF WOOL FIRE BLOGKI ROOFING HIGHER ROOF 5FEATHIN6 TO TRU9. j J 3 1/2" �R-13� j5ATT ASW CLIPS OR .063 USCF _- D63 U56 ALUMINUM z L.C1ti1 � tRCl, 1�/ � A --------- w: i�{ 1.i)1 ?�'� }: Eltt ?��AREA ALUM ANGLE CLIPS x� �`x xT----------- BREAKAWAY GLIP5 O _ _.............__.. .._.._.. �„ AIR 5PAGE DOUBLE H-STUD TRACK J I”AIR 5PAGE L J L I”AIR 5PAGE v -�• ,--� +" . r4, 1 s"`t SGREWEO BACK TO BACK d'-.< ,' `•, k (2)PIECES 6.P.T K I'FIREGUARD TYPE X 5HAFTLINER, TER PROOF - 1/2"GYP.BD 0 DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND FIN15H ON BOTH was w �.ww --A �.. w ' -- `./ '�wwwwwww.k.�.,.,-' � .www ---- -__ --- - .:- .-: BACK TO BACK CEILING W/GYP.BOARD OR MINERAL BOARDS W/FIBER6 F Z rr•w I:. .. ._....... .•r4•_ 1. I 51DE5 AND EDGES - O tom: _ ,i {• � '�.` � WOOL FIRE BLOCKING V 1" AIR 5PAGE _ ..............................._,..........._.. ...,. ._.._._._..._ ........._ ........ ..-i-...._.. ............ -i---._._ ......... - " 2" H-STUD fRAGK tL ..... (._...::..,.........................._N_w.. :� _. ........_,:.,. _ • -.......... ..Y........_,..-._.. .:::: , (2) PIECES G.P. TOUCHROGK I Ln -- - -..-.. :3 - •. FIREGUARD TYPE "X" SHAFTLINER, ~ M �,:: i 1 _ _�---�'-» t WATER PROOF BOARDS W/ Z 2x4 P.T. 51LL PLATE Qji TFIBERGLA55 FIN15H ON BOTH 51DE5 ❑ V J ......... . ..mil. ..__ ..�a...wi«._____.._....L~., .. .....,,.M.. F .,.:.'\. %i......... ._....L.w.1++.L ..:.•:............ AND EVC f=1R5T FLOOR ; _ __.......... wf . ..w,.. ..__..._. ,..... _, .....«._...._ .;t 'F AIRS ISA .`. '�;� . {J.r ''.!1! 3/4* TdG 056 5UBFLOOR- 6LUED +t . <:..•. OPTION I '' .•�' f SCREWED - RUN ` RIM J015T PER FLR J015T MANUR GONTINUOU5 BETWEEN 2020 NY5505EGTION 106b-EXGEPTION 4: F- J015T5 PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ F T 2 HOUR FIRE RATED RE515TANGE WALL A55EM13LY MAY CONFIGURATION PLATES AT EXTERIOR GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT MDER5IDE ROOF 5HEATHIN6 IF FIRE RETARDANT Z = HALL y; a (2) 2x4 P.T.SILL PLATE BLOCKING .063 L66 BREAKAWAY CLIPS BOTH DES OF 2INUM TREATED 1NHOUR FIRE RATED RE515T6 15 IN5TALLE0 FOR A ANGE WAE1°IFAS-°SEMBLY O w �; i (}SI.t)Tt. I`�itk: -R43 ! �.f FE�..RI }r - r r�' .7•+ 1^l (R-13)CL05ED CELL 5PRAY FOAM INSUL ;,a; 1., "� ANCHOR BOLTS (14" LONG+ AIR 4y(?r"t(:$? ••j ;�'" rii SI'1AE..,...'>,.,. }�--� i-' v- - A[EiP.'tC: : ALONG INSIDE FADE OF END.WALLS FULL HT ;;, a' HOOK,8" MIN EMBEDMENT) OR OPTION#2 W I 2020 NY58G SECTION 1066-EXCEPTION 4: OR DRAPED BLANKET INSULATI°N =° t,x N 3" "XY" 2 HR FIRE RESISTANCE - '� - 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT f' �. r�1= j;•,;:;,��ii ;7�j, r t d W�ASPL 24 0/ . . v THE UNDERSIDE OF ROOF NON RATED SHEATHING PROVIDED THE ROOF m (� ,+� ,,,:•,; z I'r! d,l t (1)#4 HORIZ.REBAR . e a 15 PROTECTED WITH 5/8 TYPE X GYPSUM BOARD DIRECTLY BENEATH [�] �'1 tit`:,'•`` `tr/:`�' _J f THE UNDER51DE OF ROOF 5HEATHI%AND 15 5UPPORTED BY 2' ❑ ^ (1)#4 HORIZ.REBAR® MID � BASEMEUT RATED WALL ASSEMBLY DETAIL 4 ROOF FRAMING FOR A MINIMUM O HEIGHT OF WALL STORY ;`.' °' ;,I LEDGERS ATTACHED TO THE 51DE5 OF OF DISTANCE OF 4-0 ON BOTH 51DE5 OF 2 HOUR FIRE RATED Z ( i 717:�y '� .. ;r ; „1 I ti ,j,.3.K y 1 r" r''^ G FW2 RE515TANGE WALL A55EMBLY.ALLOW NO ' 1.