The URL can be used to link to this page

Home My WebLink About44297-Z stl FF QI�C Town of Southold 4�9 oG 9/21/2020 a ti P.O.Box 1179 a 53095 Main Rd �yfjQ �ab�� Southold;New York 11971 i I CERTIFICATE OF OCCUPANCY No: 41458 Date: 9/21/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 20 Harvest Pointe Ln Unit 88, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-56 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/4/2019 pursuant to which Building Permit No. 44297 dated 10/16/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit 88) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0142 5/11/2020 ELECTRICAL CERTIFICATE NO. 44297 9/16/2020 PLUMBERS CERTIFICATION DATED 9/11/2020 Nff6lkTNmbing Co Inc. U 'o orize S* ature 17� o�SUFFOI�co TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 44297 Date: 10/16/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per Planning & SCHD approvals. (Unit #88, A model) At premises located at: 20 Harvest Pointe Ln Unit 88, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-56 Pursuant to application dated 10/4/2019 and approved by the Building Inspector. To expire on 4/16/2021. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,071.60 Total: $2,121.60 Building Inspector a Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN]HALL 165-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from'Health Dept. of water supply and sewerage-disposal(S-9 form). 3. ,Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site,plan requirements. ;B. For existing buildings(prior to April 9, 1957)non conforming uses,or buildings and "pre-existing"land uses: J. Accurate survey of property showing all property"lines,streets, building and unusual natural or,topographic features. 2. .A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing'to the applicant. C. Fees I- Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses,$50.00. 2. Certificate of Occupancy on Are-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. (� "New Construction: ll/Old or Pre-existing Building: (check one Location of Property: House No. Street Hamlet Owner or Owners of Property: L�M O W- �,�/,� ® t' Suffolk County Tax Map No 1000, Section �� . 'Block Lot (K'AS bdivision . bo Filed Map. 7 Lot: Permit Nd' bate of Permit. Applicant: 1�f/ Health Dept. Approval: eQ -- - f _ Underwriters Approval: Planning Board Approval: `Request for: Temporary Certificate Final Certificate: 1) ck one) Fee Submitted:$ r r � pplica ign Lie i CONSENT TO INSPECTION the undersigned, do(es)h ,Owner Names) hereby state: That the undersigned is)(are the owners of t e prem•ses i e T w of Southold,located at-U t �+ which is 1hown,and designated on the Suffolk County Tax Map as istric Section DiZ,o Block Lot - t 1000, That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town BuildtV Inspe tor's Office for the f llowin That the undersigned do(es)hereby give consent to the Building Inspectors of the 'Town of Southold to enter upon the above described property, buildings located thereon,to conduct such'inspections as including any and all they may deem necessary respect to the aforesaid application, including inspections to determine that said withemises 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 o regulations of the Town of Southold. Dated: /O t (Signature) (Print Name) ®��oF sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® a� sean.devlin(&-town.southold.ny.us COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 20 Harvest Pointe Ln Unit 88 city.Cutchogue st: NY zip: 11935 Building Permit#: 44297 Section: Block: Lot, 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 X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 78 Ceiling Fixtures 23 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 50 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 14' Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 1 Switches 42 4'LED Exit Fixtures Pump Other Equipment: Fridge, DW, W/D, Sespool Disconnect, Hood/ Micro Notes House w/ Garage Inspector Signature: t�� Date: September 16, 2020 S.Devlin-Cert Electrical Compliance Form.xls S 0 Town Hall Annex 'Telephone(631)765-1802 Fax(631)765-9502 54375 Main Road 00- 'P.O.Box 1179 Southold,NY 11971-0959 cou BUILDING DEPARTMENT TOWN OF SOUTHOLD P 2020 CERTIFICATION E Date: Building Permit No. q Owner: , tvyit)L :(Please print) Plumber- CoAW ase print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Pl . bers Signature) Sworn to before me this 41�) 1-\ � day of 21*0— ANNA FIORITA Notary Public,State of New York Reg.No.01 F16368364 Qualified in Suffolk County Commission Expiresa---a!: a -1- Notary Public, , JD A-- County Liqw� hO�aOF SO(/T�o� # } TOWN OF SOUTHOLD BUILDING DEPT. �o • ao 765-1802 y I NSPE"CTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]" INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ` ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [- ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: n t cv1 DATE �( INSPECTOR rt Wf SOUIyo # # TOWN OF. SOUTHOLD BUILDING DEPT.- 765-1802 -INSPECTION [ ] F NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-1 CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: pm /I / Ow 6*�L(f 1 DATE Z INSPECTOR l Of SIlk— TOWN UI `I•` . /TOWN OF SOUTHOLD BUILDING DEPT. = = 765-1802 _ INSPECT ON [ ] -FOUNDATION 1ST [ ROUGH PLBG. " [ UNDATION:2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]- FIRE RESISTANT CONSTRUCTION - [ -] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) f ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE /O REMARKS: II JJ (D f sv►r-� s DATE c3 �� INSPECTOR g SOUly06 L4 Lf 2-17 lJu W S� 1201,fA.�_ * # TOWN OF SOUTHOLD BUILDING DEPT. Ug 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [' ] '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: . ga b Lie �a V 0,A r w A a&rl% 10jo%A_ 0�1 —- a ��<'PoA� w at 4v6 DATE 2 INSPECTOR O ni� J.4V-- of soul,� # # TOWN OF SOUTHOLD BUILDING -DEPT-. 765-1802 : INSPECTION [ ] FOUNDATION 1 ST [ ] UGH PL-BG: [ ] 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: wv � S wl MAC DATE ll INSPECTOR l OF 50UTgo<o # # TO N OF SOUTHOLD BUILDING DEPT. `yc0urm N�' 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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/O254rr ®rjc REMARKS: � 1A al'oxc�r To 6L-V ®A 4,10J-6197- DATE 1 DATE INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 IsLANDw NY 11749 WWW.GRCHARCHITECTURE.COM (631)884-3395 December 06, 2019 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 No. 88 Permit No. 44297 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. Respectfull ubmitted, ED Ape, ROBERT CyF 4t G n erveny,AIA, LEED AP Pr ipal O� ��yO V"\/fl D TM�> � SEP 1 5 2020 py EA I �Atj�D �--' Home Energy Rating Certificate 'l jc, u-Diu `� << �� SFr) Property HERS -o < A Laurel Unit 88 Rating Type: Confirmed Certified Energy Rater: Michael CarusoLn k Harvest Pointe Rating Date: 2020-09-10 Rating Number: MC341 1 20 Harvest Pointe Ln Registry ID: 198459717i ) Cutchogue, NY 11935 Estimated Ane Energy s Use OMMBtu Percent HERS Index: 51 Efficient Home Comparison: 49% Better Heating 57.2 �=) 46% General Information Cooling 1.1 $37 1% Conditioned Area 3674 sq. ft. House Type Single-family detached Hot Water 9.6--------$1,69--------6% Conditioned Volume 38531 cubic ft. Foundation Conditioned basement Lights/Appliances 23.6 $1204 45% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 91.5 $2661 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. F77777Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 75 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-39.0 Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infil ration Rate Htg: 1566 Clg: 1566 CFM50 Foundation Walls R-13.0 Method Blower oor 1566 CFM x 60 Min/Hr/ 38531 Ft"3 2.4 ACH 50Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Naural ga Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Nat ral gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 631-252-1063 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: Com. REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. R I F� / Energy Testing Services SEP 1 5 ?Q?Qi 2 20 Combustion Safety Testing Form I Certified Home Addrgss 20.Haf,46'r,+'ointe 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: 2020-09-11 Outdoors Temp During Test: 75 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No Net Change: N/A pa. If Yes,Total CFM Simulated (explam in notes) NOTES: .. Primary: Yes❑✓ No❑ Type: Furnace a Boiler❑Heat Pumper Other❑ z.3 .;r:;.-•,_Y�, - ^.,�. .:?t: - .5!,. _�'..,r<" v',ai"rc�^-'.^a'=.a�4'uau'.- "s'k;'1'.:;4;:•;"erri;'1�.' � ;��e'%; `� ; i°K'<E .,,� Rating•95.0 NOP❑O'DE❑ N❑N❑MD S_E N/A Pa. Pass 0 Fail❑ wPassOFail❑ N/APPM NSA PPM lµ y 75.0 Yes ❑✓ Tie: Standard Tank Indirect❑ Tankless ❑ Size: Style Common Vent ti atter ea w Prima n ❑ -0 ) (Gallons) a Stand Alone ❑✓ No Instantaneous Commercial See Note S below Gallons "1^'^" h'-' - - _ - - .+]`� - ,�y� -'u�c•-';J".e- ..r.��t.,-n .u:-_� _%i,.>.�';ss n4=ffi:':.@ Yru+ --_ ':P"-x'^-'r"- i,x 5: ` ,.,s 6-Yentin'�'''"e-�-�::'.�,�..,: ,�brii t•-r �'lla�a'�e, .w,4 �"villaQe'.�'Taturat= .�-.CO 1J JN'�r P.n� "r - =Fa�'?�NPilrl/�yQitu"c'• - e9:i:' e1t..m, _ _ r_c�%-. - '�i R"°is• 3mr•••av� ➢[.,�:�-. - -�.N-, �'rct'l - :�:a`scal= tt�. ox e•Case�' ='*-,� V.�.:�. ��.,- ors'e=Ease-� ;�-,, a' ral. EF: 0,69 N❑✓ P❑O❑E�'. N❑M Q S❑ /A Pa. Pass❑✓Fail❑ Pass❑✓Fail.❑ N/APPM N/A PPM x �e e Oven is Electric or No Oven Exists Oven Range hood Vented to Outside Yes E]No Q Oven CO 4 PPM Ambient CO(During Oven CO Testing) 0 PPM 1 Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 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 Caruso // Rater Number: 7960376 Rater Signature: l� Date: 2020-09-11 GRCiH ARCHITECTURE PC 3750 EXPRESS )DRIVE SOUTH SUITE 202 ISLANDIA. NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 December 06,' 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 88- Permit#44297 Dear Inspector Verity: Please be 'advised that the basements of the above referenced units constructed on site meet the "requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Re submitted, ED ARC �\5 e.�BERT CyF y�j� CA GI herveny, AIA, LEED AP P cipal '9 0238A OQ` T�OF NE�y ® D `` [E-, S E P i 5 2020 IT r ? COLD GRCH ARCHITECTURE PC tfL� ryl .=� -.:�", `ems~ "_ - �.�._ ; .`_.:'., �- , v-. �frM1" 'e.:a ;3PY w�4',`- ,` v°q 3750 EXPREss DRIVE SOUTH SUITE 202 1��., IsI.ANpIa. NY 1179 WWW.GRCHARCHITECTURE.COM (631)864-3395 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 R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450, Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than SO in accordance with ASTM espectfu�ly submi ed, r r ERSO ARC 1 (, >o--�7 y"�v/" �cJ� Q8ER1 Cly Glen Cherve y IA, LE Principal SEP 1 5 220 023810 �0 { I I pMffCHANICAI CORPORATION HEATING AND AIR CONDITIONING I " I 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 llthe residcalculations. ofuits at the above referenced project have been included in our Manual Best regards, Louis DeSantis President Fg gg S E P 1 5 2020 Bunmur-TG' "'% Manual S Compliance Report Job: + - wrightsoft� Date: Dec 17th 2019 Entire House By: Energy Testing Services... Plan: Model A(Laurel) Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 i Prqject Information For: 20 Harvest Pointe Lane Cutchogue, NY 11935 Cooling • • Design Conditions Outdoor design DB: 83.0°F Sensible gain: 26311 Btuh Entering coil DB: 76.5°F Outdoor design WB: 71.0°F Latent gain: 3492 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 29803 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 96%of load Latent capacity: 10800 Btuh 309%of load Total capacity: 36000 Btuh 121%of load SHR: 70% Heating • e Design Conditions Outdoor design DB: 10.0°F Heat loss: 50540 Btuh Entering coil DB: 63.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 948 cfm _ Output aqa Ity: u 520 0--",Btuh 103%of load Temp. rise: 50 °F r""1 e y r D) S E P 1 5 2020 Meets all regUirements of ACCA Manual S. 4*wrig Z— Y sof o 2019-Deo-1712 20 40 n�r,,,,u w xw.real RightSwte®Universal 2018 18 0 32 RSU20066 Page 1 ACCA .or Model A MAN JSD\Rimor Model A MAN JSD JA rup Calc=MJ8 Front Door faces W Form Form 1 Residential PlansReview RPER 1 ACCK® • • (Loads, 15 Mar 09 Al'CWEmigCadalasdam 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 E] No Building plan A Manual D Friction Rate Worksheet: Yes El No M Duct distribution sketch: Yes El No n Home address(Street or Lot#,Block,Subdlvlsion):20 Harvest Pointe Lane Cutchogue,NY 11935 Model A(Laurel), Entire House HVAC • .D CALCULATION40 Design Conditions Buildinq 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: 50540 Btuh Number of bedrooms: 2 Conditioned floor area: 3789 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature. 75 °F Windows Root Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain 29898 Btuh Internal shade. blinds Blinds,drapes,etc Eave Latent heat gain: 3969 Btuh 13, h Window Total heat gain: 33867 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Coolinq Equipment Data Blower Data Equipment type, Gas furnace ETilEment type: SplitAC Heating cfm: 948 Furnace,Heat pump,Boller,etc. Ir onddioner,Heat pump,etc. Cooling cfm: 1200 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design alrflow, Heating output capacity: 52000 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 DISTRIBUTIONHVAC DUCT •1 Design airflow: 1200 cfm Longest supply duct: 419 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct. 206 ft Trunk duct- Sheet metal Total device pressure losses- -0,6 in H2O Total effective length(TEL): 825 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.002 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) declare the loadcalculation,,equ[pment,equipment selectionand duct design Were rigorouslyperformed based on building plan listed above. I understand the claims made on these forms will be subject to review and verification, Contractor's printed name: Contractor's signature: Date: havingReserved fo r County,Town Municipality orAuthority jurisdiction 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wrigt11 sOfit' Ri ht-Suite®Universal 2018 18.0 32 RSU20066 9 Load Short Form Job: V1Iri htsoft° Date: Dec 17th 2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: ModelA(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 -Project0 • For: 20 Harvest Pointe Lane Cutchogue, NY 11935 Design Information Htg Cig Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1471 cfm Daily 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 Coil AHRI ref Efficiency 92 AFUE Efficiency 12.8 EER, 16 SEER Heating input 56522 Btuh Sensible cooling 25200 Btuh Heating output 52000 Btuh Latent cooling 10800 Btuh Temperature rise 50 °F Total cooling 36000 Btuh Actual air flow 948 cfm Actual air flow 1200 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Den 189 3444 2747 70 128 Kitchen 254 2199 2143 45 100 Dinning 76 2440 1423 50 66 Living Room 293 5535 2707 112 126 Foyer 173 3863 1365 78 64 Master Bed 299 3057 1883 62 88 Master Bath 109 2361 1025 48 48 WIC 77 975 129 20 6 Mud Room 47 861 636 17 30 Bath 1 39 396 84 8 4 Stair 1 62 0 0 0 0 Hall 73 0 0 0 0 Bed 2 147 8074 8926 164 415 Bath 2 47 4173 1888 85 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r1�W r,i9htsoft„ 2019-Dec-1712.20:40 A.....IOnMM1mIwM.ry4nnp.q Right-Suite®Universal 2018 18 0.32 RSU20066 Page 1 XCA or Model A MAN JSD\Rimor Model A MAN JSD JA.rup Calc=MJB Front Door faces. W ` Loft 227 0 0 0 0 Basement 1679 9318 824 189 38 Entire House 3789 46696 25780 948 1200 Other equip loads 3844 530 Equip. @ 0.88 RSM 23153 Latent cooling 3492 TOTALS 3789 50540 26646 948 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Dec-17 12,20:40 wrightsoft, Rr ht-Suite®Universal 2018 18.0 32 RSU20066 �� aannvrMaimnan...ru�� 9 Page 2 ACM...or Model A MAN JSD%Rimor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces. W - - wrightsofts Project Summary Date: Dec 17th 2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) ' 1648-A Locust Ave,Bohemia,NY 11716 Project Information For: 20 Harvest Pointe Lane Cutchogue, NY 11935 Notes: Design Informat[on Weather: Suffolk Co.AD, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 43796 Btuh Structure 22309 Btuh Ducts 2900 Btuh Ducts 3471 Btuh Central vent(60 cfm) 3844 Btuh Central vent(60 cfm) 530 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 50540 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 23153 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3( artial)/2 Pressure/AVF 50 Pa 1471 cfm Structure 2016 Btuh Ducts 233 Btuh Central vent(60 cfm) 1244 Btuh Heating Cooling Outside air Area(ft2) 3789 3789 Equipment latent load 3492 Btuh Volume(ft3) 29415 29415 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 26646 Btuh Equiv.AVF(cfm) 155 69 Req.total capacity at 0.70 SHR 2.8 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 12.8 EER, 16 SEER Heating input 56522 Btuh Sensible cooling 25200 Btuh Heating output 52000 Btuh Latent cooling 10800 Btuh Temperature rise 50 °F Total cooling 36000 Btuh Actual air flow 948 cfm Actual air flow 1200 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2019-Dec-171220.40 .w.., .� �, RlghtSuite®Universal 2018 18 0 32 RSU20066 Page 1 ACCP.. or Model A MAN JSD\Rimor Model A MAN JSD JA rup Calc=MJ8 Front Door faces: W i N I Second Floor Sup Riser Ret Poser 26x16 22" 22" 04 cfm 26 16 Loft 105 cfm Bath 249 cfm 14" 10 x 16 Bed 2 14" 249 cfm Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 20 Harvest Pointe Lane Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2019-Dec-17 12:20.40 ...JSD\Rimor Model MAN JSD JA.... N I Main Floor 105 cf Dinning 79 dm �Master Bath 151 dm 58 cfm Master Bed Broan Exhaust Fan Model L150 Living Room Mchen 60cfm Energy Sup Riser Ret Riser Star Continuous 26 x 16 22" Use Timer Hall 120 dm wic 90 cfm 24 cfm Mud Room 36 CI�@th 1 10 cfmy Stair 1 Foyer Den 94 dm &153 dm Garage Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 20 Harvest Pointe Lane Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2019-Dec-17 12:20.40 ...JSD\Rimor ModelA MAN JSD JA... N Basement 114 cf 22" 4x16 9" 114 cfm 10'- - - - 10.1 8 7" — — — — — — Make up air 60cfm Sup Poser Ret Riser 32 x 16 22" / 26 x 16 I 22^ Ir I SkutUe Model 2161 6 x 16 Base ntr8[216 ' 8x16 4^ 5" 4x16 4^ 113 cfm 9" 10" 113 cfm Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite@ Universal 2018 20 Harvest Pointe Lane Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2019-Dec-17 12:20:40 ...JSD\Rimor ModelA MAN JSD JA... Duct System SJob: -�- wrightsofto emummary Date: Dec 17th 2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: ModelA(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 20 Harvest Pointe Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.002 in/100ft 0.002 in/100ft Actual air flow 948 cfm 1200 cfm Total effective length(TEL) 625 ft SupplyDet6il Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 4659 114 23 0.003 13.1 16x 4 MtFx 44.5 180.0 st3A easement-A h 4659 113 23 0.002 14.4 16x 4 MtFx 56.3 310.0 st5 Bath t h 396 10 5 0.003 4.0 Ox 0 MtFx 40.5 180.0 st3A Bath 2 c 1888 102 105 0.002 9.0 Ox 0 ShMt 70.5 220.0 st2 Bed 2 c 4463 98 249 0.002 14.0 Ox 0 ShMt 91.5 250.0 st2A Bed 2-B c 4463 98 249 0.002 14.0 Ox 0 ShMt 81.8 225.0 st2 Den c 2747 84 153 0.004 10.0 Ox 0 MtFx 22.8 160.0 st3 Dinning c 1423 59 79 0.005 8.0 Ox 0 MtFx 12.5 130.0 st1 Foyer h 3863 94 76 0.004 9.0 Ox 0 MtFx 37.8 140.0 st3 Kitchen c 2143 54 120 0.005 10.0 OX 0 MtFx 4.0 130.0 st1 Living Room c 2707 135 151 0.004 10.0 Ox 0 MtFx 20.3 150.0 st3 Master Bath h 2361 58 57 0.002 7.0 Ox 0 MtFx 53.8 365.0 st5A Master Bed c 1883 74 105 0.004 9.0 Ox 0 MtFx 40.8 130.0 st3 Mud Room c 636 21 36 0.002 5.0 Ox 0 MtFx 43.3 245.0 st5 Wic h 975 24 7 0.002 4.0 Ox 0 MtFx 53.8 365.0 st5A Bold/italic values have been manually overridden WPIgaItSOf#a 2019-Dec-1712 20 40 Nd4N/Bn6hinlWluvgfmmpm/ RightSude®Universal 2018 18.0 32 RSU20066 Page 1 ,`MM...or Model A MAN JSD\Rimor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces: W Pp ly Tru n k D- •le Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5A Peak AVF ;81 64 0.002 122 12.4 16 x 6 ShtMetl St5 St5 Peak AVF 216 123 0.002 243 17.9 16 x 8 ShtMetl st3A st1 Peak AVF 113 199 0.005 224 13.9 16 x 8 ShtMetl st2A Peak AVF 98 249 0.002 224 18.1 16 x 10 ShtMetl st2 st3 Peak AVF 726 637 0.002 204 28.1 16 x 32 ShtMetl st3A Peak AVF 339 151 0.002 218 21.1 16 x 14 ShtMetl st3 st2 Peak AVF 298 604 0.002 209 25.2 16 x 26 ShtMetl D • Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 114 23 117.5 0.003 208 10.0 Ox 0 MtFx rt1 rb3 Ox 0 612 790 102.3 0.003 214 26.0 Ox 0 MtFx rb2 Ox 0 298 604 206.0 0.002 229 22.0 Ox 0 ShMt rt1 rb1 Ox 0 113 23 0 0 0 0 Ox 0 MtFx TablebetReturn Trunk ail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 412 627 0.002 238 22.0 0 x 0 ShtMetl wit-ights®ft- 2019-Dec-17 12 20 40 AM I.H8uti4u.13 mOnp.t RightSude®Universal 2018 18 0 32 RSU20066 Page 2 ZCK .or Model AMAN JSD1Rimor Model AMAN JSD JA.mp Calc=MJB Front Door faces W �� _,_._ r %} (dfY / V. .._. � d..:.. � �Y i�.�!-M R.::alfd r.--. r `'S� v { i f r. t r a i Nome Enugy Kat1n4 Certificate a. ,f i � -�,� � ., , � _--� T .... -.,,,,�_ _L 1�� i '-- 1 '�, -------` l�t� � _-� --m-----•---��--- __--_._._-- r� l �,+,.. C� �,; - i� _ / /� i . �/'� _� �- :. �- .� . . . �-¢ , ��.:�. ,� , � � � , a _ ", a . ��"tet �_i. � ,.*,c (` , L+ q, ,' ,y,: +� f"�'°d1k' � ��,. ti. � ��i e.-��r �,r,,�kms ,�, $ f � „r-t ,�, = a-, ■ -. , tit _ � �,��. " Ys1 �3 "Xs�F�y s,s` �, =e.�zc r,� Y �y�,'�- � ;'. <- i k -M C, www -t E't €` r � rip -- - _ mar._..._. i �x sM,i //. •mow . .!6 { tyY� r �k 1 r. - uw LR s- a 35., OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25e�®f S �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY ,s�, Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 25, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 1, 2, 71, 72, 85-88 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 # 1, 2, 71, 72 and 85-88 of the above-referenced Residential Site Plan have been completed based on the site inspection made on August 20, 2020. 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 eight (8) 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, Ea Donald J. Wilcenski L)� �r D)j Chairman SS° .j 2020 cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer D717 lL,rft9 L MICHAEL M. .E. SCOTT A. RUSSELL COLLINS,, SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAINROAD i . TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 , ` . Fax. (631)-765-9015 MICI API COU 1NS!irP1Y)\VN C()1J'l-1101 D:-,1 kc OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings August 17, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 1, 2, 71, 72 &85-88 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 planted areas of Units 1, 2, 71, 72, &85-88. The rear areas of these units have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these 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 eight(8) 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 D S E 1 5 2020 TC"t,, J; . r T)r&LTJ 0?7.1�; FIELD INSPECTION REPORT -DATE COMMENTS dv1 �Pi FOUNDATION(IST) b H J � ------------------------------------ C FOUNDATION (2ND) z H � ROUGH FRAMING& n PLUMBING fl Wvp Lo e 1 r INSULATION PER N.Y. H STATE ENERGY CODE op FINAL ADDITIONAL COMMENTS a Q. 6n o yZQfav z 23.® I P Ole C - Oz e � � x 0 d o► � TOWN-OF SOU'THOLD BUILDTNG`l?ERMItAPPLICATION CHECKLIST BUILDING DEPARTMENT .,Do•you have;or need the following,beforeepplyingR TOWN HALL Board of Health SOUTHOLD,NY. 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov ., +`'b i PRIT NO: " Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application � Flood Permit Examined l't� ,20 Single&Separate Truss Identification Form Storm-water Assessment Form Contact: 110, LL Approved ),,Oe Mail to:— /0's Disapproved a/c / t.0_ 14 V199r Phone: 6 / ? 1,9446 Expiration ,20 a' L ? R - �.`•:' ^'*i Bui 'n ns or i OCT -A 2019APPLICATION FOR BUILDING PERMIT //�� Date 10 , 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. ` e. No building shall be occupied,or,used in,whole or in part for any,purpose what so ever until the Building Inspector issues a Certificate of Occupancy. " - ' f. Every building permit shall expire if the work,authorized has not commenced within 12 months after the date of 'issuance•or has not-been completed wifhin•.1$moinths'from such date. If-no zoning dmendinents or other regulations affecting the property-have been enacted in the interim,the Building Inspector may authorize,-in writing;the extension of'the'permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION 1S•HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk County,New York,and other applicable Laws,'Ordinances or Regulations, for the construction of buildings,'additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or n e,if a corporation) (Mailing address of aptlicant) State whether applicant is owner, lessee, agent; architect, engineer, general contractor,electrician,plumber or builder Name of owner of premises �Bt►�b®!� ✓"��® �i�s (As on he tax roll or latest deed)=. If applicant is a corpor lin, signatuVro duly a th zed offic r B , (Name and title of corp ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land whicbproposed wor will be done: La House Number Street Hamlet ri County Tax Map No. 1000 Section 0� •0, t ,Bloci"' �.o� t �� .Subdivision. eo sam Filed Map No. lr Lot 035 14P 0) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy c®Kd o my-1`2(", 3. Nature-of work(check which applicable): New Building � Addition Alteration-- Repair' Removal Demolition Other Work (Description) 4. Estimated Cost �� ,m bo Fee (To be paid on filing this application) 5. if dwelling, number of dwelling units Number of dwelling units on each floor If garage,.nurrtber:of cars 6. If business, com'mercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of ekisiing structures, if any: Front Rear Depth Height' Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories o/ 8. Dimensions of entire new construction: Front 59 Rear LIi II e th a Height 0 9 1� `� Number of Stories _� `R ` 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO v` 13. Will lot be re-graded? YES NO—Willi excess fill be removed from premises? YES NO 14. Names of Owner of premises Lw:, Address & Phone No. Name of Architect �C E-� Address Z 'h– t- Phone,No ® V " 4S Name of Contractor Ste_ 44 d(4A44,-1 Address I -Phone No., --- 15�a. Is this property within,100 feet of a tidal wetland or a freshwater wetland? *YES NO �. IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BLRRE IRED. b. Is this property within 300 feet of a tidal wetland? * YES NO C/ - IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,-to scale, with accurate foundation plan and distances to property lines. 17.'If'elevation at any point on property is at 10.feet or below, must provide topographical to on survey. Z. '18. Are there any covenants and restrictions with respect to this property? * YES NTO IF YES, PROVIDE A COPY. ,�,h �.� Lz A, STATE OF NEW YORK) SS: COUNTY OF t% �Qa.. being'duly sworn, deposes and says that(s)he is the applicant (Name of individual sign i g contract)above named, (S)He is the ° (Contracibr,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo�to before me this day of 20 { : HERRY PIRONE Notary u li:NOTARY PUBLIC,STATE OF NEW " Si ature f Apploaio Registration No. 01 PI6388308 Qualified in Suffolk County Commission Expires March 04, 2023 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ' ,.;` - Southold, New York 11971-0959 Ilk `' � , � '` Telephone (631) 765-1802 - FAX (631) 765-9502 -.r-�' r®�err�southoldtownny gov a seandCc�so>uthoGdtownny gov APPLICATION FOR ELECTRICAL INSPECTION EL[EOTMUAN QNFORMATION (All information Required) Date: Z� Company Dame: Name: V ' ►. License No.: Cy�, )Mi:' em il: CCa , Address: , � kr-,q Phone NO.: JOCK SITE ➢NFORMATION (All Information Required Name: Address: l a- -, C e i 13S— Cross S'Cross Street: ��° L ° kJ Phone No.: 31 Bldg.Permit#: L4 Lf Qci email• Tax Map District: 1000 Section: J0Q, 01 Block: 5 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES � O Issued On Tamp Information: (All information required) Service Siz .1 Ph 3 Ph Size: 1.i b A # Meters�_ Old Meter# Cewervi ` - Fire Reconnect - Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Lateralse 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �• l %5 Request for Inspection Form.xls BUILDING DEPARTMENT-.Electrical Inspector TOWN OF SOUTHOLD v Town _ Hall Annex- 54375 Main Road PO Box 1179 Southold,'New York 1197.1-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 - � ro err southoldtownn . ov- seand southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 2� Company Name: fIA17 M ^ - . Name: Vt License No.: p e-M"A i1: n)—rb e I CC a "'J r_1 h Address: © n Phone'No.: (� JOB SITE,INFORMATION (All Information Required Name: Ifte-ba LLC 1 Address: L - 3�' Cross Street: ' 11s Phone No.: 3f Bldg.Permit#: 1-�LF a� email: �.C Tax Map District: 1000 Section: 10Q, 01 Block: 1 , 00 Lo BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES O - Issued On Temp Information: (All information required) Service Siz .1 Ph 3 Ph Size: 1.S{ZA #Meters�� Old Meter# ew Serv' - Fire Reconnect- Flood Reconnect-Service Reconnected- Underground-Overhead #Underground Lateralse 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION l %5 Request for inspection Form.xls PERMIT# Switches Outlets EI GFI's 1 ' Surface Sconces ly- H H's �fl UC Lts Fans Fridge I f. r HW VV Exhaust , Oven d Dryer Smokes I" DW Service J Carbon , Micro Generator Combo I Cooktop Transfer AC AH , Mini r - Sp SKCZt f lCS � � Comments. l Lie?&LI vp,�L ) a�,4 l?, MI.OrIAA 41/�/o e A& Nik s'e'i',',.r N��`l','au r Al. A& Ird 39.22' 86 RD R7—XR7 XL RD, P, M, 101 RD' RD t 5VU-N, !D RD HYD'" cr 116 118 CO A 117 ,.M1 BA A A 39.22' Lj I NIN F-I • u u Vu r-lr r- JiIME-L- • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS k AS' FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED j ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. BE MINIMUM 6"" DR-18 PVC OR CAST IRON WITH A BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1% TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT PRESSURE PIPING ABOVE THE. PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. .L BE C900 BLUE BRUTE DR-18 P AL. WATER MAIN TO BE 10"" WITH R HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. --R SERVICE CONNECTIONS TO BE 1". a COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' SEWER/DRAINAGE LINES. o BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: , SERVICES TO BE INSTALLEDBY PSE&G AND D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE iE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING o BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. E INSTALLED UNDERGROUND. f Habitable Garage Area Total SF H a rves Pointe at Unit Numbers Area (SF) (SF) ( ) i 77-124 1,999 486 2,485 Cutch 0 g u e 1,3,8,10,12,14, Cutchogue, New York 21,23,26,27,29, • 51,33,36,39,41,45 1,599 363 1,962 Town of Southold 6,47,49,50,52,54, a, 58, 59,68, 72, 76 No. .. Revises Date ApVd. „ 13 TONW/SCDHS REVISIONS 7/28/17 AVL ,'r e 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 0,42,44,48,51;53, 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL 7,60,62,64,66,70, 73;74;75= —3/2Z1�� A 8 SCDH REVISIONS _ — 3/9/17-- AVL 4,7,34,37,43,55, 1599 380 1979 �Q 51,63,65,67,69,71 LIZ- issued�=� I�.� for �or�.��C�.-yS�j3-•K�•=,s;5��.�f,1 rS W A"��'�.-,.};Y_.-#,:.:��Y�.�-^tM`.C�.Y.;r�+,..a`:'y tw 1,ti..�.:`.'_:..{r,.�.:;�f.=°xw,�':..z�H_;�`a�T:�,sL#Y-»�:le':.'�;.l�.`t:D;a,a.„.�.t-K�ae 15,16,17,18 1,999 408 2,407 :,YSk.:i�,'3ewna:°.J�:L,^a.Zv�ye>^r..1;,..,>.R,r.F,,=.x:..r,a`.f{,.,�.,y1�.•_,-,7:r,:fi;'.fJ=x..i.J,.7<• , — July 10, 2015 N/A 6,188 N/A 6,188 SCT : 1000-102-01-33a3 SC®HS A roval � ._...,�_m... . . ...��_.m�. SUF;o OLK 00UNTY OE-PARTIYiaff of mEhurri SE14VICES pffiMT FOR APPROVAL OF CONST C d OPS FOR A SINWE FAVALY RESIDENCE G€LV7. — OCIS A> PPaO9i � •DFawingNumber ED FOR I4FlMUM I ��OF NE�11- ® , PARES THA E YEARS FROM DATE OF APPROVAL] . 0,0 v. 4 0C40 C-3 Sheet of 1' I- �� : 9 2n Project Number 29305.00 ®06�®®�.3 SC®HS Reference # CID I L J*aca I J) NOTES: A V- THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, I� Tw_ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 0 39 1'0 `'`J• IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, - co � b PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY M _ v l PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED II 5.9' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF Z Z AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE O O ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND W I- Fp I THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Z CO O Q a ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION I-- Z .-• _ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Z Q � 4 6, _ 'I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY —I 12.8' = Z O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OO -4 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED N U-a 1.6 �` PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE W 04 O i CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, w H Cn r' ( SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 30.8' En ' 15.6' i OTHER THAN VISIBLE PERMANENT STRUCTURES _Z S53°05'40"WCOPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS O 41.82' (///n/ RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, ~ F- y RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED LLIZ r 111 ((( 1{ IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 2 (6 c 20.5' b) PERMISSION OF THE SURVEYOR ' _ 0^28.5' i THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER d •01 M ( PURPOSE - - --- W �' - zz 3.2' IJn�a�00 - - - O ^ N1- cli —Z 13.0' 00 F- > 0 co ~ L.L.. CD m Z Q = LO V = Z vi LL Q m 004.8' O p .1.. m LL a 048.3' OD CV S53°05'40"W 54.61' 43.9' S 36054'21" EA 128.64' OF NF�G �� ay DAV, o O R=275.00�\ � �� L=214.39 2 S 81034'23" E RO 67.78' ,� ,1 I cPC` o oso 13 !�-� R=415.00' LU ND S\3 L=116.80' U o cn `,o Q I 0 o i� ° �� M 02-23-2018 FOUNDATION LOCATION °.n cn FOUNDATION AS-CONSTRUCTED SURVEY FOR LLQ 167.99 (ACTUAL) N UNITS 87-88 UNIT brESIGNATION MAP OF S52°55'20"W HARVEST POINTE CONDOMINIUM 1 R=275.00' I FILE NO.:471 FILED January 09,2018 L=77.85' SITUATED AT U1 W i' I CUTCHOGUE S 40052'38" E O I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' N N 'tic) S C.T M DISTRICT 1000,SECTION 10201,BLOCK 0100,LOTS 49&50 o cL� TOWN OF NELSON & POPE S 52055120"W M ►� rn � 19.24' N n SOUTHOLD is ENGINEERS & SURVEYORS �_ _ — 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 O '= `� PHONE(631)427-5665 FAX(631)427-5620 Z W WWW.NELSONPOPE.COM LL DRAWN BY: WM CADD No.;INDIVIDUALSURVEYS 00026I SCALE: � SCHOOL HOUSE LINE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I 1"—30' DATE: 11-25-19 PROJECT NO.: 00026 I I Y �I. NOTES. Of Q V THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE U U NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 391' W m O O o 00 Op Tw- PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION Z U Z i. S.9' 9.6'm-•• p ��/ IT ISA VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 6 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY z 2 4' W PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED p W w PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF J 6.7' V cl cq w X AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE .- D: co Z M =) ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND fY OW LL W R II °p o OU) THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH LU aQ F-' o v r O ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION (n COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W 0_ 9,0' a-" LU LLO 4 6, 11 0' a W SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 12 8' I c i F- EGRESS NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS Z I STONE T DREVE W SE U I 'IT WIN.WELL, OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED W W/8"PAVER iv �' I 1.6Typ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE O w I BORDER a LUX N LU I cp CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Q U)F- vt SOIL CONDITIONS,VEGETATION.TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS W S53°05'40"W 41.82' C7 QwI dE.BOX 02 30.8' 156' OTHER THAN VISIBLE PERMANENT STRUCTURES U � U COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS m OZ ® ODI I OZ RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, U T.BOX I a0 I U N RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �a 'O IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR to I o wW 205'0) �F- 28.5' W W co STONE BASE 1 0'w2 C7 I F- EGRESS DRIVE < i WWIN WELL, w WBO PAVER LL BORDER Q 3.2' - -- - - — - --- r- I 13 0' C7 1 W N N D o LUM� (n14.0' w = cF Y w g U ui� 1.3' Lo m '' Q 0' o CO LL Z LD t wX CO U ° as ~ 9 -j-j '6 cd ZO fA m Z a n 0O W �� Ovv m 3.2' 0)4.8' O 7.0' a W cli 8 3' 1.5' S53°05'40"W 54.61' � 43 s' O0 o O S 36054'21" E DI 128.64' R=275.00' L=214.39'---"' �' OXY DAV/U S 81034'23" E yW P.. 67.78' rn R=415.00' J? I w p s O L=116.80' F- I : X213 y `e's, o � I �� Oj I M 02-23-2018 FOUNDATION LOCATION `, � FINAL SURVEY FOR °`Lo 167.99' (ACTUAL) N oz-l3-zozo SANITARY AS-BUILT UNITS 87-88 UNIT DESIGNATION MAP OF — o7-2s-zozo FINAL SURVEY HARVEST POINTE CONDOMINIUM 1 S52°55'20"W R=275.00' w FILE NO.:471 FILED January 09, 2018 L=77.85' I SITUATED AT UA :t o I CUTCHOGUE " Ls U S 40052'38" E N p C:) TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102 01,BLOCK 01 00,LOTS 055.000&056 000 D 27.03 vw co SOUTHOLD S�° 5 202 S 52°55'20"W NELSON & POPE 19.24' s i ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Y �' I Tuy ^�� — — PHONE(631)427-5665 FAX(631)427-5620 , , l _._. WWW.NELSONPO PE.COM 3 l LL LLI INDIVIDUALSURVEYS LL DRAWN BY: NP CADD No.: 00026 IS SCALE: 0 SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 08-05-20 PROJECT NO.: 00026 1"=30' e ,• I' NOTES. ff THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE DITw- PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, D I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION Iw IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 3 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 0 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED w �:Z wPROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF Uf__Q AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR ISALTERED,THE W:;Z Z Q th ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND w U Q •ct U L� THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Ua ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION pZ,- UU3QZ W cr I wLU 3 W 21 3' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 1" WATER 4"SDR-35 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Z m I v I¢ SERVICE b 39.1' �-W W M p INV. Z e_ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 3 31 47 w-M OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED Iww _/ 2.4' w 5.9' I UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED w AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE i 2 LU ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN O I o) � U LO N I PLAN DATED 7121/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED LL Z m N TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS W LU THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP w o—t fa f—e�d�-�cRf-�-t5r - s.