�� ..�.Z ,� ti 4; ;t ;> I ;,--:•a&,�..,-• : N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS OPENINGS IN ROOF WITHIN ii "� '-�~ i 41-0"OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY EACH `_ 1 '~1 '`` �'' 12" FOUNDATION WALL ON 24'x12" TYPICAL BA5EMENT 5LAB U I 5IDE.MINIMUM CLASS B ROOF 5HIN6LE TO BE INSTALLED. _ t 4 P.G.%A3(MIN.2500 P51 P.G. FOOTING . . c i C,CING� i*,',,;�ti 1 1 Y :' t::.'_.'"y_,'t• .cl..,,..: '.;g `ti',ti��•�v 3 `^�.�, '' ° A06 MIL P)LYET}ELBE STG R�4TINCc VAPOR BARRIER OPTION#1 \ = +,'�'.! : ° ;rlt: E TAMP i FIL TO QSSK DENSITY fn /1 • , r r T "'!" ti ;, r,,;; U56 BROCHURE 5A100 (FIRE RE515TANT 2020 NY58G SECTION 1066-EXCEPTION 4: 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT U A55EMBL IE5) OPTION#2 f ! �•f..r ,..r o e . UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 5HEATHIN6 Z PAGE 22 (AREA SEPARATION WALL 1 2020 NYSBG SECTION 1066-EXCEPTION 4: W I5 IN5TALLED FOR A P15TANCE OF 4-0ON BOTH SIDES OF 2 HOUR 2 HOUR FIRE RATED RE515TANGE WALL 5Y5TEM5) FIRE RATED RE515TANGE WALL ASSEMBLY `L _,�.A.•�• ',�_ �,.!'. ��., mow.�,, >\.;.A.. , d ° ASSEMBLY MAY TERMVNATE AT THE ° 44 o TEST#UL DES 0347 UNDERSIDE OF ROOF NON-RATED U 48" 48" 5HEATHIN6 PROVIDED THE ROOF 15 O HORIZONTAL #4 e ° °: ACOU5TIGAL PERFORMANCE = 5TG bO PROTECTED WITH 5/8' TYPE "X"6YP5UM 0 a e TE5T#RAL-TL-55-350 BOARD DIRECTLY BENEATH THE BASED ON 2x4 FRAME WITH MIN. 3" _ UNDERSIDE OF ROOF SHEATHING AND 15 d MINERAL WOOL BATT AT EACH 51DE SUPPORTED BY 2"LEDGERS ATTACHED TO SEPARATION WALL: (Max Height - 66 ft) 5EGTION 1206.3 OF 2020 NY5BC-WALL5, THE SIDES OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE PARTITIONS AND FLOOR/GEILIN6 2' H STUD TRACK AN MINIMUM OF D15TANGE OF 4'-0'ON BOTH I. Floor, Intermediate or Top Wall -- 2 In. wide channel shaped with I in. long legs formed from No. 25 MSG gals steel, Secured with suitable ASSEMBLIES SEPARATING DWELLING CAU K FOR SMOKE TI H OPTION #2 51DE5 OF 2 HOUR FIRE RATED RE515TANGE fasteners spaced 24 in. OG, RATED WALL ASSEMBLY DETAIL I UNITS FROM EACH OTHER OR FROM JOINT OVER WALL ASSEMBLY.ALLOW I FIRE AIN ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 goly steel having "H" -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and PUBLIC OR 5ERVIGE AREA5 5HALL HAVE 2 TUD5 CONTINUED To 1DE ROOF 55B® 24"O.G. RE515TANGE WALL A55EMBLY EACH SIDE. r` flange width I-3/8 in. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 A 5TG OF 50 OR MORE. 5HEATHING MINIMUM CLA55 B ROOF 5HIN6LE To BE �_ 00 INSTALLED. Q N N N M h N Lq 5. 6yp5um Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 1" AI 5PAGE EA. 51D o N N 6 M" W into "H" -shaped studs. TEST#RAL-TL-88-3 50; STC = 60 G6G ING -- Type 5LX. TYPICAL FRAME Kb%LLS (2)PIEG6 G.P.TOUGHROGK I" UNITED STATE5 6YP5UM GO -- Type 5LX FIREGUAP,D TYPE "X" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARD5 W/ WOOL FIRE BLOGKI z Ito WINDOW FIBERC-LA55 FIN15H ON BOTH 51DE5 PROTECTED WALL: (Bearin or Nonbearing Wall) AND EDCES ASW CLIPS OR O(3 USCF 0 a g g ALUVI ANGLE CLIPS 2 0 Q F 2 2 Z W z z z o CO z N N a 2 HOUR FIRE RATED RE515TANGE AIR SPADE rn m � a co to g