� pRa�x P°4�f��aP ��N�� CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR Z z OI I I 12.8' I.� 0O cn 4.6' } I 6fl�WOLK�et�tAF`�7 6 1 DEPAR�6d +w 1 V HEALTH W FURTHER DESIGN _ Iw 3 I - co .�- aW y A P��„/• ,�•, 1�^. .;'}(�ifo+ t.B•�•r�� ®��°F®� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE _ d"i �*. N q p�,�ac CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, OUJIN 1 16 4. I ` jitV �'- `-:AIVt �Y RESIQE�IC� SOIL CONDITONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Q Q 1 5 �n1I5(, �1fy , OTHER THAN VISIBLE PERMANENT STRUCTURES bate' A" 1 120 Ret. /� ^� COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS I,li I I � I c� 15.6' � j v y H.S..S.K`6��•�®.J )l 0'-' I � �C] �1 30 8' RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, m z m ti^ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED C9 3 ®I Oy The,&wage disposal and waL-r B¢2pply ffat�I es at this lm tl KUVTi 6YOidoU IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN cn G G F- PERMISSION OF THE SURVEYOR — _G �� cn IIns,peeled ardor ce pp 6y Btu �p1 r8¢m or®�tefw BEDROOMS.�apflCies aid t�uar�� w E E E Q Z N 5 O lac?1�I15�G ' FOIA A IRl UP AQF�SHL DROO S. SHOWN IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT U)/� I 3 0 20.5' m O I I 1 W .- 28.5' I rn $ ALL SANITARY PIPING 4"AND 6"SDR-35,TYPICAL I ' 1.0' 0 I v 3 _ t e z g 32' �N Craig KI"IGE.�per, P.E., Chief Q 3 13.0' _�ti § C) m � I y Office CI-W�^e.stev�vatef Ni ii �' ,R' = I m fes- }LU 1.3' ®� "� k® 3 v ,, CO a ®pVIU P. `Q,¢ w I o Z O_ n Nos I Awa V m CO ct - a co Ott.I I m 1" WATER Bo4.8' c\1 �� (-w wSERVwCE .131 5' 8 3' I I [L! ;ptr 'ca Z -w 1� I1 w EO C4 12.6' o N C� i � �® j N vi 43.9' 4" DR-35n Z� r C DO INV I ND I DI a>�31.39 7Z�N mW V ��s ' o 0502'`3 J� Z N bw :Cw L � w \ 7^.ItI 2CON 0-0 f UH_aZ Z I-" ii C ' i 7 )+ \v/ M 02-23-2018 FOUNDATION LOCATION D LU L U �/ � cc SANITARY AS-CONSTRUCTED SURVEY FOR DD LLI �c"i 02-,3-2ozo SANITARY AS-BUILT UNITS 87-88 UNIT DESIGNATION MAP OF ® `� y HARVEST POINTE CONDOMINIUM 1 SE? 1 5 2020 SANITARY SYSTEM AS-BUILT TABLE ® � w FILE NO.:471 FILED January 09, 2018 STRUCTURE NAME TIE A TIE B W 013 ' < SITUATED AT UNITS#86-87 n- % � CUTCHOGUE L �.Pr rT I,D T. -< �_. Q TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-1 20.7' 64.4' i res-•:r r ,--..r-��x S O.T.M DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 55 8 56 ST-2 23:1' 60.9' LP 27.4' 73.4' NELSON & POPE G°) LL It ( ENGINEERS & SURVEYORS r 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 HEALTH DEPARTMENT REFRENCE NUMBERS&AREAS _7 PHONE(631)427-5665 FAX(631)427-5620 UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA WWW.NELSONPOPE.COM 87 R10-17-0141 1,999 S.F. 486 S.F. 2,485 S.F. DRAWN BY: NP CADD 14INDIVIDUALS00026 S SCALE: 88 ` -- - R10-17-0142 1,999 S.F. 486 S.F. 2,485 S.F. CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 02-19-2020 PROJECT NO.: 00026 S _ un4s r dy Blower door and ductwork AW, 04z� D AS NOTED testing required. DATE: B.P.# Must provide Manuals FEE: �¢��.. BY: NOTIFI�"lid DING `I PARTMENT AT Di I and S as per 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: NYS Energy Code 1. FOUNDATION - TWC REQUIRED FOR POURED CON"RETE PLUMBER CERTIFICA71c.� 2. ROUGH - FRAMING & PLUMBING ON LEAD CONTENT BEFOt- , 3. INSULATION CERTIFICATE OFOCCUPANL, 4. FINAL - CONSTF�JCTiON MUST BE COMPLETE _� 0. SO4DER USED IN WATER ALL CONSTRUC- 3NI SHALL MEET THE SUP_PLMSTEMCANNOT REQUIREMENTS OF THE CODES OF NDA- EXCEED 2110 OF 1% LEAD. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ALL-PLUMBING WASTE AS REQUIRED AND CONDITIONS OF4 WATER LINES NEED TE 'ING BEFORE COVERING SOUTHOLD TOWN PLANNING BOARD ELECTRICAL --68RQUSTEES INSPECTION REQUIRED N.Y.S.DEC OCCUPANCY OR TRUSS PL ACARDING REQUIRED USE IS UNLAWFUL WITHOUT CERTIFICA►f OF OCCUPANCY DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION•LoCATION. HAS SEEN;APPRQVED:� DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code TH THESE APPLICABLE CODES: 1302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a 915.2.3.1.1.1 A carbon monoxide alarm shall be providS�c$BgeR F16sto aRn i99 a sleeping area, within 15 feet of the sleeping area. More `- TABLE .l5.' W t 2017 Er YORK STATE U IFCIR CODE floor-ceilin assembl , draftsto s shall be installed so that the area of the concealed s ace does not exceed 1,000 s uare feet. a rb mo id a m 1 bg ,p�o e wee p,$g ss r # t o sl re s to re than 'roperties of Soil Classified Acc.irding + the Uni vd Soil Classification System I- ^^ ,, 2017 YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECiIyE OCTOBER 31, 201 9 Y P P q 1316.1 � � 4�g gr lsbsr� 8ef 4� ed ash I i�1�1.�b�ie n � S Ali If algrydl2ig%t, �p$llc��roR coli Pt`��tisn `�nF ins�`6FI a�iop is fr%% -- - - .. __-- _s._._ Z W N , Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor a ee ' o or on o I e a uNIFlL:: solL VOLUME W as ma Ia s, 2017 NAV YORK STATE ENEIt13Y CONSERyA110N CONSTRUCTION CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following ggj5 1.1,2 Cad n �n�noXl e.alQrrp s II he royi�{gd pn a s}�ry {hat n#sing roan �ppn�X'd reg SOIL cuss))":ATION CHANGE R I�?2�' aD@II 11a aB IfiC8i10n aCftOg S,arra COnia111819 OT TOQYTI p�p tIC 11jail�fl Ono TOaI1l IaS IC Itl§UlatiO�r COmpO ent�,delivered GROUP SYSTEM SOIL DESCRIPTIOty DRAINAGE FROS1 HEAVE POTENTIAL o 2017 NEW YORK STATE ENI N CONSERVATION CONSIRW ON CODE SUPPLEMENT (FORMERLY KN* AS THE 2016 NYSECCC, REVISED AUGUST circumstances: 9 .2.3 .3 dttf�go,IrWaAagwS�iMth@ni �lilgogc h 41brS$u6tHF�c� i3lfib�ki gW9"aR8rbdTbr&gry, p� �x�icfi21)st4K�,��a�L� In One SYMBO__L CHARACTERISTICS POTENTIAL EXPANSION � � v 2016, EFFECTIVE OCTOBER 31, 201 2. Floor framing is constructed of truss-type open-web or perforated members. Rfenw&tRfn ttMdfgK4NlI+ntRAFLMMer{rq�P�_ertieil rj h% (#j&e R1tg74 drl ,c&rdly Rvtt�, tRL--r-eQfUiPZeAnWd (3) are not covered by GW WELL GRADED GRAVELS, GRAVF' 'AN4-AIXTUREF U R 302.1.12.1 Materials. Draftsto In material shall be not less than 1 2 inch sum board, 3 8 inch wood structural anels. _ LITTLE OR NO FINES GOOD Lbw Low � 2016 NYSRC (2015 IRC 2ND PRINTING) PP' 9 / 9YP / P R316.4 f r 181 �b�hr7er3.1 Lgge§gct@ A1s%2a xl Ned in Section R316.5, foam plastic shall be separated from the interior of a building by O (� 16 2016 NYSEC (2015 (ECC 2ND PRINTING) 8x}5.2.3.3.1 +,169®g q%+r&u611f W Wn*Vq� gnal?rt/Pfj116hJQ�0fn1wcl�rd. GP POORLY GRADED GRAVELS OR GRAVEL SArr^ urXTURES, GOOD LOW LOW Z t,,,, IZ t TITLE 19 R PART'S 1220 THROUGH 1228 1240, 1264 D 1265 D PART 300 R302.13 Fire rotection of floors. Floor assemblies that are not re uired elsewhere in this code to be fire-resistance rated, shall be LITTLE OR NO FlRAV _�� NYCR , AN AN P q 1316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sw WELL GRADED SANDS, OR GRAVELLY St`.r' ,, GOOD LOW Low O � � � � provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside LITTLE OR NO FlNEs _ L Q, co SECTION 1101 1. Attic access is required by Section 1807.1. o of the floor framin member. s POORLY GRADED SANDS, OR GRAVELLY S/,JOS, ll-_ N " U E 9 2. The space is entered only for purposes of repairs or maintenance. LnTLE oR No FlNEs GOOD LOW LOW U .�.r o Exceptions: - ■I�"1 U > � CP 3. The foam plastic insulation has been tested in accordance with Section 1316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low � •e N 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. W O) p O R101.2 The provisions of the Intemational Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, against ignition using 3/e inch gypsum board. Su SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW H *F N ai Z movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the - - _ two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section 1303 erimeter oist s ace without the thermal barrier s ecified in Section R316.4 sub ect to all of the followin G' CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z U p� cd LO P 1 P P 1 9• SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW O L_ XU)'C M and their accessory structures not more than three stories above grade plane in height. Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y4 inch. - w ch R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, v 99 9 9 9 P 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITu U Q O -eo, 1105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to rooms. 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or cRouP 2 SLIGHT PLASTICITY II MEDIUM wIGH Low ❑ _ r- 00 the top of the wall, unless supporting a surcharge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, U fO 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM t RI09.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. Section 1317 Protection of Wood and Wood-Based Products Against Decay CLAYs To Low W cv location on property, the building official shall require an inspection of such construction after lathing or gypsum board or gypsum 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. CL panel products are in place, but before any plaster is applied, or before board or panel joints and fasteners are taped and of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the Foundation wood riders: wood Irders seated in exterior foundation wa►Is to have min. 1 2 inch air s ace all sides or ends finished. floor level. 9 9 / P R404.1.6 Height above finished grade. Conc,ete and masonry foundation walls sl-all extend above the,finished grade adjacent to the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the wrapped with aluminum flashing. foundation at •ill points a minimum of 4 inches where masonry veneer is used and a minimbm of 6 inches elsewhere. 1317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the R404.1.7 Backfill plc cement. Backfill shall not be laced a ainst the wall until the wall has sufficie 1109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 1322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light _ P 9 nt )strength and has been submitted to the building official prior to the fT�nal inspection. source located at the bottom landing of the stairway. use of naturally durable wood or wood that is preservative treated in accordance with AWPA U1 for the species, product, anchored U. 'I.e floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced preservative and end use. height of +ill exceeds 4 feet. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section 1405 Foundation Drainage R202 Definitions: Section R305 accordance with AWPA M4. ZO Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that Ceiling Height R317.3 Fasteners and connectors in contact with reservative treated and fire retardant treated wood. Fasteners includin nuts and 1405.1 Concrete a• �c•spry foundation. Uloca shall w provided around concrete ve masonry foundations that retain earth and r xte for or is sate Tal to an o a ue surface of the buildin � » �_ » P � 9 enclose hab1, piP or usable spa<.� , located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or fasteners and service openings. It is installed on the interior o e r g y p q 9 R305.1 Minimum height. Minimum ceiling heights of 7-0 In habitable rooms. Minimum ceiling heights of 6 8 in bathrooms, toilet washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with other oppr-;ve .,stems or moterials shall be installed at or below the area to be protected tend shall dischar e b ravit H envelope. rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven or mechan,col -neaps into an opprc• rid drainage system. 9 Y 9 y U Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exce tions: fasteners shall be in accordance with the material re uirements of ASTM F 1667. Windbome Debris Re ion: Areas within hurricane- rone re ions located within 1 mile of the coastal mean hi h water line where P q Exception: u nage system it not required where the foundation is installed on well etaii ed ground or sand gravel � 9 P 9 9 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of mixture w�tl• , according to the unified Soil Classification System, Group I Soils, as detaiiled in Table 1405.1. the ultimate design wind speed (Vult) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Z 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall Section 1406 Foundation Waterproofin and Dam roofin R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the feet 4 inches of the finished floor. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled 9 ro 9 O ere en ineered desi n is used in conjunction with these standards the out. Each character shall be not less than 4 inches in hes ht with a stroke with of not less than 0.5 inch. Where re uired 1406.1 Concrete :.• �sonte foundation and floors be Except where required to be waterproofed„ foundation walls that retain W limitations of this code and the limitations therein. Wh g g � 1308.4 Hazardous locations. The locations specified in Sections 1308.4.1 through 1308.4.7 shall be considered to be specific hazardous 9 q earth ane: - � interior spaces and floors below rade shall be dam roofed from the hi her design shall comply with the International Buildiing Code. locations for the purposes of glazing. by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. 9 PP g of (a) the top of the 1. AF&PA Wood Frame Construction Manual WFCM . 2015 EDITION 1308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed or o erable ane) adjacent to a door shall be considered to be a Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole footing or (r i r inches below the top of the basement floor to the finished grade using a bituminous coating. O ( ) ( ) 9 1 9 P P 1 they si n or means shall be used to identif the structure. Address identification shall be mai i LL hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. oro g y nta ned. F- R301.1.3 En ineered desi n. Where a buildin otherwise conventional construction contains structural elements exceedin the limits of Section 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. 1406.3.3 Porous F' ,,ace between the excavation and the foundation wall shall be backfilled with porous fill up to a height of O m 9 9 9 9 Section R321 Elevators and Platform Lifts one-hal tackfilll heioght and coverec with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z 1301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge see a e �' •• •idin ' T The extent of such desicln need onl demonstrate com liance of nonconventional elements with other a licable rovisions and shall side of an in-swin In door. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall P 9 g Infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of ❑ � V J Y P PP P 9 9 soil as wcs •.r,eco during excavation. be compatible with the performance of the conventional framed system. Engineered design in accordance with the International 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 comply with ASME A17.1/CSA 844. J Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. �T hazardous location. 1408.1 Ventilation. t,-awl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a 1�1 J class one va •o• retarder material. If this retarder material;'is used, provide 1 s.f. of venting per 1500 s.f. floor area. � I-"1 R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction Install vents , 'Fiin 7 feet of each corner of foundation. the ultimate design wind speed in Table R301.2(1) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. 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 R408.4 Crawl space gess panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" b 24". TABLE R301.2(1) Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and y CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. �� SUBJECT TO DAMAGE FROM UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with GROUND Wind Design SEISMIC WINTER ICE BARRIER Air Mean the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be R502.2.2 Blocking anL -u'flooring. Blocking for fastening panel edges or fixtures shall be a minimurm of utility grade lumber. FLOOD EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. E ress window & window well O SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN REQUIR AYMENT HAZARDS Freezing Annual ( 9 ) designed and Constructed in accordance with ASCE 24. Subflooring shall be wood strJ�ctural panels as specified in Section 503.2. Fireblocking shall) be of any grade lumber. LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED Index Temp R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue 0% ( P ) R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any 1502.4 Joists under bearing par,itions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to Region Debris opening. unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or .vents. F- w zone R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. such enclosure is not built so as to render the building or structure in violation of this section. R502.6 The ends of eacn joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less W The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. MODERATE SLIGHT 70 10 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, than 3 inches •m -';asor,ry or concrete except where supported by the use of approved joist hangers. 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE De rees Yes X 1500 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 0 g air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or 1502.7 Lateral restrains at su orfs. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to r ^ �' �'1 more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance PP PP Y Y P 9 Y GO V J v with Section R310.2.3. above the elevation required in Section 1322.2 or 1322.3. band or rim joist. 1301.2.1.4 Exposure category. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and R502.8.2 En ineered wood roducts. Cuts notches and holes bored in trusses structural com osite lumber structu 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the 1310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width 9 P � p Tal ❑ P r enc esca a and rescue o enin to be full plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. of not less than 36 inches. The area of the window well shall allow the ems g y p P 9 Y 1322.3 rovided that the are desi ped and installed to revent water from enterin or accumulatin within the cam onents and O 2. Ex osure C. 0 en terrain with scattered obstructions havin a hes ht less than 30 feet extendin more than 1500 feet. opened. P y 9 P 9 9 P manufacturer's recommendations or as shown on these drawings. P P 9 9 9 to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding R502.11.1 W Ex osure D extends downwind 600 feet from the artiall obstructed area. Includes flat o en count and rassland. R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted to be located b ood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice a be prepared by a P P Y P rY 9 g g y p slow the re istered truss dais n rofessional where re uired b the statues of the urisdiction in which the ro ect is to be 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. 9 9 P q Y 1 P 1 Exposure D extends downwind 600 feet from the unobstructed area. inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to constructed. r , the full height of the window well. minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. 66 �••/ 1310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system required Section 1506 Concrete Floors (On Ground) � 1301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall � laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to by Section R405.1 or by an approved alternative method. coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to R506.1 Concrete slab on grades to be min 3-1/2 inches thick. Q exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture the provisions of FEMA TB-2. R506.2.2 Base. A 4 inch 'hick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed F- soils in accordance with the United Soil Classification S stem, Grou I soils, as detailed in Table R405.1. (n shall be provided for they wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits Y P R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation blast-furnace s,�; passirg a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in 1311.6 Hallways: min. 36" clear width. shall: Exception: Abase course: is not required where the concrete slob is in5tolled on well-drained or sand-gravel mixture soils Z U accordance with the Intemational Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. classified as Group I according to the United Soil Classificatiun System in accordance with Table R405.1. W 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 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not cess than 6 inches 2 R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, required headroom height. Handrails shall not project more than 4 % inches on either side of the stairway and the clear width of 2.1 The total net area of openings shall be not less than 1 s uare inch for each s uare foot of enclosed area where the shall be placed between the concrete floor slab and the base course or the prepared subgirade where no base course � Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts the stairway at and below the handrail height, including treads and landings, shall be not less than 31 fh inches where a handrail enclosed area is measured on the exterior of the enclosure walls. q exists. The vc;c• etarde- is not required for Garages, utility buildings and other unheated accessory structures. U or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be is installed on one side of 27 inches where handrails are rovided on both sides. O tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters P R 322.2.2. Installation of openings. The walls of enclosed areas shall have openings installed such that: � 34 throw h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one Section R602 Wood Wall Framing 9 IR311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 Design and ccoscruction. Components of exterior walls s1l be fastened in accordance with Tables R602.3(1) 'through 1. Whe . The bottom of each o enin shall be not more than 1 foot above the hi he ( ) 9 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour 1311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 2 P 9 g r of the final interior grade or floor and the 1602.3 4 . V�ai1 :;;r�athin shall be fastened directly to framing members and shall confirm to the requirements of Table fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. finished exterior grade immediately under each opening. R602.3(3). 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 % inches shall be provided on stairways with solid 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet - --- 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. risers. the requirements of this section. ' • � L502.3 1 I'ASTENING SCHEL'JLE TABLE R302.1(1) R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. _--.---- .- .. - .. EXTERIOR WALLS R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom DISCRIPTION _ A T NIN (a,b,c,d) k.PE- of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade MINIMUM MINIMUM FIRE Exceptions: beams and bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is 1. BLOCKING BETWEEN' J01" , OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be ermitted to be interru ted b a newel ost at the turn. hi her, r- r� r- FlRE-RESISTANCE RATED 1 HOUR <5 feet P P y P 9 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL iii - - r.- - rA WALLS 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 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in H vi o � es 17 NOT FIRE-RESISTANCE RATED >_5 feet 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS , THREE 16D COMMON FACE NAIL Q N cy r` N ,q and the walkline radius is not greater than 24� inches. Each tread shall have a depth of not less than 6� inches at the walkline. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS o � N M oo N PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet All treads shall be identical, and the rise shall not be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. __--.. _ TABLE 1302.1(2) R 311.8 Ramps. Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 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 R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal 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 6. RAFTER OR ROOF TRUSS TO PLATE THREE•'OD MM N I TOE NAIL E<TERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the CO ON 2 0 SDE + 1 ON OTHER more than 1 unit vertical in 8 units horizontal 12.5 ercent floor area of the room in which the mezzanine is located. 7. ROOF RAFTERS '� R!DGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FlRE-RESISTANCE RATED 1 HOUR 0 feet ( P )• W NOT FIRE-RESISTANCE RATED 3 feet R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. RAFTERS TWO 16D COMMON. END NAIL not to allow passage of a 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 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R 312.2.1 Window sills. In dwellin units, where the to of the sill of an o erable window o enin is located less than 24 inches above the 36 inches in height, columns and posts. 9. STUD TO STUD AT ) 16D COMMON AT 16"O.C. FACE NAIL 6 1302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the 9 P P P 9 ( BRACED WALL PANEL underside of the roof sheathin , deck or slab. The fire-resistance ratin shall extend the full len th of the wall or assembl , finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the Exceptions: z z z z z z 9 9 9 Y 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O O O O including wall extensions through and separating attached enclosed assessor structures. operable window shall comply with one of the following: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the co rn V5 t-n 65 V5 R302.2.2 Parapets for townhouses. 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is aggregate floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL Lu w w Lu w in its largest opened position. 2. In buildin s that are not more than two stories above rade lane and a ui ed throw hout with on automatic s rinkler 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0 C FACE NAIL � W � � W � 1. The parapet shall extend not less than 30 finches above the roof surfaces. 9 9 P q �PP 9 P � / Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is 13. DOUBLE TOP PLATS SPLICE 8-16D COMMON (24'MIN IAP SPICE EACH SIDE OF JOINJT) FACE NAIL � as tested in accordance with ASTM E 108 or UL 790 and the roof deckin or sheathin is of noncombustible materials ora roved 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. located. 9 9 PP Section R403 Footin s 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o fire-retardant-treated wood for a distance of �4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control 9 1 T ,,�:eT Q board is installed direct) beneath the roof declkin or sheathin , su orted b not less than nominal 2 inch 51 mm led ers P g y p p g R401.4.11 In lieu of a com lets eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand 5. BOTTOM PLATE 0 -OR BLOCKING (AT BWP) 2-16D AT 16 O.C. FACE NAIL Y 9 9 PP y ( ) 9 device, after o elation to release the control device allowin the window to full o en, shall not reduce the net clear o enin area P 9 9 P 9 / 9 Y o 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 walls and of the window unit to less than the area required by Section R310.2.1. clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 16. TOP OR BOTTOM P ATE TO STUD TWO 16D COMMON. END NAIL c14 on soil that consists primarily of clay or silt or have any inorganic material or fill. any openings or penetrations in the roof are not within 4 feet of the common walls. FOUR 8D COMMON. 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 Section R313 Automatic Fire Sprinkler Systems R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment 21. JOIST TO SILL TOi PLATE OR GIR V) deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. throughout with an automatic sprinkler system. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment DER THREE 8D COMMON. TOE NAIL F- R302.2.4 Structural inde endence. Each individual townhouse shall be structural) Inde endent. iR313.1.1 Desi n and installation. Automatic residential fire s rinkler s stems for townhouses shall be desi ned and installed in accordance R 403.1..4.1 Frost rotection: Bottom of all footin s to be at least 36" below rade. 22. RIM JOIST OR'BLC' :."JG TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z P Y � P 9 P Y 9 P 9 9 W Exceptions: with Section P2904 or NFPA 13D. R 403.1,5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDEn` AND BEAMS (2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 � c..> res stems. One and two famil dwellin s havin a hes ht of three stories above rade c� 1. Foundations supporting exterior walls or common walls. 1313 2 One and two family dwellings automatic fi y Y 9 9 9 9 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 28. 2X LEDGER - THREE 16D COMMON AT EACH JOIST OR RAFTEIR. FACE NAIL �- 5. Townhouses se arated b a common wall as rovided in Section R302.2, Item 1 or 2 shall be equipped throughout with an automatic sprinkler system. with stud bearin walls, isolated Iain concrete footin s su ortin columns or edestals are ermitted. c O C m P Y P 9 P 9 PP 9 P P 31. WOOD STRUCTURAi AN,_LS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and -� p 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 R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section 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 I W w Y 9 9 Y 9 P Y 9 9 P P ROOF AND WALL S. ! r iNG TO FRAMING 8D COMMON ROOF 12 o c at interior Y P2904 or NFPA 13D. ( ) / not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated with Y2 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into � v ►ii 8D COMMON (SUBFLOOR) supports (see note f) W w floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. _ � _ foundation to the underside of the roof sheathing. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5 from the end of a. All nails are smoot'I--common, box, or deformed shanks except where otherwise stated. Nails used fair framin and sheathin � U Exce tions: dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall each plate section. Plates shall be protected against decay and termites. 9 9 Z P connections shall h �+�� minimum average bending yield strengths as follows: 80 ksi for shank diameter off 0.192" (20d common nail), 1.A fire-resistance rating of 16 hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a TABLE 1404.1.2(1) 9 9 90 ksi for shank diameters lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank diametters of 0.142" or less. w in accordance with NFPA 13. maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood d. 4-foot-b -8 foot or 4 foot b 9 foot anels shall be a lied vertical) ~ Minimum Horizontal Reinforcement for Concrete Basement Walls Y Y P PP Y W O R302.3.1 Su ortin construction. Where floor assemblies are re uired to be fire-resistance rated b Section R302.3, the su ortin joist construction. f. Intermediate surports shall be s aced 6 inches on center for a minimum of 48 inch distance from rid es, eaves and able end p W co PP 9 q Y PP 9 P 9 9 construction of such assemblies shall have on equal or greater fire-resistance rating. MAXIMUM UNSUPPORTED walls and 4 inch,.s on c anter to gable end wall framing. a Section 1314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT LU R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a WALL (FEET) ❑ self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. R602.3(5) 2x4 wall studs a' •6 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus cvn R302.5.2 Duct Penetration. Ducts in the arae and duicts enetratin the walls or ceilin s se aratin the dwellin from the arae shall be R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be 58 ANE N0. 4 BAR WITHIN 12 INCHES IG THE TOP OF THE WALL STORY 9 9 P 9 9 P 9 9 9 9 9 AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/ceiling assern:sly. 2x6 wall studs at 16 :^ hes on center with a maximum height of 1f0 feet shall support a maximum _J r � of constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. -� V 0 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY of two floor plus •sof/ceiling assembly. Exceptions: Where designed by in accordance with (accepted engineering practice or F• c� R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply R314.3 Location. Smoke alarms shall be installed in the following locations. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY where the ultimo'" design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with �_ 5.: with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 1. In each sleeping room. not more than 6 feet of b ibutory length shall have a maximum wall height of 18 feet when spaced at 16 inches on Z m shall not apply to garagre walls that are perpendicular to the adjacent dwelling unit wall. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. center and 20 feet, where spaced at 12 inches on center. � Z J 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 4. Smoke alarms shall be installed not less than 3 feet 914 mm horizontal) from the door oro enin of a bathroom that R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide owerla In at corners and Z v areas. ( ) Y P 9 TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls P P t PP P P P in 9 contains a bathtub or shower. intersections with bearing parts.has. End joints in top plates shall be offset not less than :24 inches. Joints in plates C7 0 o m R302.6 Garage ceiling: 5/8 type X gypsum board R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent MINIMUM VERTICAL REINFORCEMENT BAR need not occur over studs. Piates shall be not less than 2 inches nominal thickness and have a width not less than the - RE R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than placement of a smoke alarm xn a location required by Section R314.3. SIZE AND SPACING (INCHES) width of the studs. uJ �5�� AR 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & l�,G �O6Ek C -y R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and boired hole limitations for interior _U �N ti� XA 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 2. Ionization smoke alarms with an alarm-silencin switch shall not be installed less than 10 feet 3048 mm horizontal) from a (FEET) (FEET) Do not backfill witn any soil containing silt or clay. non bearing walls & figure 1602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie F- h� follows: permanently installed cooking appliance. 9 ( ) y WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers < r„�'� A z �1 1.1 Vertical) at the ceilin and floor levels. a to t2 specifications for engineered products. (figure R602.6.1) Y 9 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking W ��;` , � 1.2 Horizontally at intervals not exceeding 10 feet. appliance. e Z NR NR NR = E . y 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in 9 s 5 ® 4t NR NR () of ; 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will 10 s s ® 41 5 a 22 NR U) �2 810 l�L� Section 1302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. ❑ OF O 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free NEWS : passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section R315 Carbon Monoxide Alarms Locate vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than inch. : requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. OB NUMBER 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217. 2 0 Z R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. l O 1. Two-inch nominal lumber. 1315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the Ul \ 1�S 7 MODEL A, l � W v 2. Two thicknesses of 1" nominal lumber with broken lap joints. following conditions exist. Q SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. R a 5. One half inch gypsum board. V 8 ( M O D EL A Z 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. (� 7. Batts or blankets of mineral wool or glass fliber or other approved materials installed in such a manner as to be securely 915.2.3.1.1 Buildings constructed on or after January 1, 2008. W retained in place. yam ` � COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the TRUSS IDENTIFICATION SIGN 0) ^ 1 • Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of the following methods: F_ W N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ULTIMATE DESIGN TYPE CONSTRUCTION, PRE-ENGINEERED WOOD MINIMUM NAIL PANEL NAIL the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation W SPACING WIND SPEED V ult 2. A flashing of an approved elastomeric material. � (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 O MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage : v WOOD NOMINAL PANEL STUD SPACING than 6 inches (153 mm) below grade. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: 6" DIA. U °' SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE N1101.14 R401.3 Certificate Mandato A permanent certificate shall be cam feted b the builder or HERS Rater rofessional and osted REFLECTIVE RED � (INCHES) PfNEL SPAN (INCHES) EDGES FIELD CATEGORY ( ) (Mandatory). P P Y P P 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 4--) RATING (INCHES O.C.) (INCHES O.C.) on a wall in the where the furnace is located, a utility room or an approved location inside the building. PANTONE (PMS) 11187 0 V ani B c D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z V CL t COMMON 1.75 24/16 7/16 16 6 12 170 140 135 - Insulation and fenestration Requirements by Component 3. Other approved materials. N ( ) w A plastic pan shall not be installed beneath a gas-fired water heater. \ / V/ 8602.3.5 Braced wall Anel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL v O = o V L p P P P pP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE ~ � r CM 2 (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH R Vn WALL Section U101 Scope EFLECTIVE � -� V >N� - forces in accordance with accepted engineering practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. RWHITE W 4 r7 N� 1 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 F_ V)-2Z _ . MARINE (n R802.11 Rafter or truss uplift force. Section U102 General Definitions 1 4" Z ` `c'1p M For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2' / 0 Q Lu C cMo Span (ft) 12 18 24 28 32 36 42 48 N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the solar photovoltaic or solar thermal system. U o `2 4 P Y TRUSS IDENTIFICATION SIGN STROKE Uplift Force # 117 149 182 203 226 247 281 314 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such = r- co COMPLIANCE WITH 19 NYCRR 1264 ti � Increase x1.09 for Itch < 5 12. Increase x 1.5 for 24"o c spacing. Increase x 1.32 for 140 mph. roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to ❑ (� M p' / / P g P Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN U 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. M 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 U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN m N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE 0 accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. s aces shall be weatherstri ed and insulated to a level equivalent to the insulation on the surrounding surfaces. 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive ofP4 R702.4 Ceramic Tile. P PP q 9 mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) MATCHING SYSTEM(PMS)X187. d Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration SECTION 1265.4,SIGN OR SYMBOL 8702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of requirements of Table R1 102.1.2 based on the applicable climate zone specified in Chapter 3. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 M2 SECTION materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED TABLE R702.4.2 N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the P ( ) q ( ) TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR ;4 subfloor decking. composed of areas not less than 5 feet 1.52m in width and not less than 80 square feet 7.44 mz exclusive of access or set SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.2.9 down o 1 Basement walls. Walls associated with conditioned basements shall is insulated from the top with the basement wall U 103.4 Obstructions. Solar-read zones shall be free from Obstructions, including but not limited to vents chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD Y g � Y GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 down to 10 feet eel is r below grade or to the basement floor, whichever is less. Walls associated with unconditioned equipment. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. SIGN OR SYMBOL REQUIRED BY THIS PART SHAM BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 0103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336• CATEGORY C N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. construction documents. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE _0 NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole WOOD ROOF TRUSS SPECIFICATIONS: ~' and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in 0 TABLE R703.8.1 circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE D accordance with UL 907. positioned at the opposite load end from the input feeder location or main circuit location. Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (8402.4.1.1) p PP (load) p INTERNATIONAL BUILDING CODE. IX SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES Air Barrier and Insulation Installation MM 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � °'C 0e6h°') AEOVE1-0. ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. 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. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z 000/4 8'-O• 4'-B' 3'-O' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D (EQUATION 16-8) 0 1_4x30/4 B'-0' 5'-0' 4'-B' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. least one receptacle outlet is required for each car space in a garage. D + L (EQUATION 16-9) 0 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY P y (EQUATION 16-10 � LSx3.5x5/1B 10'-0' e'-0' B'-o" GAPS IN THE AIR BARRIER SEALED. E 3902,11 Location of GFCI outlets. All GFCI outlets must be laced in readily accessible locations. D + S ) LBx3.5x1/4 14'-0' s'-B' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + .6W (EQUATION 16-12) 0 ^ BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) u- Ln a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z ' J ` c. Minimum bearing to be 6'. KNEE WALLS SHALL BE SEALED. R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYUGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE Qii C) DOORS SEALED. WIUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. 1:18703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: ACCORDANCE TH THE STR INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. _J 1. Minimum of 4 inches 102 mm above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: [T] 1� ( ) FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION DESIGN LOADS: TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFFING OR BUILD UP LOADS AS REQUIRED BY 44 R703.12.2 Flashingat foundation. A, corrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR r , 9 ( 9 9 9 GARAGE AND CANTILEVERED TABLE 8301.7 ASCE?-10 , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25P1F TCDL ON AREAS OF TRUSSES THAT ARE NOTED r'1 plastic with a minimum vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS. PENETRATIONS DUCTS SHAFTS. UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSEROF L/360 OR .75". 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) GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION / and walls closer than 10 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS �1I RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING Rafters having slopes greater than 3:12 L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN Z Exception: Walls perpendicular to the line used to determine the fire separation distance. ) DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O THE DRYWALL. with no finished ceiling attached to rafters R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. construction for the steed angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A EXTERIOk WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. ^ , � wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and Ceilings w/ brittle finish 1_/360 3. REQUIRED BEARING WIDTHS. H !� w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WrTH STORAGE: 20 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage 4.3. BOTTOM CHORD LIVE LOAD. Q between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2 4 A Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. r ^ 8703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout P g g ( ) 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. m v J and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 4.5. CONTROLLING WIND LOADS. minimum tie size= 22 LIS gage. Minimum tie fastener = 8d common nail. Airs ace= Nominal 1" between sheathing & veneer. EAch recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from ❑ w 9 9 P 9 Exterior walls with flexible finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. O tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center horizontally and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple seismic provisions of code per 8301.2.2) 6. EACH REACTION FORCE AND DIRECTION. 24 inches on center vertically. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 Lintels supporting masonry veneer I L/600 1 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR > ,� 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 Includes soil classes: GW, GP, SW, SP, SM, Se, GM, and GC. EXCEPT WHERE SYMMETRICALLY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. section R703.8. Systems of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 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 Y 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 0i not be less than 3/16 finch in diameter. Weepholes shall be located immediately above the flashing. N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. =) N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall 1 TABLE R301.2(2) NOOMAa1M #XKSSC N60RCES IN THE TRUSS MEMBERS. F- be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Required Design Loads 'ZODEE MTRIENMENAATRUSS 1XVIO EDE]IMNIIIELOMOWSIG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF 8801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain q g THE INTERNATIONAL BUILDING CODE. drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. Y P Y P Y P Y All exterior windows and doors shall meet minimum wind pressures � zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F_ U /Z R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural'panels shall be labeled. with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) W R802.3 Framing details. Rafter„ shall be framed not more than 1 Inches (38 mm) offset from each other to ridge board or directly NI 103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe D + L (EQUATION 16-9) opposite from each other with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE j and not less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. U at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE ,'ESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 76.2 mm in diameter and greater and R-6 where less than 3 inches 76.2 mm in diameter. Supply and return ducts in other 20 S.F. +17.44-22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ( ) 9 ( ) PPY ceiling joists, such as ridge beams, hips and walleys, shall be designed as beams. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 50 S.F. +16.3 -20.0 +19.0/-23.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF 1_/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 1_/360 OR .75". 8802.3.1 Where ceiling joists or rafter ties are not proviided, the ridge formed by these rafters shall be supported by a wall or girder where less than 3 inches 76.2 mm in diameter. 100 S.F. +15.5/-19.0 +18.0/-22.0 designed in accordance with accepted engineeriing practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. wood roducl.s. Cuts notches and holes bored in trusses structural composite lumber, structural glue-laminated N1103.3.2 R403.3.2 Sealing (Mandatory). Ducts air handlers and filter boxes shall be sealed. Joints and seams shall comply with either Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 8802.7.2 Engineered p P 9 ( ) g ( ry) PY DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: adjustment coefficient in Table R301.2(3). 1. DEPTH, SPAN, AND SPAC!':U. members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Plus sign signifies pressures acting toward the building surfaces. recommendations or where the effects of such alterations are specifically considered. Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION B ALL JOINTS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be Exceptions: 3. REQUIRED BEARING WIDTHS. supported lateral) b solid blocking, diagonal bridging wood or metal or a continuous 1 inch b 3 inch wood strip nailed across 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. PP Y Y 9. 9 9 9 ( ) Y P 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.2. TOP CHORD DEAD LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall 4.3. BOTTOM CHORD LIVE LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and 4.4. BOTTOM CHORD DEAD LOAD. r - r- � eo Connect with tecos for (header joist spans of 6'-0" and greater. button-lock types. ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. � N N rl Cli OR N110333 (8403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. C4 c"' °O c`i . . R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 6. EACH REACTION FORCE AND DIRECTION. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) A.F.F. ABOVE FINISH FLOOR 7. JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR P P 9 DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED (E.G.,( � ) or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). ADJ. ADJACENT/ADJUSTABLE EA. EACH LVR. LOUVER RNG RANGE EXCEPT WHERE SYMMETRICALLY Section R807 Attic Access Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance A.F.T. ABOVE FINISH TREADEXPANSION JOINT JL.T.E. . LAUNDRY TUB R.O. ROUGH OPENING LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation ALUM. ALUMINUM R. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. methodologies. MAS. MASONRY R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a ELEC. ELECTRICAL 9• CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Trim)vertical height of 30 inches (762 m) or greater over an area of not less than 30 square feet (2.81`1`12). RNID ROUND ANCH. ANCHOR z). The vertical height shall ELEV. ELEVATION 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 < ANGLE MAT. MATERIAL be measured from the trop of the ceiling framing members to the underside of the roof framing members. EQ. EQUAL .C. SAWCUT 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City ARCH. ARCHITECTURAL MAX.� MAXIMUM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have EQUIP EQUIPMENT MDO SCHEM. SCHEMATIC PP PP 0 AT MEDIUM DENSITY OVERLAY hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 EXP. EXPANSION SHS SHELF * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING Z automatic or gravity dampers that close when the ventilation system is not operating. MECH. MECHANICAL z z z z z z inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHT. SHEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL O O O O O O attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing Lighting S Section N1104 (8404) Electrical Power and LigSystems BLDG.. BUILDING EE. EACH END SIM. SIMILAR DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING V5 V5 a7 U5 V5 07 w Cu w BTM BOTTOM F/C FLOOR COVERING CHA members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. BM BEAM M.D. MASONRY OPENING S.S. STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: � N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MTL. METAL STL. STEEL FLOOR MN N UCTED 0 US - P -W RFORATED MEMBERS. � � W o_ NGE Section 8902 Fire Classification be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy gLKG. BLOCKING STRUCT. STRUCTURAL MATERIALS: DRAFFSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. lamps. Exception: Low voltage lighting. F•D• FLOOR DRAIN N.I.C. NOT IN CONTRACT m R 902.1 Roofin coverin materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C P P gBRG. BEARING SUSP. SUSPENSION 9 9 EDN. FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 BRK BRICK FT_R. FLOOR SGD SLIDING GLASS DOOR N feet 914 mm from a lot line. Class A, B and C roofing required b this section to be listed shall be tested in accordance with Section M1305 Appliance Access BSMT BASEMENT SQ. SQUARE Q ( ) 9 q Y FP FIREPLACE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF N UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and CENTER LINE D.C. ON CENTER TOWEL BAR r1_ F.R. FIRE RATED TB METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the C.M.U1. CONCRETE MASONRY UNIT FRM FRAME OPER. OPERATOR T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK roof covering shall be tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide C.J. CONTROL JOINT FT. FOOT FEET OPNG. OPENING TOP OF GRADE SLAB 762 mm b 762 mm shall be provided in front of the control side to service an appliance. / TGS TRUSSES SHALL S M B Y TO I IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOOD MEMBERS CLAMPED IN RIGID photovoltaic panels and modules shall be installled in jurisdictions designated by law as requiring their use or where the edge of ( Y ) P PP• COL. COLUMN FTG OPT. OPTIONAL TOP OF FOUNDATION WALL FOOTING TFW FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. V)the roof is less than 3 feet (914 mm) from ,a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD Typ TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS Il_ 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 enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and CONDI. CONDITION GA GAUGE OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN Z wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. CONT. CONTINUOUS G CV• GALVANIZED 1/R ONE ROD TR TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS E--� 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, GENERAL CONTRACTOR TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION CD / P P y Carry M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONSTF. CONSTRUCTION 1/S ONE SHELF TRPL (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE W GEN. GENERAL POURED CONCRETE 0 O min 4 typical. Apply Ice 1k water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit than 18 inches (457 mm) above the floor in garages. CTSK. COUNTERSUNK PC CONNECTED WOOD TRUSSES. CO YP PPY P g C.O. CASED OPENING G� GYPSUM U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A _J p or higher. Ice rotection requirements per table R301.2(1). Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes 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 PBD. PARTICLE BOARD W g P q Pg P y P CANT. CANTILEVER G.L. GLUE LAM REGISTERED DESIGN PROFESSIONAL less than 4:12, entire roof` to receive ice & water shield. every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system PL. PLATE CONTRA=R IS RESPONSIBLE FOR THL U iu shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code C.T. CERAMIC TILE HGT. HEIGHT VERT. VERTICAL pY PY PNL. PANEL VERIFY IN FIELD F F LTJ w t- R 905.2 Slope. Asphalt shingles shall be used only Orn roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof CEG. CEILING HDWR. HARDWARE V.I.F. ��tl�� f�E��f�Q @�j �� Q(��F�LFt�I�. ' � section M1506. HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER 0 slopes from two units vertical in 12 units horiizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double C.M. CROWN MOULD M 1506 Exhaust openings: A minimum clearance of 3'-O" is required between air exhaust terminations and openings into the building. PF. PREFABRICATED 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 20116 NYSRC. Z underlayment application is required in accordcnnce with Section 8905.1.1. C.R. CHAIR RAIL HD.WD. HARDWOOD W/ WITH R 905.2.5 Fasteners. Fasteners for asphalt shingles shall[ be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 M1507.4 Minimum required local exhaust rates for one & two family homes. HR. HOUR PR. PAIR WD, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. CSI9 o 0 105 inch 3 mm shank with a minimum 3 8 inch diameter 9 5 mm head, complyingwith ASTM F 1667, of a length to Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. D DRYER HDR. PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. C0 '�-' gage L ( )) / ( ) 9 PENNY HEADER / W.W.F. W o penetrate through the roofing materials and not less than '/+ inch 19.1 mm into the roof sheathing. Where the roof sheathing is Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. 