J ~ 4. Wood Studs -- Nom 2 by �I In. max spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 In. __ WALL ASSEMBLY SHOWN HATGFED DOUBLE H-STUD TRACK Z W 5 J a N 3 separation between wood framing and fire separation wall. SCREWED BACK TO BACK w • 4A. Steel Studs -- (A5 an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 2020W5EL1065HMZCWALCONIIM% DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND V (0.032q In., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gale steel or No. 20 M56 (0.033 in. thick) E"n"'O5HALL BE '"'�151�°M BACK TO BACK GEILIN6 W/GYP. BOARD OR MINERAL EXTiRIOR HALL TO EXTERIOR WALL o primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed 5teel LOU I' AIR 5PAGE WOOL FIRE E�LOGKING Structural Members by the American Iron and Steel Institute. All design details enhancing the structural Integrity of the wall assembly, including UNRATED 2" H-5TUD TRACK 5TG RATING the axial design load of the studs, Shall be, o5 specified by the steel stud designer and/or producer, and shall meet the requirements of all 2020 NYSBG SECTION 706.5 WINDOW (2) PIECES G.P.TOU6HROGK I" FIREGUARD TYPE "X" 5HAFTLINER, U56 BROCHURE 5AI00 (FIRE RialSTANT EXCEPTION #2 2x4 P.T. SILL PLATE H applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling WATER PRooF BOARDS W1 ASSEMBLIES) Z UNSPRINKLERED BUILDINGS: GARA6E PACE 22 (AREA SEPARATION WALL W tracks with 1/2 in. long Type 5-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBER6LA55 FIN15H ON BOTH 51DE5 5Y5TE-M5) AISI specifications. To and bottom tracks shall Consist of steel members min No. 20 M56 (0.032q In., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-0" oN 2020 NY5BC SECTION "1065 AND ED6E5 UNEXGAVAT�D TYPICAL n- p p TEST#UL DE5 U341 } EXGEPTION #3 0 w m No. 20 656 (0.036 in. thick) gals steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between BOTH 51DE5 OF 2 HOUR FIRE 6ARA6E 5LAB RATED RE515TANGE WALL BUILDIN65 EQUIPPED W/NFPA 13 OR *4'PL.5LAB(MIN.3500 PSI WC) W w steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling o55emblie5 with steel NFPA 13R 5PRINKLER: ° REINFORCED WITH6xb,10/IO W.W.M. AGOU5TIGAL PERFORMANCE = 5TG 60 > Q w ASSEMBLY AND OFF5ET WALL e dI I TAMP e FILL ro qs�DENSITY TEST#RAL-TL-88-350 W w di fasteners spaced not greater than 24 in. O.G. Studs cross-braced with Stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED 5HEATHING (I)#4 HORIZ.REBAR ° e SLOPE GARAGE SLAB Down 2" BASED ON 2x4 FRAME WITH MIN. 3" 0 o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. AT 2 HOUR FIRE RATED RE515TANGE TOWARDS 6 � MINERAL WOOL BATT AT EACH 51DE z 4B 5teel Studs -- As an alternate to Items 4 and 4A for use in Configuration B only, not shown) -- For Nonbearin Wall Ratin Channel 2 HR FIRE RESISTANCE ►^IAI-L ASSEMBLY END 8" WIDE x FULL 55 g y' g g HEIGHT OF 2 HOUR FIRE RATED a SECTION 1206.3 OF 20201NY5BG- WALLS, 54 4 shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 RE515TANCE WALL A55EMBLY d . �I PARTITION5 AND FLOOR/GEILIN6 W in. OG. 5tud5 to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be. channel shaped, fabricated from min 25 M56 A55EMBLIE5 5EPARATING'DWELLING UNITS corrosion- -protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and Ceiling with fasteners 24 in. OG RATED WALL ASSEMBLY DETAIL 2 FROM EACH OTHER OR FROM PUBLIC OR ❑ A 5ERVIGE AREAS 5HALL HAVE A 5TG OF 50 w max. 5tud5c ro55-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-SET EXTERIOR HA-L5 FL's ° OR MORE. _ area separation wall. Finish rating has not been evaluated for Steel 5tud5. (1)#4 HORIZ.REBAR 0 MID 4' ° 0 5. 