0 [�] z P 9 9 ( ) g g DBL. DOUBLE PSF POUNDS PER SQ.FT. WINDOW 5. Alla applicable state & local codes ordinances and regulations if an co less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW PP' g y. P.T. PRESSURE TREATED Z W 6. In areas where the drawings do 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 G2415.7.1 404.7.1 Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the INGR. IN GROUND g not address methodology, the contractor shall be bound to perform strict compliance with ❑ g 9 9 p 9 ( ) P SI 9 P P 9 9 9 DIR. DIRECTION � inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof piping is located less than 1 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN DOWN INSUL. INSULATION QUAD. QUADRUPLE manufacturers specifications and / or recommendations. co or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend DR. DOOR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all tri W I.S. INSIDE CORNER REF. REFER TO REFERENCE discrepancies including an dimensional conflicts, immediate) to architect for corrective measures riot W the vertical side wall, the vertical leg of the fllashing shall be continuous under the siding. Where anchored masonry veneer is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes DW DISH WASHER RMS. ROOMS p g Y Y prior to construction. � � provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not DWG. DRAWING JT JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. I= } provided in accordance with Section R703.7.2.2. less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. Z m 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 member. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, ;� w overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than I/a inch (6.4 mm) below the roof sheathing G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. the contractor shall promptly report it to the architect for proper adjustment before proceeding with the; work. Z g I v and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof 16 gage) 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, th6ir construction shall be of the (9 0 D co deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installedGRAPHIC SYMB0LS same character as for similar conditions that are shown or noted elsewhere on the construction document set. - .. ... . .. . . . . .. . G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (n . .... ..... . .... . . . ....... ... .......... over the drip edge along eaves and under the drip edge along rake edges. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and Q �O (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - R suppliers recommended installation procedures. (j G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally STRUCTURAL CALL. REFERENCE �G .��r q'Q R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section 81001 and the applicable provisions of Chapters 3 from or 1 foot above an door, operable window or gravity air inlet into an buildin The bottom of the vent terminal shall be ® 13. The architect has not been retained to perform framin ins ections and or field ins ection. The atrchitect is therefore not res onsible U Q \R0 r_. rC C' and 4 of this code. y P d Y Y g• XX for an and all conflicts including weatherazation water roofing and framing/with respect to the construction documents. P W 1 I, $ ti� located not less than 12 inches above finished ground level. DETAIL REFERENCE Y 9 proofing 9 P � r:,, F 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 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 XX � PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS'), 8 .', e,- Cn than 3 feet above the highest point where the chimney passes through the roof. FLOOR FINISH CHANGE / ;�;;; 4 m n from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST (PLACE A STAMPED WARNING ON THE _4 hour shall be installed with a 9 inch vent termination clearance. SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED � '�. Section 81004 Factory-Built Fireplaces 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 # DOOR HARDWARE TYPE ARCHITECT, TO ALTER AND ITEM IN ANY WAY. (.� \ ~ R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory from any air opening into the building. O / ��',;.rY ! built fireplaces shall be tested in accordance with UL 127. .XX _ _ _ XX BUILDING SECTION ❑ G R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace Section G2439 (614) Clothes Dryer Exhaust XX XX 0 Q�` system has been specifically tested, listed and labeled for such use in accordance with UL 127. PARTITION TYPE E�/Y R 1006.1 Facto built or mason fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room G2439.1 (614.1) Installation. Clothes dryers shall be exhausted In accordance with the manufacturers Instructions. Dryer exhaust systems ........ .. ........ .................... Factory n PppY P P shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the JOB MBER is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections 81006.1.1- 81006.5. building. Energy Efficiency G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 2 0 1 6 0 2 3 for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the UNITS R�N11Al ) 01.10.1.1 (R303.t.j.1) Blown or sprayed roof/(ceil�g insulation. The thickness of blown in or sprayedyroof / gelling insu(tion ()iberglags or manufacturer's instructions. 8 7 (MODEL VIL 0) cellulose shall be written in inches mm or markers that are installed at least one for eve 300 square feet 28 mz throughout SHEET NUMBER the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings 2 numbers not less than 'I inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam p2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric thickness and installed R-value shall be listed on certification provided by the insulation installer. P P 9 P P P 9 pp 9 pP CL material shall be installed in manner that prevents water entry into the building. he vent rfla pipe into the opening to pipe serving 8 8 (MODEL A Z as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal Ur cross-sectional area of one pipe size smaller. W r""`-," 2 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, H 66-W X V MIN. CONNECT KING 5TUA5 TO TOP PLATE ATTAGi TO EACH PAR ROOF FRAMING WRAP I-I/4"X22 6A 6ALV.COIL STRAP Z 66-V X it MR 6F OPPOSN6 RAPPERS ATPALtt TO EK.FI PAR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb � � 2x A00 LEDGER H/2-3/8"x5" LAG DBL TOP PLATE 6RIOPPLE STUDS v OF Or'POFw RkTM RDGF � R06F RAFTtR, BOLTS e 16"OG INTO STUDS O 1 , � ` 6M PLAN PIINJ 2X BLOCKING 9� 6 A35 a E STRONG-TIE Z r 11 A3s® EVEZY RR AT 2 END BAYS 2X4 STUD WALL OR 6ABLE END MISS - 5N 6r� -TSE Ftf 5TH SIMPSON STRONG-TIE GEILIN6 J015T OR IN ST AB � _O TRU55 BOTTOM CHORD 51MP50N H2 GONNEGTOR 0 EA. ' F- L SIMPSON 51RON6 TIE HI2 8D NAILS SIMTYP. 8d NAILS 1YP. RIX#.STRAF'S SNA.L.PE ATTAW TO EACH PAR GF OPPOSM RAFTS. ALTERNATE TO RIDGE STRAP: HH3® EVERY RR RAFTER TO STUD AND KIN65 U � '*�' ami FOR 115E WBd STNS AND USE IN GOPBINATION ONLY Wf�l 51Wr AND � :RPEE STRAPS ARE NOT' rhEN CCLt1R TES OF PROVIDE 2X4 COLLAR TIE AT (WEEN ALIGNED) V > •C N tNCMPw. pli 62 2>G4 LlME6t ARE LOCAT®M TRE L(1'6t TURD Gf Tit UPPER THIRD of THE ATTIC SPACE � � �N� ATT1O SPADE AND ATPACty TO EAGft PAR&T RAPPERS W/"d W15 W/4-I0d AT EACH RAFTER) G5-22 STRAP AT F- y 'RAPTt=RS ALIGN -RAPIERS DO NOT ALI6N EACH STUD,SEE � '� m"Z - L5026 FOR 2xb LS026 FOR 2x8,2X10,OR 2x12 DETAIL 4 Z V ` N� O L �a'-o Cl) U Q w cn �a FAMED 6 ❑ U = ti N a�COo Wil OR 0 M RID GE STRAP DETAIL / -RIDGE 5TRAP DETAIL LU28®EVERY GAJ TIE 2x4 OR 16 O G °R°°°R (FOR CATH.ae5_ MATELAAT UT LLAR TIES) / (WITH OR WITHOUT COLLAR TIE-5) 7 NO SPECIAL FT nz. 2x T 0 LEDGER W/3/8`x5"LA6 STRAPPING TO BE 1-114"X22 6A CANNEGTORs REQ N.TS. N.TS. LOCATE AT EVERY RAFTER BOLT® I6 OG INTO STUDS IN THI5 AREA „ '- 5MP5ON SfI�NP� 5MP50N STRONG TIE LT5 TE tt6 / 6ALV.,5ff DETAIL 4101.ALL STRAPPING *N� �TOu�riuw."v rMPI" // PORGH ROOF GABLE END WALL TO BEAR A MIN.OF 10"oN FRAMING. 8D NAILS TYP. / POR u5E WLSTYP. Aim 115E IN GO OM WN ONLY W@1 STUD5 AND I O STRAPP I N05 DETA I L i I DETAIL T TTIG ALIGN ,RAF PERS DO NOT AL16N "� w.TS. Z O STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL q/DI(ONE STORY)OR ONTO 57LV U AT WALL BELOW(TWO STORY) ROOF RAFTER HURR I DANE T I E5\\\ ' • • • I N.TS. LOCATED AT EVERY ROOF RAFTER \ Z •• fn IN, ATT I G o I5TRAPP I NC DETAIL l SAN PO�r r,M i2 FOR FRAME GONNEGTI ON5 W /� ' WE Wir-A AT 6NDS ILL Ln • DI PLT5. � 2ND FLOOR / S FROM Z / STRAP /_M Nx)2x PROVIDE 3"X3/(b'X3"WASHER PLATE AT ALL ANCHOR BOLT5 KINGd5TUDENTOILHEADER ❑ / WC490 5ECURED BY HOOD SILL PLATES. J / GOLUMN P05T TOP ANGHOR JL5 SIMP50N PAB OR 58 ANCHOR BOLTS MAY BE USED IN LIEU of THREADED ROD W/WASHER PLATE. �+y BD LI NGT" / LOCATE AT EVB2Y COLUMN 61RD®2 GONP6GTION H/2 LP� f N.TS. PROVIDE 3'X6'X036'6ALV.STEEL PLATE MY _ r MN /I / BD GP 5M 6-BD NAILS AT CORNERS AND INTHZ5EGT1N6 ( EEL RATE W IL)LJmni(PYP) I l T -`��NALS 12-80 NAILS AT BUTT JOINTMR IN S IN 5TRA16HT SIhB'��ON L5TAI2 STRAP W/ CLEAR SPAN \ I -f q WAI-1-5 W-E PERE SINGLE PLATE OR HEADER 15-I00 NAILS EACH END AT 2X6 KING STUDS NAN)i NEAGH JAGK STUD l ONE AT SPANS LIP TO 6 FEET CUf LBN6Tt1 \ � 24'MINIMJM LAP SPLICE PRDVDE MN BD TWO FOR SPANS 6 TO 12 FEET O w F-MIZ 5/8"� /301 ROD THREADED b"BOTH ENDS. THREE FOR SPANS 12 TO Iv FEET 2X6 JACK STUDS NON): P1579a 6F 12-160 MN.NAILS�� " 3/4'AND I"RDD AT 51MP50N STEEL STRONG WALL,SEE PLANS ONE AT SPANS<6' T�. 13.0 LMTH 15'T FLOOR NAILS AT ALL SPLICES TWO AT SPANS FROM V To 12' F- THREE W IL MN UNLE55ANOTED OTHERWISE ON PLAN SIMPSOO POST BASE 2"X3/a X3"WA5HER PL W/NUT EACH 51DE (4)NNS MN.N ABU44 OR ABU66,SEE PLAN Q (t'NAILSumn IN 05-22 COIL STRAP I UPPER 5TOR( SHEAF m (� l WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO FLOOR TIES I l - -- .• :. BELOH CONNECTION Q 4 I FOR SET BACK WALLS HDU HOLD-DOWN5 AND 5TRONC WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGT'ION N.TS. LOCATED AT EVERY STUD \ 1/20 HOOKED ANCHOR BOLT IN T' \ FOUNDATION MIMMUMBNTOREXPANSION 13 N.TS. 14 15 I6 U N0 \ BOLT W 5'MINIMUM EMiBIH)MENT PITS. PLTS. ALTS. COL STRAPS LIM 5F5PW WfflF:14d CGAMGtJ(0.I1 x 2s'LONG)NAILS. I \ COL SnWS Odt3R SHEAT"PRATE,Vd 60&"(49A x V LM)NN 5. I \\ m \ COLUMN POST BOTTOM ANGHOR \ 6 PLTS. LOCATE AT IEVLRY coL.I1Mw eIRD�coNt�cTtoN " ALLOWABLE HOLES - To ur V&I&,Nac SD NAIL®6 OIG AT ALL PANEL EDGES " r , \ PP&M 6d N45 TM WAD " IbD NAIL®24 0/G LVL Headers and Beams Z �••/ I As H$t WFfM 51MPSON HGP HIP HIP ��RAFTER, IGD NAIL®24 0/G SFIEATHIN 3f6'05B OR PLYWOOD W Microllam® LVL � Raa'I CORNER TIE INTERIOR 1.3E TimberStrand® and NOTE:WHERE 24'WIDE MNIMRI FILL HEIGHT (�NILS MM N LSL hole zone Parallam®PSL 2 x diameter of the WAIL RETURN 15 PROVIDED AT ENDS OF I 12"LBN6TF1(TYP) IF hole zo largest(hole(minimum) Y depth () BRACED WILL LINE THE b"HOLD"MAY I I' Q BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MINI Ir ` SD NAIL a 6'O/C, SIDE)05-22 STRAPS PER DETAIL 4 IN LIEU OF I °IM&'5oN BP WASHER L13J6Tt1 twNPL) `:� o o AT ALL PANEL EDGES INTERIOR d - L5TA36 STRAP5 SHOWN IN THE DETAIL NAIL SHEATHING TO T T I SILL PLATE WV ed 21:AGQ SILL PLATE. DOUBLE o - I NAILS a 4'0/6 SILL AT FUEL BASEMENTS EXTERIOR GYPSUM BOARD o 0 0 J 1'MINIMUM 5/8 DIA STEELAFY'HOR - - - -- SD NAIL® 12'0/G AT ALL Microllam® LVL and fOLTS MAX 2'-8"O.G.. Ix W RAT VALLEY Parallam®PSL EXTEND BOLTS MIN 1'INTO GS-22 COIL STRAP to lt�TO IWTBt MEMBERS NOT AT PANEL EDGES I allowed hole zone FOR WITH T16HTENED NIT t 3'x 3'WASHER To EACH BOLT. -L5TA36 W/10 IOd NAILS PROVIDE TERMITE SHIELD 51LL (2)1 x i ALQ 5MF"50N LTP4 PLATE NIAlJ3?TO e►,fsm cm s ww 15!32"055 OR middle)3 span •4 CONTINUOUS BAR SEAL AND MAINTAIN 8'MIN. SILL PLATE RM AND 5LL PLATE 0 W0/G Ar��ft� PLYWOOD SHEATHING IN51DE CORNER OUT5IDE CORNER LOCATED 2'TO 6' VkLEY JW Nr6t�tTs. d 1.3E TimberStrand® LSL allowed hole)zone d r- � r_ NTO STUD ABOVE AND FROM TOP OF WALL FROM Yd7 TO FINISHED GRADE NAL AS PER TWE M WF,6 N PLAN VIEW PLAN VIEW BELOW(2 EACH CORNER) Tall=Zo" NO1S` General Notes a N N � N .- .- o0 SEE FOUNDATION PLAN COIL STRAPS UNDER HINSPSHEATHING,PROVIDE:bd COMMON(03' x 25"LONG.NAILS.COIL EXTERIOR WALL TOPMAXIMUMo N CO CO N STRAPS OVER SHEATHING PROVIDE:lod COMMON(0.131 x 3'LONG)NAILS. EXTERIOR CORNER HEADER HOLE SIZE ND � headers and beams suitable for uniformly loaded Y CORNER GONNEGTCjRS � TYPICAL ANCHOR BOLT STUD TO RIM J015T TO SILL PLATE STRAP IP NG DETAILSE YAILLEY PLATE HIP CONNECTION WALL FRAMING 43/a" 1" • Round holes only 5Yz" 1%;' • No holes in cantilevers. -f n ST p 7Y4"to 20' 2" • No holes in headers or beams in plank oriientation. 1 t:/ LOCATE AT EVERY STUD N.TS. I� HtTs. 18 N.T.S. 22 N.TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill N.TS. LOCATED AT EVERY GORN®2 N.TS. LOCATION A5 NOTED N.T5. holes in headers except as Indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES(BHI.)ARE REQUIRED IN EAGH DIRECTION OF A WILDING. BR-15 SHALL NOT BE 5PAGED r� z z z z 0 z MORE THAN 60 FT APART. WALLS WITHIN A D&SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL. BNL LOCATIONS ARE NOTE TO r5��POt�1�f W�T��I I � �DTo T6P GFPoPONt�'WALL rFmIi I I O_ O_ O O_ O_ O_ INDICATED ON FLOOR PLANS U U U 5U 5U 5U - �,1"P�x�I DPTIZ t1G1D0AM AT ff�-W�'P i�RKED 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I Cli Cu fi l WALL tT0 rIZ H (TYPE Al 66 115 RWAaP A BRACED WALL PANEL(BHP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BNL. THE 015TANGE BETWEEN ADJAGENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ®Q AT L DV WN1_PETALS G MD A EDGES OF BWPS SHALL NOT 13E GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BW ON EACH BWL EXCEPT AT ® HALLS( 16 FEET LONG MAY HAVE ONE 48"OR LONGER BHP. BHPS ARE TYPICALLY 65-H5P SHEATHED BRACED WALL PANELS �O ® 6-0 NAILS AT MTIZ (TYPE A)OR 6YP50M BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A 3 I/2'WIDE LVL aIT511 2(SEE FLAW o AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. GON"NUOUS TO OUT5UDE OF PANEL N ® BNP TYPES ARE INDICATED ON FLOOR PLANS. /� Q ® �3/8'0 THREADED ROD z Z (♦ 'Z ® G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(T(PE A)SHALL MEET z NOTE,WHERE 24'WIDE MINIMJM FULL HEIGHT THE MINIMUM LENGTH REQUIREMENTS OF TABLE RbO2.10.5. NAIL 7(v"MINIMUM HALL CONTINUOUS RV4 MIN DEEP HEADER TO 1- CONTINUOUS IV4"MIN DEEP HEADER TO WAIL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 6d NAILS®6"O/G(ED6E5)AND 12"0/0(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE FLAW OUTSIDE KING STUD(5E PLAN PAPS SCE � G5+6P BRACED WALL LINE THE 800► BLOGKING AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND 14OLOOM FASTEN J'SHEATHING TO HEADER W/ FASTEN J'SHEATHING TO HEADER W/ Z HOLDOWN MAY 13E ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED HALL LINES THAT DO NOT HAVE a 8D HAJL5 a 3"O/G IN EACH DIRECTION a 8D NAILS a 3'O/G IN EACH DIRECTION HAL MIN PANEL W EITHER A 24"MINIMUM FULL HEIGHT HALL RETURN OR A 48"MINIMUM BWP. UJI SIMP50N L5TA24 STRAP ON BOTH SIDES AND � 1LI 5HP�50N LSTA24 STRAP ON UNSHEATW D HEIGHT(FT) WIDTH'L' TRIM TOP OF PANEL A5 IREflb � � EACH OF HEADER TO JACK STUD W/I6-I0D NAILS FACE W/Ib-IOD NAILS ' TABLE R602.105 MINIMUM LENGTH REOUIRETIENTS OF GS-W5P z 9 32' b-114"505 SiCREW5 Q W m GONTINUOl15LY SHEATHED BRACED HALL PANELS FASTEN TOP PLATE To HEADER W/2 H FASTEN TOP PLATE TO HEADER W/2 WALL AJACENT CLEAR MINIMUM LENGTH OF O ROWS OF Ibd NAILS a 3b/G ROWS OF I6d NAILS a 3'O/G 10 8" PORTAL SIDES N STRAPS NAWIJ 11 LU HEIGHT(FT) OPN6 HE169 BRACED WALL PANEL (2)JACK STUDS MIN.OR PER PLAN 12 42' W Lu iu W JACK STUDS MIN.OR PER PLAN R ` W '-SIMPSON CNNN COUPLER NUT <64' 24' OO O BLOCKING AT PANEL EDGES SIMP50N SWSB STRON6i14U 5B Z ��// U U $ 64"TO 80' 32' BLOCKING AT PANEL EDGES BLOCKING AT PANEL E06ESI Q . " PANEL SHALL HAVE A LENGTH 1 OF NOT PANEL SHALL HAVE A LENGTH'LOF NOT C7 Z 80"TO qb" 36'* H H <64 ZT GYPSUM BOARD 6B"BRACED WALL PANELS(TYPE B)SHALL BE � IX LESS THAN Ib'FOR ONE STORY AND 24'FOR PANEL, PANH IZ IPl IIMHB 3/8'0 ANCHOR BOLT OR q b4'TO 80' LU 30` 48'MINIMUM IN LENGTH ON BOTH 51DE-5 OF HALL PER TABLE LE55 THAN S'FOR 8 FT H10 FT K FOR 9 ' ADHESIVE ANCHOR g F T WALL,AND 20'FOR A 10 FT WALL 5� S FIRST FLOOR OF TWO STORY APPLICATION. � NOTE:DETAIL APPLIES'TO W f^�. O 80"TO q6" 41' R602.IOS. 5EGURE Ys'GYPSUM BOARD WITH 6d COOLER NAILS, � PLAN FOR ACTUAL LENGTH. � SEE PLAN FOR ACTUAL LENGTH. � BOTH ENDS OF HEADIER Q F"�'� Z <64' 30' .0415"X IYe GYPSUM BD NAILS,OR.098"X 1%'ANNULAR RINGED 1✓L IF WIDTH TO HE16HT DIMIBSION5 ARE IF WIDTH TO HEIGHT DIMENSIONS ARE W • 10 64'TO 80' 30' NAIL-5®'1'O/G(EDGES)ANDl"O/G(FIELD). BLOCKING 15 NOT EXCEEDED THEN DETAIL'F"TO BE USED. EXCEEDED THEN DETAIL f'To BE USED. IL �� ❑ < • r 80"TO 46" 38' REQUIRED AT UNSUPPORTED PANEL EDGES WHEN PANELS ARE �• (V INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL - BOTH IOPEN N65 THEN MCONTINUOUS HEADER IDSDLEE WALL vii •Partial credit for awls 36"to 48"wide 8602.10.5.2 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. X TYP I GAL HOLDO.WN DETAIL AT P ONE JACK AND KING 5Tl1DS ONE JACK AND KING STUDS BRACING IS NOT REGlb 'L° EQUAL Q}A2 TO CONTINUOUSLY SHEATHED WOOD H- FASTEN 1/16"SHEATHING TO EACH STUD FASTEN 1/6"SWATHING TO EACH STUD T1,0 aN STUDS �--� A STUCTU RAL PANEL "CS-NSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B u- AND SILL WV 8D COMMON NAILS a 3'DAG AND 51LL W/8D COMMON NNL5 a V 016 z m FRAMED FLOOR O FASTEN T/Ib'SHEATHING TO STIR NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - AMD SILL W/Od NAILS a 4'o/G i N.TS. PORTAL DETAIL"G'ONLY APPLIES 51MP5ON HDIb H OLDOHN W/14-1/4505 SIMPSON H OU2 HOLD"W/b-1/4' TO 2 FT TO 18 FT WIDE OPENIMI65. 9C 015 IN DOIALE END STUD SDS SCREWS IF NO FT.00R ABOVE. Ur TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HEM HOLD"IN 10-1/4'50551T WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRAGIN6. 2-1/20 AW"BOLT OR EXPANSION SGRB 15 IF FLOOR ABOVE. PANS TO CR DIRECTLY 11 TOP OF - CONCRETE FouNDATTON wNALL 0 SIMPSON DTTIZ HaP M�AT 65-W t�ftAOED HALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2'X'b'PL WASHER 1/2'0 ANCHOR OR EXPAN510H BOLT W OBE ADJUSTNENTT STORY CONDITION ADJUSTMENT Q Rr WALL EH'PANELS(TYfE A)HPU AS REQUIRED OVER �F, CONT BASED ON SUPPORTING FAGTOR t4 BAR COUNT IN TOP OF CONCRETE NR4 BAR GONE IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR EXPANSION BOLT (� Cy ® AT DRAG WALL PETALS 0 AND P. STORY BWL SPACING METHOD 6B CONCRETE „�TIE F ® SHEATHING EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION F'- ,T c 01 4D , , , EXPO5URE CATEGORY ONE STORY D 15 FOUNDATION FOUNDATION #4 BAR CONT N TOP AND BOTTOM Q Hca,, � � � S IOD MALS AT DTTIZ m TOP 10 2.5 55 PAB5-18 ANCHOR BOLT OR YW�EA� OF CONCRETE FOUNDATION SIMPSON SWIDX24 OR PABT-18 ANGHIOR � o' z EXPOSURE CATEGORY TWO STORY G 1.3 .• 1 EXPOSURE CATEGORY TWO STORY D I b EXTEND WALL SHEATHING OVER RIM 1015T RDD I V WASHER PLATE,SEE DETAIL 15/71 BOLT OR Ye'THREADED R(OD, W ® TOP 20 5.0 IO.O PAB5-18 ANCHOR BOLT OR Ve THREADED ® TOP 30' 7.0' 145' ROOF PAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE OVER ROD W/WASHER PLATE,SEE DETAIL L5/DI SHE=DETAIL 151/01 U FRAMED KAJ_L PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENIN65. Cl) �610 ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTTRIBUTING LENGTH OF 48'TOWARDS RbO2.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL RAS TOP 40' q.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WNL TO BE CONTRIBUTINS LENGTH OF 48'TOWARDS R602.102%)MINIMUM LENGTH TO 3WHDETESTR REGJJII ZE AM ENGINEERED �� TO ❑ ME W Y O� FOR ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 M ON RBST FLOOR APRJCA710N1 OFLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LIMES. ACTUAL HORIZONTAL DESIGN IWdND LOAD AND CONDITION TOP 50 11.0 23.0 ROOF SAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ............................................ ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP bo' I3.o' 2T5' WALL HEIGHT ANY STORY 8FT O.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL J UMBER XWO ANCHOR BOLT OR : : : WALL HEIGHT ANY STORY q FT 0.45 ADHESIVE ANCHOR BorroM of 2 l0 5.0 l05 HALL HEIGHT ANY STORY II FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F . 2016023 HALL HEIGHT ANY STORY 12 FT 1.1 4:'°? d'°b:•�° BOTTOM OF 2 20' q.0' iq.0' x,• a ::9 . NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 4. E NOT TO SCALE PER FIGURE 8602.10.6.1 F NOT TO SCALE PER ENGINEERED METHOD W •o• b g".: :. � , � OF Bit PER PLAN DIRECTION AT STORE 3 1.3 °O BOTTOM OF 2 30 13.0 215 Nle OF Bit PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER , HE MBER OF BWL PER PLAN DIRRAON AT STORY 5 OR MORE Ib BOTTOM OF 2 40 1 1. '".D ('21BRACED WALL PANEL DETAILS GYP BD FINISH OMITED FROM IN51M FACE OF BWP 1.4 HOLDOV�N OETA I L AT SLAPS BOTTOM of 2 so' 2I.o' 44.0' APPLIES TO METHOD C5-H5P ONLY Z 2O PI.TS. 60' 25.0' 525, GYP BD FASTENING ANY STORY 410/6 0., p_, NOT TO SCALE UNITS 87 (MODEL A l & 88 (MODEL A - BOTTOM OF 2 APPLIES TO METHOD 60 ONLY (n W Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F_ ^ , Z W E if U cm.VA"U X,KINb TIP.EXR3ZIGR wALL QD 1 xA"cUTR166EfL5 Ib"OG.- 2 FR*v SOFFIT Z c A k O moi/ o `m to 1g, tc LA j + ■� U > = rn BIOSES TO AL16N (2)1 xb"GIaKIN6 1 DF7�fL CLOLKdxbx8 +� N} RID6E VENT PY"FYPOlf OR EgLK c `ISZ u� RIDGES TO ALIGN b b I"xe TRM 0 ca RI96E VERTQ W 2 4 TYPICAL ROOFIN6- I"xb"FASGU U = `p y co H16+1CEILING BEYOND URAL ARCHITECT5HIN16LE5 ❑ P- 00 150 FELT RVERIAYMENT I/2"PLYWOcfl 5Tf�1T1 tlNlb (� M 12 b'AZEK TRIM V2'PLYWOOD SHEATHING I"x c TRIM rr�n b•AZEK TRIM 10 HARDIPLANIK V = DENTIL BLOCK#I7TE B6xbx8 HORIZQNTAL SIDING 12 '- BY TYPON'OR EQUAL 6'AZEK TRIM � � IZ 12 ABY TYPO OR`EQUAL 1212 6'" TR'MGABLE END DETAIL�r _BEDRAOM GHTT 'cm 15c 8'AZB RAKE Bo W/ i N.T.S. AI(r/)12 -Ili III I I'x 6'AZEK b'AZA 1IN 3'AZEK TRIM(TVP) 'I` Z b'H16H BLIND III III I 1111111 I Jill FF 6'AZEK BD W/IN 3' I III Hilill it AI �M v = b'NIGH BLMD 6'BLIND FLASHING 'c� (� FLASIHIN6 TRIM(TYP) "'ROOF BREAK � 12 Q 6'HIGH BLIND Q FI.A51EIN6 � ROOFING 0 BEYB3RC a FL°SHW6 — — STANDING SEAM 4 Ix8 FAWA BD. - METAL12 PITGH ROOF U) _ x Z Ix8 FASCIA BD. 4 � � BEDROOM M2 PL HT Q 8'AZI3; 11 1 11 111 ALIGN b'BLIND DEN PL — LINES FRIEZE BD. FASCIAS :.._FL�5HIN6 7il-0. I,-0. U 1 O' ... . . __Mn..... OH. OR TTI-11JI L H) OH. , ^ u J 8'E EID. OR FRIEZE BD. 1 i � � OH. OH FRIEZE W. � I �' . 4 II II Q 4 - -� 1I I I = � v Q GIRDER ® � - " I 4 4 Ix AUK TRIM ii' g Q I I I I -Q I � II II Q II II ry II II rTrIll 1111 IJ. II II FIRST FL LIHg - 11 j.1 IRST FLOOR LINE FIN. IST jE FIN. IST FLOORLl ""7— — II � — 0052-3/6 PO NT ASIMPSONNCHOR! I 10"SWARE+�a6 PERMA CAST I O I I I 10'5WARE HBd 6 PERMA AST I 6x6 P.T.Pt75T WITH sIMMPSONCDL"1114052 W SWAFT A3 BASE COLUMN 146382 W/5GU BC523/b PgST GAP ANGOR t I I I I 51MP50N A81166 P05T COLUMNS) I ��NER GOUN T BE I W I I I '"7" I 51MPSON ABll�fiib POST BASE (lYP ALL GOLUh1H5) FLAT GAP d BASE(ORE AL) -CORNER COLUMN TO BE I It1jP-ALL coLura�J I I I I I PROVIDED Wr SPLIT KIT I u) 4 I I I PROVIDED W SPLIT KIT I i I I I I I I I 0 i I I I I I I I I I I I uNFIN FLOOR - - - - - - - - - - - - - - - - - - - - - - - _ - -- -�� - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - 11- - - -- - - - - --1- - -- - - - - - - - - - - - - Z�- - - - - - - - - U FRONT ELEVATION FRONT ELEVATION � H 311b, = 1-0 3 = 1-0 z U UNIT 88 UNIT 8 7 Z W MODEL A (LAUREL). MODEL Al (HOLLY) 0 0 M06B TO AL16N RID6E5 TO ALIGN Q N N ti N OD RIDGE VENT `VA r- . r c0 — r ° � (V M 00 N Q RIDGE VENT 12 APPLY ICE!WATER SHIELD IN FAIR - - HARDIPLANK WEATHER WHEN THE AIR,ROOF DECK AND t 135 MEMBRANE ARE AT iEMPERATURE5 OF 40'F fib'AZA TRIM HORIZONTAL SIDING CRICKET BEYOND T5'r.J OR HI6lER t L35 12 'I x 8 AZEK RAKE BD iV MSTALL ICE!WATER SHIELD b •+DENTIL BLOCK#vTLB6xbx8 IN 3'AZEKTRIM(TYPJ PER MAMIFAGTI)RER'S �- BY"FYPON'OR EQUAL SPECIFICATIONS TO MAINTAIN 12 PROI WARRANTY 12 12 � 0 0 0 0 0 0 12 r 12 t l0 t b 1 (+/-)12 u5� v5� V5 to V5 v5) 11-0 12'x 18'VINYL Gj Gj Lij �j w fij INSTALL ICE!WATER SHELD OH. OH. D I LOUVER®VENT TYPICAL ROOFING PER MANJFAGTUR8R5 12 + 12 AI.I I 12 ARGHITEGTl1RAL SPECIFICATIONS TO MAINTAIN 12 * Al 5HIN6LE5 15#FELT `O PRODUCT WARRANTY - Ixb FASCIA BD. Ay e N it Ill it Z1_1_11 LLI' e•AZEK b'H16H BUND ' I/2"PLYWOOD o SHFATHIN6 N31< �INS r+ FRIEZE W. FLASHING APPLY ICE i WATER SHIELD IN FAIR HEATHER WHEN THE AIR,ROOF DECK AND ALIGN AL16N MEMBRANE ARE AT TEMPERATURES OF 40'F FASGI FASCIAS (5'C)OR HISHER. - —— — — BRKFST PL.HT MSIR BDRM MASTi3R B _ DINING PL Hi � PL HT PL HT W 1'�' _._.............-.......... ...._..-.... v.._ moll Imm 0" G CVD OH. ] Jill OH. I'-0° FT ElOH. 8'AZEK I itIr OH. FRIEZE BD. O m EXTERIOR HALL FT fTi -HARDIPLANK SHINGLE 51DINI6 SOFFIT - IqL ® ® I I i I I I W O w -'IA6'055�t�HWs _ ® ® _ i i i i i i W ~ w U ELI -2xb WOOD STUDS•Ib'OG. IT1I I I I I I Q = Q -b'R-21 QATT5 Z U ° Q o Lj L BEYOND.4 6ARA6E I I I I lf 11 I I 0 6 WALL 11 I I i t 110 AZEK TRIM � I I I I I I w Z II II II FIN. IST FLOOR I I I I I I IN. IST FIRST F LINE FI FLOOR LINE w ELEV= O'-o• 2015 IRC-62427.8(503.8) ❑ W � bx6 P.T.POST NTH SINP50N I Tr-—�-- I I —-I---�l I VENTING 5;HkAL TERMINATION LOCATION: _ THE vt3tr THtMWAL OF A DIRECT VENT APPLIANCE WITH AN ir.i U 10'SQUARE HBd6 PERMA CAST INPUT OF IOAOO BTU PER HOUR OW OR LE55 SHALL BE � W523/6 POST GAP ANCHOR t I I I I III l u 1 I 1x4 AZEK TRIM I I I I I III 1 III I I I I I ICD %VWN ABLKb POST BASE _Uft X46382 W/SQUARE I II I III III I III LOCATED AT LEA5T b'FROM AW AIR OPENIN6 INTO A F (TYP-ALL COLUMNS) I I FLAT GAP!BASE(OR EQUAL) I I I I II I III I I I I ( ( I I I II I III I I I I I I i I WILDIN6,AND 5"AN APPLUVNCE WITH AN 1I OVER IJOPOO U m -CORNER COLUMN TO BE I II I III III I III BTU PER HOUR BUT HOT OVER 5 OW M PER HOUR 5HAJ .BE sZ PROVIDED HU SPLIT KIT I I III I EE lI I I I I I I I 1 u I WE �I I I I I I I I I AN,�,ANC w TM VENT 50,000 BTU PER HOUR S � Q CLEARANCE THE BOTTOM OF TFE VENT TERMINAL AND THE AIR I -- -— � 1 I I I I I I I SFW_HAVE AT LEAST A 12 INCH VENT TERMINATION Z � u------ I I I � I I I u------'� I I I I I I I � ° ° FDI I I I ( I I �1 �— I I I I I I I INTAKE SHALL 8E LOCATED AT LEAST IY ABOVE GRADE Q EQ 1 1 I I I I I I I I I I I I I I ROBE- q� - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - — - - - _- - - - - =— ur�INl 1IN. T3ooR — — - - — - - -- + - - -- - - - - - - - - -I - - - - - Ll — I- - -L - - - - - - - - - - 20151RG-R3122.1 V N T C� IN DWELLING UNITS,WERE THE TOP OF THE SILL OF AN - - - - - - - - - - -1- - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - -P -z - - - - -- z - - - -- - - - - - - - _ - - - - -i- - = = = - - -i- - - - - - - - - - OPERABLE WINDOW OPENI%15 LOCATED LE56 THAN 24' A — — — ABOVE THE FINSIfD FLOOR AMD 6RFATiRR THAN 12'ABOVE �•�pa' _ THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE F Z EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALT. COMPLY WITH ONE OF THE FOLL.OHN6 OPENIN95 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE 'REA'R ELEVATION -REAR ELEVATION TTOSIT,QNL H"�OPENIN6 IN ITS LARGEST OPENED � <(1 3/16' = I-0 5/16' = I-0 •FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2090 El Q. (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO W Y 0 RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ........................ FULLY OPEN,5FWl NOT REDUCE THE NET CLEAR OPENING g N BER AREA OF THE WINDOW IIWT TO LE55 THAN Sl SWARF FEET. UNIT 8 7 UNIT 88 w2016023 I 41 MODEL Al (HOLLY) MODEL A (LAUREL) Q SHEET NUMBER UNITS 87 (MODEL Al ) & DUET CLUSTER 88 ( )MODEL A ELEVATIONS (D c/) A I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT to F- "FIRE RETARDANT Z ! , PLYWOOD SHEATHING ^ E 2'x8"RIDGE BEAM U d R10615 TO ALI6N R06E5 TO ALIGN 12 12 RID6E VENT RME VENT 12F —112 2'X6'RR O ^ `r/ 016,06. u) t! ^ V ANT 12 (2)2"XIO" p o HARDIPLANK p 12 55 HARDIPLANK PT 61RDER I- •- y HORIZONTAL 51DIN69 GUTTERS t LEADERS 4 I 55 HORIZONTAL SIDING 5EGURED TO •U) -12..... ._...m .__..._�... ERS 5HALL BE RAKW z w+1tENul oat GE evirTERs WALL® O L &� - o SHALL BE 5'5EAMLE%,06.STYLE W/ALL b5 ENDS V Q Lu co 12 RELATED t REQUIRED AGGE95OWE5. LEADERS RIDGE VENT - - Lo y MIN Yx3':021 RIDGE VENT 10 '6N16EINT5 PITCH r- - ao ., w _.. .. _... .. �.., _......._. _.. ANCHORS. CALK!SEAL ALL JO GUTTERS MIN. 8 G. co REGEPTOR5 D'ABOVE GRADE TO RECEIVE _._r . .... .._... .r_..Y,. - LEADERS(CLOSED CAP DE516W. I O' OH. a . s _.. 12 to 12 12 TORY - CLERESTORY rm BEYOND KAI 1- 12 _ _:._. ,..... .F......_,_ _........... BEYOMD KALI_BEYOND _- 9 9: - Roofo COVERED 12 °� O.H. b'-0" O.H. PORCHBEYOND _.r. GABLE _.,. ON. Ixa FASCIA W. ._. _. .. IT BRP - ...... _.._. .._. � 12 ® 16" .G W/VENTED p _.:. .-..,_. ..._.::.,:.:.-- BRKFST PL HT MSTR BR PL HT OVER BEDROOM#2 PL HT - __....,---OH. GARAGE PL HT 10"50ARE HB46 PERMA LI 1'-0• CAST COLUMN#46382 Wl o (n I OI ® I II I I iFRIEZE EV. i i ------ ON. SQUARE FLAT GAP 4 Z OR )a_..., _ _.. ..__ .. LLL ® i i BASE(OR EQUAL)- O II II � II CORNER GOLUMN TO BE V � BEDROOM e � PROVIDED W/SPLIT KIT 4 KALI e BEYOND 0 4 4 t I ' ^ _ LJ J 6ARA6E __m.._a 4.ai..,. j I I� 4 I I COLUMN o COVERED �e GOVERm COu^m+a GoEYOND_4 BEYOND I I PORCH BEYOND PORCH BEYOND i i FRONT PORCH BEYOND Z M I II I I I I (3 1I - FIN. IST FLOOR FIN. IST FLOOR FIN.IST FLOOR FIN. IST FLOOR r 11111111 tillELEV=O'-O" 1x4 AZFX TRIM —I I Ix4 AZEK TRIM I I c ou�+N a covERm I I I 6 I I I I HOUR RATED EXTERIOR I I FIRST FLOOR LINE Z FRONT PORCH BEYOND I I I I FDl I I I BEARING WALL I 1 I w W A55EMBLY-SEE DETAIL: e uj I I I I I I I I Lu a w IwK05WFLOOR- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 _ - �- - I- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - — - - - - — - - - - - - - - - - UNFINBSMTFLooR 13 - - - --� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i— —i- - - - - - - - - - - - - - - - - - - - - - - � °° TYPICAL PORGH 5LAB ^� '4'PL.SLAB(MIN.3500 P51 GONG) PEINF0 WJRK -RIGHT 51 DE ELEVATION LEFT 51 Dc ELEVATION (OREEZEHAY 510E) TAMP FILLi'm T T 15%D N51TY 'TAMP d FILL TO 95`�DENSITY r , 3 6 = 1-0 3 = 11-00 (n v F- UNIT 8 7 UNIT 8 7 1 BREEZEWAY SECTION cn A 1 . 1 NTS. z U MODEL Al (HOLLY)- 0MODEL Al (HOLLY) w O 12' 6ABIF 12"LPPE+R GABLE BUILD-our RID6E5 TO AL16N RIDGES TO AL16N Q BLOCK RIDGE VENT RID6E VENT BLOCK RID6E VENT - RID6E VENT RIDGE VENT RIDGE Vu�T -: J 1 n n n ,., 00 Crj N N OR n ro i r C7 OD N OH RIDGE VENT L,- -,.T...._ J..� 12 RIDGE VENT 1�. I-0' pH. a .:k + GABLE fAJfTERS/LEADERS GABLE b5 b -'---r,__. 4. pH. ALL 6URER5 6 LEADERS 5HALL BE BAKED �' I'-4" a-�-T -o-a- WHITE ALUMINUM,032'MIN.GAUGE,aMERS GABLE 6 6ABLE -'.r' „ �; 51-ALL 13E 5'SEAMLESS,0.6.5TYLE W/ALL b'HIGH BLIND OH' OH. _ , - - .- RELATED t REQUIRED ACGE550RIE5. LEADERS _ - L-=-� TI SHALL BE MIN.256 AZl'GAUGE W CLIPS t FLASMNS ANCHORS. CAULK E 5EA.ALL JOINTS. PITCH ROOF o COVERED- R�o� Z Z Z Z Z Z . _:, 6UTTER5 MIN.VVIFT.PROVIDE P.V.G. PORCH BEYOND O O O O O O PORCH BEYOND =-xt2 T - - - REGEPTOR5 6'ABOVE GRADE TO RECEIVE 1 N LEADERS(CLOSED GAP DE5I6H). Ixa FASCIA W. - W S A-5 � COV.PORCH _ "'" HT - PL HT -_- - 6ARA6E PL HT OND 6 PL HT - Fl o I H.. o O• ;1,:' L.1;.1,;,1.1` ? `1 i.;i...' W AZEK I I N ,I�" 'a ..,,::. FRIEZE BD. if; :, i .,L '_ �,Vii,I. ,i,liLi",lJ d _ Y w ! . ...j WALL e Q Q Q I I Z I I 9' j I BEYOND PORCH BEYONDU I I : „I.w. if l..l..i.1 .°":,' CD 'f.;l, I I a I I vh I ' O O W .i.,. I I 'i 1.,11: "- L `-�` :I'' I I Y FI FLOOR LIMA 1 1..,1.1,1,.,.I,h.. . FIRST LINE Fl T FLOOR LINE II Ill 1 11 Hill II _i FIRST FL LIi� W U uj U ❑ Z - I Ix4 AZEK TRIM I I I I J I I I I "' I I I I 6 I I I I I I 1 I I I I o w co Q FDI I I I I I I AI.1 I HOUR RATED XTERIOR I I I � F--� w I I VENTIN6 5Y5TEM TERMINATION LOCATION: cn eBEARING WALL I I I 2015 IRC-62421.8 (503.8) W A9 A55EMBLY-SES DETAIL: I I I THE VENT TERMINAL OFA DIRECT VENT APPLIANCE WITH AN ui INPUT OF 1Op00 BTU PER HOUR(3KW)OR LE55 SHALL 13E LOCATED AT LEAST 6'WROM ANY AIR OPENING INTO A (_ ur�IM185Mr LOOK K 85Mt FLOOR 1I- - - - - - - - - - - - - - - I -1 - - __ __ BUILDING,AND SUCH AN APPLIANCE WITH AN R HO OVER IiCiiLL 13E O p}p �I- - - - - � - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - `1T INNPER HOIR LLEDNIBUTNOTIONERT0l�BTUPECLEARSHE,AM L - - - INSTALLED WITH A 9 INGIH VBdf TERMINATION GLEARHNGE,AMID W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - ANAPPLIANGEKITH ANINPUiOVER 50pO0BNPER NOUR Z U 5HAll HAVE AT LEAST IA 12 INCH VENT TERMINATION ❑ ❑ co CLEARANCE THE BOTTON•-1 OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOGATTED AT LEAST 12'ABOVE 6RADE. fn ................ . .. ....... ... ................ w �RIIGHT 510E ELEVATION �EZEWAY 51DE o ��5 EREO� LEFT 51 DE ELEVATION 2015 IRC-83122.1 NR aERT 'Q IN DWELLING UNITS,WARE THE TOP OF THE SILL OF AN Oy G'y OPERABLE WNOOW OPE3I%15 LOCATED LE55 THAN 24' t t� 3 = I -08ABOVE THE FIN15HEP FLOUR AND 6REATiR THAN T2'ABOVE THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE ! a'°o , - '9 m n EXTERIOR OF THE IMMIN6,THE OPERABLE WNDOW 5HALL UNIT 8 8 UNIT 8 8 COMPLY WITH ONE��FALLOWN6s •OPENINGS THAT WLL NOT ALLOW A 4 I1GMI DIAMI-TER SPHERE TO PA-%THROU6H THE IOPENI%IN 1T5 LARSEST OPENED POSITION. MODEL A (LAUREL) FALL PREVENTION DECam THAT COMPLY WITH ASTM F 2090 �MODEL A LAUREL) (IME WNDOW OPENING c;oNTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWN6 n�WNDOW TO �'W Y.... .............. FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING J NUMBER AREA OF THE WIDOH UNT TO LESS THAN 5l SWARE FEET. w2016023 UNITS 87 (MODEL Al & DUET CLUSTER = SHEET NUMBER 8 8 (MODEL A ELEVAT'I O N S Z0 ) A I I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W � U o v 0 Z fu 0 0 F- �--J co U}, ' g A G A � •� � N�o:1-: A-6 A-6 Al-b Al-b V1 '1. U = toLW[n:p M52-2' Ib'-0' -2" Q C M o U y00 ❑ M 13'-2• 14'-b' 14'40" q'b" I 14'-b' 9'b" 15 6 12'-b' N M AI.I DIRECT VENT HEATIN6 EG UIP. L L co APPL IATYE Ol FARANCE APPILIANCES SHALL 13E INSTALLED WITH THE p• CLEARANCES FROM UNPROTECTED 5--4- 4'-4'MD. 5'-2" LINE OF REpR GHQ 5'-2' 4'4'MD. 5'-2" 0" 1'-2' COMBUSTIBLE MATERIALS A5.INDICATED ON THE APPLIANCE LABEL LITE REAR�� WAIL a UNIT 61 AND IN THE MANUFACTURERS WALL a UNIT b1 6 INSTALLATION INSTRllGTIONS. FDI 2 � FDI ----, 1 z TYPIGAL PORCH 51-AB o I L1'P1CAL PORCH SLABEWGRESS FDI •4'PL.SLAB MIN.3500 PSI GONG) t- 1 •RERFORL. LM NK 6�bA0 WWM PSI CMJ 'n 2 WINDOW "' RHIFORC®NTH 6x6,10/10 KI U- U s WIwTAW t FILL TO 95% 1 ICAO 1'-0' I'-2' FDI I •TAMP t FILL TO 45%DENSITY - O ED � b- IS'-10' 10 I '-8• p• 4'WOE J015T 12 FLOOR JOISTS I Z 2 SEAT.T.O.SEAT 4 --- 9 � I (2)2X10 P.T. v- a 16,OL. O 4 FDI E3 EV=(-11'I' FDI J Y I 0 10"tt' 2"x 10- II SEAT.T.O.SEAT O SLAB SEAT 12'-0' b' 6" m l'-0' b" l'-0' v b' a" '^ 13'a' 0- yn 10" 13'-0" 4'WIDE JOIST EGRESS Jr; I 2 Q 2x12 FLOOR JOISTS WFDOW FDI 016 OL. mr Ln DE FRESH AIR FDI O 4'HOE)OST SEAT. _ _ INT TO t�GH EQUIP T.O.SEAT ELEV=(-)1'-ltj' 4 ( I - CODE Zcn 2x12 FLOOR JOISTS - - -- - - - A I 0 16 OL. b b_ (2)2X10 P.T. ' - - -- - FDI EDI I ( I 4 4 ALL HOT WATER WH DIRECT VENT CELLA EQUIP. ;� - - - _ - IYP.BEAM POCKET WRAP ENDS OF I - 1 4 PIPI t DUCTS TO BE ❑ (rj� m APPLIANCE CLEARANCE • 1'-0" �'-0` a' .. �'-0' ''fl' • I$7 _ APPLIANCES SHALL BE INSTALLED 2k 10' 4'WIDE JOIST SEAT. C \o r - -1 GDR W/ALUMINUM AT POCKET OR I I p71 I 4y/ INSULA AS P-ETR LOCA!NTH THE CLEARANGE5 FROM SEgT v TD.SEAT ELEV=(-)1'-Ik �� ° I PROVIDE 1/2'AIR SPACE ALL SIDES I I L - `� r I CODE UH8'ROTEC7ID GOh18U5nE3LE TYP.BEAM POCKET WRAP ENDS I IO' 13'-0" r I 9'6' I r -1 -I 11'-4" 1'l m I 10'-�' Vol MATERIALS AS INDICATED ON THE _ _APPLIANCE LAM NO IN THE A OF GDR W/ALUMINUM AT I L MANI FACTIIRET"S NSTAl1ATION - POCKET OR PROVIDE 1/2'AIR lo' INSTRUGn 4 r 4 Q 16'a' 4 SPACE ALL1+ 13 DES I I cp( , I 9'6' I I I 10" L I ° I I'\\v/ I I I D II I I / 2x FLOOR isTs ill _ 2x12 FLOOR JOISTS 2xI2 FLOOR Jots 5 2x12 FLOOR JOISTS r e w O.C. 016'0 L. h I L I o lb'OL. L 4 21WITH DAMPROOFI ON Y FDI r l ( 1- I J II PROVIDE FRESH A EDI 245c 12'P.C.FOOTING �' L I ( Iion `t I I I I / I -1 J L N 13' L 1-Ia J I O" w INTAKE TO WCH P 2x12 FLOOR JOISTS I I I 2x12 FLOOR JOISTS I I N - i#1 PER CODE P. 0 12 OL. 0 I6 OL. I 2x1 FLOOR J015 Y SEATBTA.SEAT r , 1'f- - , %'DIA STEEL CO" 4'HOE JOIST W ALL ExPOS6 HOT �' Ib oL. I I ' I ON 3o-x Sok I2•I7P F'1' - III %-DIA STE EIL COLUPIN I I _ '(2)3�•XII�'LVL.FLUSH GDR NYU `i1 SEAT.T.O.SEAT S L J (2)3}'XII 'L fL115F16DR I'I Ff6 NAND I I INSULATED t�I�uc5 T ALI I I I ON 3O-X 30'x 12'DP PG II Q\ I - -- __= UN7ER I3EARIN6 WALL _ UNVOER BEARING ABOVE o I J __ r ELEV= -� I I' l FT6 NAND I- - l= � _ -� o}_ J / Q m ( J _ I - — 10' I I ) 15'-a' 14'-0' 9'-0" r 10' 2'-0' DA�LINE INDICATES Q ®�° r v , II'-10' V% TYPICAL E62H JT SLAB - r L -J PRCM� FIRST/FLOOR WALLS ABOVE ° ° 5'a- 3'-a' �o • PL.SUB MIN 25Oo P51 coxc) r -I — I — -+�r�°I— ❑ T TYPICAL BASEMENT SLAB �/ I FLOOR D06 MIL.POLYE'nE.aF VAPOR III I I I I *4'P.C.SLAB(MN.2500 P51 COHNC) I � I FDI OPENING ✓� � � � � BAWRU RP.C.Fa"TION fO06 ML POLYEnBEfE VAPOR FOR CHASE -� •4'GOFPALTED GRAVE.BAuE '� C — ni DAMPRN70F ON x L- J BAWER DASHEI�L((tt��.(f�dIG6 L J ABOVE / \ r- r 1 r 1 NNFOR1,LY 6RADEO STOWS W A L L I I I FIIRSFLOr WADS �/ ) I I� i10'PL. N6-T 14'cOFPAGTp GRAVE.BASE I T _ - - - J L - - MAX SIZE A66RE6ATE OF)i'- - J I3v.=O' ' J ANFORPLY 6RADW STONE W A _ — — — — —. I — — — — — — r•HOE JOIST J 2x4 P.T.5TT1D5 GOWALT TO q5%DENSITY) Q MAX 51ZE A66RE6A.TE OFV- � x - _ _ GOFPACT TO�6%DENSITY) 'v (D I ' 2 \ `SEAT.T.O.SEAT I _ WITH 3%e(ft-13) UNFINISHED BASEMENT FJtI/-(-)I'-1)' 6'-0'C.81IN6 HT. t �� BATTS AND 51LL5 � (� I Q IVNFIN19W BA5EMENT '" J 3'b" �?� AD � � Q 10' 6" — — " '(R-13)c mm caX_SPRAY FOAM ?X t-6 � / Q •�� •6'-0'DELI%HT. ✓/ I I I \ Y Q _ — — O e 16 OL.TYP. IWAL ALONG INSIDE FAGS OF TND. � u+ _ KR 13)CLOSED CftL SPRAY FOAM u� J y o I I in u� ry • _ ' WAIL5-FILL HT OR DRAPED BLANKET 2-,D- -2. b' iv 4 3L 4- 6'-1' INSUL ALONG INSIDE FADE of W. r 1 I I IWSA.ATIOH - \ RLL HT 0R DWM87 BLANKET - - 2)2X12 VL 6OR J 4'WIDE J015T OE 12 JO 5 _ _ tD •ALL F�6'05ED Fb7 Y1AT13t PIPN6 - - INSULATION SEAT.TO.SEATI OPENI FOR I I 'OL. AND/OR HEATING DUCT5 To 9L- r W ° r 1 •ALL exPo'�HOT WATfft PIPING L J- — // \ L J 8 EV=(-)I'-I� I Ip• CFIrsE I tY1 — — — — — — - RLULAT87 AS P�N YS.COL: I Z r ) AND/oR HEATING DUCATS To BE '10-4 I I'0' L- I I W INSULATED A5 PER NYS.GODS J `r 2x12 FJ L J c L J 4 4' O ?xl2 FLOO415T5 I I I - - - - - r , 'PG.FOUNDATION WALL TAJ^L FJ EV. N 5'9- -3'-4` a I6' I I I �4 a - I I I 2x12 FLOOR JOISTS I I ITH DAMPROOFIN6 ON 0'-0' 2x12 R Jo15Ts ( 2x FLOOR J015TS 2x4 STUDS WI m �) o Ib'OL. "x 8"DP P.G.FOOTING _ l I I6'Of'. I I _ o I6 OL, (� PT SILL PLATr iD _ I I �I I I I I Q Q b' 2'-0" 4'-2' 14'-b' N b" �'- 4' b'-1` -�I'-4' �i II'-10' 0' O 4 I Va(R-13)BATT ll O o I o5 CORNER ARS W/ 4'-0' ^ I ( 0 FDI u AND SILLS o Ib am _ — — — — — — — — _ XI2 la, O.G.TYP • FD LE65 0 MIDPOINT OF m 3'-b' 9" + 5'-0" n �'�1 I FOUNDATION t I'$' % Q I { I 4'WOE J015T 2x12 FLOOR JOISTS IDYL H EV.= I - - - - - �j I FROM TOPE OM. = !- '1 T.TD.SEAT 4'WIDE JOIST r `IPL,FOUPUA ON I I O'°, 4 5'P.G.FOUNDATION WALL I ( 4 — — — — ELEV= SEAT.TD.SEAT I � HAL TH �- ` 21 PT.FURRING STRIPS FDI WITH DAMPROOFIN6 ON 2'PT.FURRING STRIPS C� -t� E3 EV=(-11'-I�• DIWROOFI ON ® I i WITH 2'STYROFOAM I6'x N3'DP P.C.FOOTING I I N 2'5TYROFOAM I 2'x lo• — TYPICAL PORCH g •� 2x12 FLooR JOISTS g to. II'4" 4 L J 24'x 'P.C.WTIN6 II'ED 4° ,-0 I q" r4 3 b" 2t. " b" INSUL (R=10) 20'-l0" I b" • I INSUL.(12=10) 8- SLAB SEAT i At I'-0" 5 b' a 16'OL. 3'-10' 10" AI$ 4'PL. MIN PSI GONG) FE'-0' 4'PL.51 AB MIN 3500 3'-10' REI WITH b 10/10 YLWM I Q P51 GONG RBHFORCfl') iv UFXGAVATED TYPICAL 2X6 FLUSFI _ 4 4 #5 CORNER REBAR5 W/ 4'-0' •TAMP! TO�% TTY I GARAGE SLAB N I NTH TOP OF TAMP t FILL TO 95% 4'F4.SLAB MIN 3500 PSI LONG) — — — LE65 0 MIDPOINT OF ( FJ 0 12'OG. DENSITY — — — n r` r` 5 REIWORCED NTH 6x6,10/10 WWM. Q Q �,1 r t` .- 00 FOUNDATION WALL I I'$' I TAW t FILL TO 95%DENSITY � - •FD I- 1'i o � 1'i 2X12 FLOOR JOISTS 4 Q ° FROM TOP 4 BOTTTOM. FDI •SLOPE 6ARA6E SLAB DON N 2' _Q Q Q 4 N ti N 7 I I6 OL. - 21x lo'= I I Q I TOWARDS 6ARA6E DOOR = - - - - - - `� 5 SEAT I v I FID • •Alp T - - - - T ( 2X6 FLUSH NTH TOP - I O n OF FJ 0 12'OG. s L �� _ ��• 4'WIDE J015T - I ~ I I " 20'-10" SEAT.T.O.SEAT TYPICAL PORCH SLAB e' b'-0" e' b'-0' b' 5'-0' e' •4-PL.SLAB(MIN 3500 PSI GONG) N CRAY' TED`TYPICAL I 5 I r- REIFFOIRM WITH 6x6,10/10 KKK •TAMP t FILL TO 4i%DENSITY I�• I'$' -� I •4'PL.UAB(MIN 3500 PSI C40WJ I FD1 r iv RERFORC V NTH 6x6,IOAO WWM. •TAMP t FILL TO 15%DENSITY I I J — — — •SLOPE 6ARA6E SLAB DOFN 2' TOWARD5 6ARA6E DOOR I L J AB AB vj I I ABAB d AB AE 3 Q 0 0 0 0 0 0 > 5 FDI A b I V �2" L I A 6 4 FDI F01 4 WIr �W 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS N EY APPLY TO ENERGY CODE ARE BEING 2.ALL N P WITH THE 2015 INTERNATIONAL ENERGY a fDl FDI LINE OF FRONT 6ARA6E WALL eX UNIT eb N CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE o PERMITTED TO DETERMINE AN ENERGY EFflCENC1'PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY TP'E BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY 4'-b- b' 4'-b• 2'-2" 2'2' b'-0"M.O. V-10- 6-0'M.O. 2'-2" I'-1' b'-0'M.O. I'5' I'6' a'-01 M.O. WITH IRC N11D1.14. Z 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL II'-2' 3'10' T-2' 3'-10" W ^ ' EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 2 ^ 0 S.INSTAlARON-THE COMPONENTS OF THE BUILDING 1H7tMAL ENVELOPE STILET BE 13'-0" 14'-0• 5'-0' 22'-2" 22'-2" Ff'-2' 14'-10' O m IIL NSTALLED N ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 4024.1.1 WHERE REQUIRED BY CODE OFFICIO,AN APPROVED THIRD PAR1Y SHALL INSPECT ALL W W COMPON?TI'8 AND VERIFY COMPLIANCE 6.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESIn AND VERIFIED HAVING LESS 54'-2' 12'-0'BREEZEWAY 54'-2' W Y THAN OR EQUAL TO 3 AA150 IN CNA,5,6A TESTING SHAT BE CONDUCTED BY AN 0 [~� U Q APPROVED THIRD PARTY'. 120'4'OVERALL U W 7.DUCTS-SUPPLY AND RETURN DUCTS N ATTICS SHALL BE INSULATED TO A MINIMUM Z ` OF R-B AT 34 OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 34 IN DIAMETER. $ A I G A W 4 6A DUCTS SMNG-DUCTS,AR HANDLERS AND FILTER BOXES SHALL BE SEALED. 8.DUCTS TESTING-DUCTS SHN1 BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY A 6 A$ AI.I AI fi AI-b AN APPROVED THIRD PARTY. 9.BUILDING CAVITIES SHAT NOT BE USED AS DUCTS OR PLENUMS. IONECWV6CAL SYSTEM PIPING INSULATION CARRYING FLUTES>105F DEGREES OR <55F DEGREES SHALL BE INSULATED Ail U WITH R-3 MINIMUM. F O 11. MEGIRANICAL VENTILATION STINAL MEET THE REQUIREMBJTS OF THE IRC/IMC UNIT 88 UNIT 8 7 Sz w m 12EOUIPMENT SIZING-PER ANA MANUAL S.BASED ON LOAD CALCUIATED PER ACCA > J MANUAL J AS PROVIDED BY A THIRD PARTY'HERS RATER "Z 13LLGHTING-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE H1GFI-fFT1C1EWGY MODEL A (LAUREL) MODEL Al (HOLLY) � . - .. ............. 14 ENERGY UFIC�Y,INTERNA C CODE,AND INTERNATIONAL ENERGY AND ELECTRICAL SYSTEMS SHALL MEET THE W CHAPTER 11 W \�N BERT CONSERVATION CODE R SPALL BE THE RESPONSIBLRI'OF TME GENERAL CONTRACTOR TO SUBMIT N DETAIL THE DESIGN,CALCULATIONS.DRAWINGS,WRITTEN STATEMENTS OF FOUNDATION PLAN FOUNDATION PLAN THE MECHANICAL,AR CONDITIONING,VENTILATION,HEATING SYSTEMS(PEW,EXISTING OR S%"., a m n UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR " ' z BUILDING DEPARTMENT. 3/16'=1 -0' 3/16 =1 -0' . ' 15.ADDT TONS,ALTERATIONS OR RENOVATIONS:SHWA COMP.Y WITH ECC 2015. "'•?ta UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TD COMPLY WITH U THIS CODE WO l U 1 16JMINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH 1/�' `C SEPARATE HEATING AND COOLING SYSTEM N ACCORDANE W TH SECTION N1103 ❑ �V V�O� CONTROL SYSTEMS. 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AR SEALED AND INSULATED N ......... ............................................. ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CM TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. JOB UMBER w2016023 HNAL FSiXI Pw PER MARK')'TO BE PPDVIDB')BY H55IRA,sz AB DENOTES: HD= HOLD DOWN GEIJERAI-CANTRAGTORS AND SUBGONTRAGTORS TO REVIEW Q SHEET NUMBER �•DIA ANCHOR BOLT USED A5 HOLD DAWN �HVAC TpR MULTIPLE LVL GIRDER CONNECTIONS: THEA GOPISTRUGTION DOCUMENTS UPON RECEIPT FROM ARGHITEGT AND REPORT ANY AND ALL DISGREPANGIES UNITS 87 (MODEL Al ) & DUET CLU!STER SEE DETAIL 10/21'SIFT N •GOM°LY W MANW 5' FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT INGLUDINGANY CORR10NV GONFLIGTS,IMMEDIATELYTO FOUNDATIO]�T PLAN Z HD DENOTES: 'rgT 51zIN6 6ume.tEs NLN+EAr t cGOL0N6 EaLlPrerr cs1zE SHAME NOT ExcE�vn LIMLTATIOH!`J STRONG WALLS TOGETHER W/ I/2"BOLTS® 2'-0" O.G., 2" MIN, 8 8 (MODEL A �MALA.5'AND MANUAL 1D'GOM3uNCE cN3211FIGAIE SHALL BE 5UBMITT®�OF1F G/O Ism. AL3=ANCHOR BOLTS o ARN;,HITEGT FOR CARREGTIVE MEASURES PRIOR TO ) SEESIMDEN IL HOLD ET DI W(14) •505 SCREWS 6ARA6E 51MP50N FROM TOP 4 BOTTOM, d MIN.4" FROM ENDS GON5TRUGTION.DO NOT SGALE DRAWIN65.DIMEN51ON5 SHALL W 5I DETAIL'KI/51N�r DI FwuAL•J HIVAc LOAD cALcuATIONs I'ROVID6� Hets RATER. BE GALCLL.ATED AND NEVER 5GALED UNLESS OTHERWISE NOTED. A2 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED ~ W Z W B A-b A-b AI-b AI-b U t? 52'-2' I6'-0' 52'-2" 0 � U L5'-0' 14'-8' 9'-6' 14'-8" 9'b" 15'8" 12'-4" O p j I U ■1"'I U > a' V-b" b'-6' T'-4' T-4' 4'-6" 5•-0' ALI T'4' 1'-4' 4'6' 5'-0' T-10' T-10' b'-2' 6-2" 0 p +-� '4 10'SQUARE HBt6 PERMA CAST U) N GOL Lo 10'SQUARE H546 PERMA CAST bxb P.7.POST I1'8' FLA GAP#46382 BASE(OR EQUAU P-4' 0 U W = m `o 0) COLUMN X46382 W/ LINE OF REAR PORCHH a UNIT 81 FLAT GAP t BASE(OR EQUAL) PROVIDED W SPLIT KIT c SQUARE 51N11'S0N 80523/6 T O y 4 LINE OF REAR PORCH 0 UNIT 81 GAP ANCHOR t 51 `Z1 ti � PROVIDED W-CORNER im/KIT KITO TE FILOOR ABOVE ABI166 POST BASE ) 19 (3)2 16 TR 12 p ❑ v M M (3) P.T.GIRDER SET TOP DI (4)2X6 (3) DH D1 DI 6xb P.T.P05T NTH SIMPSON 4. 80523/6 POST GAP ANCHOR 1 POST (3)2442 DH - - - - - - - - - - - SIMPSON ABUbb POST BASE 0) b TR o DI-01 w gr CEI Mi b (TYP-AL1 GOLUNtNS) Iq 12 J 1 COVERS P H ;r (3J 16 TR 17'-O'PORCH WIDTH C)3016 TR (2)3016 TR �+ DI (3) DH D1 Iq I FLU x10 J FLUSH 0 END 2'x12'Pi.5 B.a 16'C L. 5 k 14'LVL HDR (3) DH (3) DH (2) DH r_ -if- -IF -1 D1 9 I _ •UGH 1E b' 4 (TE 1PERED) 1 I 11'-4' —1 (2)2816 TR - - - - — H� L - - JL - - JL - -J I� _ _ Q �- - - - 9 - `( L J J (2)2850 DH z 12 3(72X8 P.T.GIRDER SET 70P A. I 12' STEP GEILIN6 I a 9-0 HD HR DI Q DI FLUSH WY 2x12 GIRDERS A SIDES Q 5Y4'x 14_LVL HDR I m DI I p (2)2BIFTR� ?� I BRED FAST AREA 4 DI 1 -I I II'-0'SOFFIT q I W o "' f `r -12'�5H QIRVERIR - 2x1 FLOOR JOISTS a Ib'O . I Ln O 4q- W- -1 1 - .-9-b"HD Hr �' `g o F- HND COVERED PORCH :I I D1 D1 DI w 1— — —I O � © L IS°5L.-6080 FW6-18•sL. o (� J - 2016 TR -1 L J 2'-O-,Il 2'x10' 16H G.J.0 16,OL. - 2'-0' g016 TR I r 1 r - - 1 r 1 D1 IV HT L_ J R' ( Io'-O"GEIL 12`0• 2'x10' 1b'Sl 6'O FW6 5 'x 14'LVL HDR _ J 0 Q'6"HD HT o_ �L - - - 2050 DH _ _ _ _ 2kt0'HIGH GJ a Ib'OG. (n 18"5L FW6 IS"5L. a� a r r NO ® 0 5Y'x 14'LVL GIRDERJ26' o (4)2X6 z 2'x8'GJ.a Ib'OG. 6• 13. -6. v ry HO 5Y4'x 14'LVL FDR L© �° L Q — J HD - 6' ' 13'-8" b" 9'-0' 4' Ib'4' 2'-10" POST 3' " 3'b' 2'-0' r II'-0'CEILING - - r- - - LINE OF SECOND r2'x12'5B 0 Ib OG. (?)2'x12r FLUSH GIRDER4-0 2'-0' I - - rIf0 902blb TR�iHD HT I I - - 2'-0• O r -U FLOOR ABOVE in22' GER 0 EXT.(2Y1850 DH 4 r — — — I 2'-0' WCO 115 o — LIVIN6 AREA TO BE Lt I I LL Y _ (3)2X12 FLUSH GDR _ _ L - -� I il'-0'GEILIN65 I EF® I () 'x 6' 1101 (- (?) 2' GIRDER I - r+ 12'-0'STEP CEILING 10-0'GEILI 0 MASTER BEDROOM - MASTS color t FUL> Err I I I Z (4)2x6 5,4 x 114 LVL GIRDER o I I cyK�Z ©� 0 962!�NT Iry BATHROOM PREFAB a EA SI OF N1 (/f'!�+ b' 12'-0.. POST a ENDS 1 13'-8 2'-0' 4' 1. 13'-8' �n 6• > 9'-O• 16• I (2)2040 DH 2 'x o FIREPLACE N VON I I I T (V 1 T L 0/21 LIVING AREA J (TB�ED) P05T ABOVE 2'x12"FLUSH 61 TEMP 6L DRS 3016 ❑ �J rr m I 12'-0'STEP CEILING I � II'-0' IL I I � I S�I I V I 3036 DH I ::� Tl3'CEILING � �4 9'-0'HD Hi I1 DI MAS 2016 TR " AISED HEARTH - I I GHEN z - AN NOTE FOR EXTERIOR W,u i. iv MASTER BEDROOM o I I Jo1sTs a I6 Cl I I I �q I J 2'x b'EXT.WALLS r I I > BAT OOM 6• n x I i---1 6" 2'-0" 31-6" 3'-0" TO BE FIRMED CONTIN)M - -TH•1PERED n N 2050 DH b" - I 1 6L .r c x "I I J TO uFPat CEIIJN6 I I TEMP 6L PTN ON TUB r -4- - - - 5-0" I-4' 1 DOOR TEMPERED 6LA55 PTN I I Irl N L N� II'-0 VAUL GONr1Nla mu tw STOVIDE 0) kuD65 '^ I I IN. 1 COOR PLATFORM N L J (3)2'x12' 61RD� 2x1 J01575 0 I OG ' 3j.Xq. ON TUB PLATFORM I i m N GElu% GEILINI6 •EA 5IDE OF ALL DOORS I I I I 'x • - N I r ��q LVL FLUSH r t NNDON OPEN1w5 2'x10'H16H G.J.a 16'O.G. vrw. P 2'x10"HDIR 8 _ INT BR6 PRTN BOX m VAULTED CEILING (4)2X4 I I 2 2 I I� -F GREAT ROOM P05T J o s� PRE-FAB FIREPLACE 1 - - - 0 2X10 FJ (2)I�'X 9�' o in er v —3 1 ;� - I I 9'-O"SOFFIT 0 0 LVL 61RDER I- - - - v 301618 r _ 1 1 I� TEMP 6L DR5 SD® 4" ° b'-10' �� 2' " 2'-0' 19 6" 5'-8" 4' T'-IO' 4" 5'-0" 3'-8" 4• 15'-4" U�g a q'3042 HT I I I - .-(2)2Sd2_FLU�6702El� J Q Q 4 DI I Q ,� ;� 4'-0'SOFFIT IL. � 50® ANTILEVER Q a IN. RAISED W-ARTH m v - j" �" v o O w t)N I } i- Q I I 10'-0'GEILI 5D sD - )I X 9 FLUSH Q CL W I- I 2'x8'G.1 16-OCI 13 VAULTED CEILING `�' - - - m IH04 "' o wl LOPED VL GEIL N 12 AkP TH Q II CBLIN6 GREAT ROOM I( 10'-0'CEILING UNDER STAIRS r,9-0'SOFFIT INE 1 x 4 ITGHEN I o 16 O.C. -0" 6' M LAUN. BATHR g I I:nQ m 6. 2'-0' 4' a»d'$" b' 6'-6' ( 1'b' 4 P I I d° ❑ b" 12'-4' 15'4" 0 3'-8` 10-4" v 4" 2'-4' b.-b. 4' 8 4 DINING AREA I 1 ti W O - 10'-0'LEUCINE 1 Q HOTS'S4 N b �+ ® 9'-0'CEILING G. NOTE (4)2"xb W1G JOISTS a b'OL. E°® � -1 1 �+ 5° (4)2x (3)1j'x Ni'LVL P T STORAGE I DN 14R 'v P05T - g I _ FLUSH GANTL _ 0 Ib'OG. v 2016 TR 4 9'-O'FD HT o G i'- o OVER STAN c m 15'4" 4" 4" 8'2" �" 2050 DH r , OPT.DINING AREA (3)I x II�LVL og ti q' INE I D 5TRON&-TIE - I b'R-21 V 2016 TR 'v t 9'O'CEILING if D QQj i i - I tp�612 HANGER (2)2'X10' 61 L J (n o 9'-6'W HT r 7 NOTE W. AV. Q 3 BATTs NOTE V. �— I 9'-0'CEILING 2050 OH (4)2'x4' � w LINE OF POST A ENDS b. 2x12 1575 Ib'OC. W DI FLOOR L J 4' 3 4" (4)2x 1I LINE OF SECOND 445 MIN.FIRE BRE1 ZEWA 4 ABOVE 2868 INSUL DR- 148 UP OYER 2'k8'GA e ib'O G. P05T io FL ABOVE � (4'PGO SLAB � RATED W/SELF UP G/2I In � GLO51%DEVICE 3R v DI UP IR 2'x12'G.J. 12'-0'H16H Y CBLIN6 z b 51-b' 4" o T-b" 6• T-8' 4' Ir-0'cEUJN6 // =� _ 2'x10• 61 _ 016'OL. SEDR M #2 W D�N LINE OF I1 2868 INSUL DR- (4)2xb I - `D (2)2X6 5 II l/8'L 'v P �' 5EGO1 45 MN.FIRE POST /(.4,)2'xb" FOYER 0/21 uP 128 FLOOR I RATED WY SELF T OST (D I. U 2016 TR DI ABOVE CLOSING DEVICE 1 t6 B b• 4' b• •9'-0'FD HIr B Q b" 12'-0" 4' 13'-10' 1 I' 3'-8' 6" 5'-5' it 10'8' I 5'S' 4' 0463 W/ 4• 21'-6• 4" n'2" 2'-0" II'-b" q! »A GAP 1 BASET TWO G R GARAGE °H 2050 DH AI 6 201618 i '� 1 v 4' W/ IT KIT "4'P G. (MIN 9500 P51 CM) a 1' FD HT 8� COVERED a T-O' HT v FWH OPT. , b' 21'6" 1 v R J a 9'-6'FID HT I- -1 0 5 N II V8 2Xb - REI NTH 6x6,10/10 KKK PORGH iv 2050 DH Lv 1 6'8-21 I I I "SLOPE SLAB D01•N 2' 19 L J V D1 ° Q o BA1T5 I I 1I x•GYP BD 6ARASE •I. _ _ (3)2 HDR �) Q Q I I Q I wAus t L INE - y N DI (3)2.10'6DR - N N I N I r+INT OF - SEAT I I - - _ I (3)13/4.18'DROPPED LVL o- td _ � `�' LLI�5Px��j HNIS TO 3080 EXT OR W/ i p - I �--- OARME- ;� I- -i r— -1 I I ® COVE D PORCH 4 I I1 TWO GAR GARAGE 1I t5) 4 — (2)I8'SIDELI6HT5 _ I r ' (4)2x6 L _ JL- JL- - -1 k, � POST 0 10 SQUARE HBt6 PERMA G T (?) DH 1 4 4'P.G.SIM MIK 3WO P51 `t P05T a ENDS (3)2'x 0'FDR I 14'-0' ( 2'9" 4• I I GONG)REINFORl®NTH 6x6, I D/21 ;q #46382 W/SQUARE Ij j r 1� r co 2x6 GJ *- b/Io WWM 1 r GJFL F- I ' 2030°H O ®I ?�I •SLOPE BARA6E SLAB DOFN x Ib'OG. D1 T GAP t BASE(OR EQU IO'SQUARE t6 FERMIN - - (3 2X8 P.T.61RDER TOP 0 T-6'HO HT iv I1 DI - 12 81 ) - 2'TOMNRDS 6ARA5E DOOR I - 8010 OH DR COLUMN TO BE .= ni ri oo �; CAST ►46382 W/ - ''TYPE`X'eYP BD ON `�' Iq _ IDED W/SPLIT KIT Q SGIJARE flA GAP t BASE(OR - - - - - - - - - - El GARAGE WNAS t CI LiNe 1I D1 0 8010 off OR (3)13/4k 91/2'LVL s EQUAL)- COLUMN TO 3080 EXT I DR W/ I I OF LIVID SPACE C011MON BE PROM W/SPLIT KIT (2)IS' DEL16HT5 1 WALLS TO&ARASE II D , J 13/4'x 4 V2'LVL FDR 4 D/21 6x6 P.T.P05T WITH 51MPWN C G D/2I 19 Q (3)280 TR 80523/6 POST CAP ANCHOR t A 6 19 II I I A b 4 � D/21 DI DI DI q 5IMP50N ABU66 POST BASE DI 18010 OH DR 180 f0 OH LINE 6 KALA Q f3) DH (EYP-ALL COLUMNS) I I D; GARAGE WALL o- o UNIT 88 _ _ B HO FRONT WAIL 0 D/21 , I �GOIM (3)l /4k 14'LVL HDR D/2I O O O O 00 6ARA6E DI D1 S w 0 Ir If Ir DESIGN N®" U356 W 5'-0" 5'-0' I'-1' 8'-0'RA. 41'-5' 8'-0"RA. I'-8" 2'-4' b'-4" 6'-4" 2'-4" 3'-1" 3'-1' I'-6' 10'-0" I'-6' T-0' 1'-0' 5'-0' 2'-2' 8'-0'R.O. 1'-10' 8'-0"R.O. 2'-2' II'-0" I1'-2" V-10" l'-2' 3'lo' WALL RATING-1 HR. o FINISH RATING-23 MIN. Lo 13'-0" 19'-0' 22'-2' AI.I 22'-2" Il'-2' 14'-10" N r 54'-2' 126'BREEZEWAY 54'-2' B A ® I HOUR RATED EXTERIOR G A -.....'. . ..... .•..: .. .` -._,.... .... . -. ....... .... . ,. ... ---•--•-- �... A-6 A b BEARING WALL AI-6 AJ-b ; >� >; ! z A55EMBLY- SEE DETAIL: A7 Z • t l � �/\l *%' % aI\' 11 �/� '\ ' '� ` f' W FIRE SIDE 0 � m t Ll �!J W UNIT 8 8 UNIT 8 7 HORIZONTAL SECTION d4 o o 2 Q Z O v o MODEL A (LAUREL) MODEL Al (HOLLY) __j C)cl) Q I.WOOD SMS-NOM 213Y 4 IN.5PALED 16 IFI.OG WITH TWO 215Y 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.51UD5 W P-{ LATERALLY-BRACED BY WOOD STRUG1URAL PANE_SFEATHIN6"EM 5).Nom!MINERAL ANDS FIS BOARDS11(1764 5A)ARE U v CONSIDERED AS BRACING FOR THE STUDS,THE LOAD 15 RESTRICTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS EfEGTIVH_Y FIRE `- FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPED AT TOP AND BOTTOM OF WALL ❑ 2 61'P�.�1 WAR)*-ANY CLASSIFIED 5/81N.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATl51 IN.Or,NTH bO CE EW-COATED NAM 1-1/6 INC LONG NTH 1/4 IN.DIAM HEAD. V J 3/16"=1'-0" LIVING AREA= 1,620 50. ET. 3/16"=1'-0° LIVIN6 AREA- 1,6�i0 SQ. ET. NTH NT�DEM-W 6�-WALLBOARD JOINTS COVERED NiH TAPE AND.JOINT COMPOUND.NAIL HEADS COVERED OUND. W /"�I cr A BATTIS AND BLANIXT'.J"-MINERAL FIBER OR 6LA-%FIBER INSULATION,3-5/8 UL THICK,PIREF RE FlT TO FILL WALL CAVITIES � ~+y � GARAGE AREA= 442 50. ET. GARAGE AREA= 486 50. ET. BETWEEN STUDS AND PLATES.MINERAL FIBER INSULATION TO BE IINEACED AND TO HAVE A MIIN DENSITY OF 3 FGF.6LA55 FIBER } INSULATION TO 8E FACED NTH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A NTN DENSITY OF 0.9 PGF(MIN R-13 THERMAL ( m GOVEREP PORCH AREA= 25150. FT. GOVERED PORCH AREA= 256 50. ET. :01ATION RATIN5). z 5.WOOD SMICRIRAL PMH.SHEATH W-MIN 1/1b RL THICK,4 FT NDE WOOD STRUCTURAL PANELS,MIN 6RAOE'G-D'OR'51EAT*16'. W J INSTALLED NTH LONG DIMENSION OF SHEET(STREN5TH AXIS)OR FACE 6RAIN OF PLYWOOD(PARALLEL NTH OR FERPENDIGU.AR TO z Q STUDS.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINT5 BACKED NTH NOM 213Y-4 IN.WOOD BLOCKIN6.ATTACHED TO C7 a O STUDS ON EXTERIOR SDE OF WALL NTH 60 GEMENT'COATED BOX NAILS SPACED b RL OG AT PER METER OF PANELS AND 12 IN.CIG ALONG INTERIOR 5TUD5. ............................................. ......... 6 EXTMM FAMM-INSTALLED IN ACCORDANCE NTH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.ONE OF THE FOLLONN6 EXTERIOR FACING✓IS TO BE APPLIED OVER THE 5FEATHI% G.WOOD STRUC7URAL PANEL OR LAP SIDING-APA RATED 51DIN6,EXTERIOR,PLYWOOD,OBB OR C 4POSITE PANELS WITH VENEER 2015 IRC-8312.2.1 FACES AND STRUCTURAL p AW IV ER PS I OR APA STANDARD PRP-M, TEX:TUR67,ROUGH SAWN,MEDIUM DENSITY T , CSS IN VetUING UNITS,NSE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENIN6 15 LOGATEV LESS P" IN19ED 6RADE OR 24"AW11E THE FIN15FED 5URFACE BELOW ON EXTERIOR OF TIE IRU LD N ABOVE �N AND 61;EATER THAN 12' THE NOTE: WOOD SPECIFIED IN UL RATED DB16NS ARE MINIMUM 5AZF5.L AR6M DIMENSIONAL STUDS CAN BE 5UB5TITUTED. OPERABLE WINDOW SHALL GONPI_Y WITH ONE OF THE FOLLOWING: V; •OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA-%THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. NOTE: UL#35615 IN COMPLIANCE WITH Ft ARBISTiVE�RATiN65-AN51AL 263 AS PER'R302 MULTIPLE L�GIRDER )N5: NOTEy': I FALL PREVENTION DEVICES iHAT COMPLY WITH ASTM F 2090 1 FOR ALL MULTIPLE LVL GIRDERS,.LAG BOLT •ALL DRYERS To BE VENTED (f HE WINDOW oPEN1N6 CONTROL DEVICE AFTER OPERATION To RELEASE THE CONTROL ONE HOUR RATED EXTERIOR .............. T06ETHER W/ I/2" BOLTS® 2'-0" O.C.,2" MIN, TO OUTSIDE AIR PER CODE DEVICE ALLONN6 THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR w Y U FROM TOP d BOTTOM, ✓I MIN. 4" FROM ENDS "P�ru�n�NT7HH0D�RA1N PANS OPENING AREA OF THE WINDOW UNIT TO LE5611i1W 57 SC111ARE FEET. �.... . WALL RESISTIVE ASSEMBLY 7616 BER NTS. A 3X015 I��GTION R�33: 2015 Imo-624�S�B) w 0 2 3 NOTE: RAL GONTRAGTORS AND SUBGONTRAGTORS TO �TIN6SYS��INATION LOCATION:LOCATION: „ N EFEXHAUST FAH: -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2015 IEGG�GTION R�2.4.1�: � SHEET NUMBER PROVIDE SPRAY NOTE 5 : REVIEW THESE GONSTRUGTION DOGUMENT5 UPON RECEIPT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE NTH AN INIPIlf UNITS 8 7 (MODEL Al ) & DUET CLUSTER Q OTE: HD= HOLD DOWN so CFM INTERMITTENT 0R AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-b. AN APPROVED HERS RATER TO = FOAM INSULATION IN ALL WINDOWS SHALL BE STAIR MANUFAGTIJRER TO DESIGN STAIRS TO ® 20 CFM GONT1NtJC115 FROM ARGHITEGT AND REPORT ANY AND ALL OF FROM BTU R HOUR INTO OR VILD NO,AN HE LOCATED AT LEAST D15GREPANGIES INCLUDING ANY DIMENSIONAL CONFLICTS, -SEALING 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OP@UNU6 INTO A BUILDING,AND 5"AN APPLIANCE WITH Q•, 6ARA6E CEIILIN6® ANOER5EN 200 SERIES MEET ALL APPLICABLE GODE5 AND TO IMMEDIATELY TO ARGHITEGT FOR CORRECTIVE -JOINTS,5EAM5,AND CONNEGTION5 SHALL.GOMPLY WITH SECTION M-1601.4 LEAKA6E,AND COMBUSTION 5AFETY AN MIT OVER bPOO BTU PER HOUR Bur NOT OVER SOIOOO 51V PER LOCATION OIF REPOT ANY DISC---O -'SAND GFABRI TS CO2 DU THE 2015 IRC. TESTING AND PROVIDE A WRITTEN ��NE HI INSTALLED WITH T 9 SIGH VENT BTU PER H CLEARANCE, 8 8 (MODEL A) FIRST FLOOR PLAN Z BEDROOM ABOVE Q=TEMPERED ® CARBON MONoxIM F�A51JRE5 PRIOR TO GONSTRUGTION.DO NOT SCALE _DUCTS SFfALL BE PRE55URED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AND�APPLIANCE wrnN AN INPUT OVER 50,000 BN PER HOUR SHALL HAVE (� TO THE ARCHITECT PRIOR TO STAIR FABRICATION. DETECTOR DRAWIN65.DIMEN510%SHALL BE CALCULATED AND AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE NEVER 5GALED UNLE55 OTHERWISE NOTED. ROUGH-IN TEST AND A WRITTEN REPORT OF THE RE5UL75 SHALL BE 516NED VENT TERMINAL AND THE AIR INTAKE SHALL 13E LOCATED AT LEAST 12' U) A 3W �p SMOKE DETECTOR BY THE PARTY GONOWTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED . . - _ C0PYRIGHTGRCH ARCHITECTURE P.C. 207: ALL RIGHTS RESERVED c/) Z W E 0 C) 0 C) z a) fu 0 L- 05 m ro- D c- 8 C-4 U) :E z L— 