6yp5um Board -- Glassified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to 2 HOUR FIRE RATED FEI6HT OF WALL STORY ° : a ' PROVIDED STG=60 TYPICAL FRAME WALL 2 H TANGS WALL ASSEMBLY (P ANCHOR BOLTS(14 m studs with 1-1/4 In. long steel drywall nails spaced 8 in. OG. Vertical joint5 located over studs. (Optional) Joints covered with paper tape and LON6+ 3" HOOK,V MIN Z w SHOWN HATCHED a EMBEDMENT) OR ADHESIVE Z a joint compound. Nail heads covered with joint compound. e . NOTE: UL #336 EXCEEDS CURRENT FIRE GORE (� o o ai 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-I/4 in. legs. Clips secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" ANCHORS W/3"X3"x ° 5TANDARD5 AND REDUGE5 SOUND TRANSFER U) WASHER PL ® 24" 0/G. ........ "H" studs and with Type, W screws 1-1/4 in. Ion to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS W / ER b.q�.......... yP g 9 9 P P 6A. Clipplacement (Item 6) For separation walls u to 23 ft high. 5 ace clips s a max of 10 ft OG vertically between wood framing and "H" AND DOORS p P p g p P y g studs. U 66. Clip placement (Item 6) hor separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. L� _ _ — ° _ `n 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item bA for upper 24 ft. Space clips 05 HORIZONTAL #4 U ° V> \ 3g described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically Q� between wood framing and "H" studs. 8" UNRATED 51DING (TVP) a ❑ F vv'JIO 1. Non-Bearing Wall Partition Intersection -- (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" MN. UNITS 43 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 nails spaced a max 16 2020 NYSBG SECTION 106.5 EXCEPTION #3 e B NUMBER in. OC. vertically. Intersection between partition wood studs to be flush with the 2 b 4 In. studs. The wall partition wood studs are to be BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13 5PRINKLER: 2020 NY50G SECTION 1065 EXCEPTION #2 2 HR FIRE RESISTANCE y p y p FIRE RETARDANT TREATED 5HEATHIN6 AT 2 HOUR FIRE RATED UN5PRINKLERED BUILDINGS: (MODEL B- 1 15) 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 RE515TANGE WALL A55EMBLY END b" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHING TO EXTEND 4'-0" partition intersection per stud cavity. Non-bearing wall partition stud depth shall be, at a minimum equal to the depth of the wall. 2 HR FIRE RESISTANCE ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 = SHEET NUMBER � WALL ASSEMBLY FW2 � 44 (MODEL a Bearing the UL Classification Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Z Last Updated on 2010-10-27 USG AREA SEPARATION WALL SYSTEM UL#U336; C9FWe 2 N.T.S. AT FLUSH CONDITION Fbd2 TEST#RAL-TL-88-350' STC = 60 B- 2) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED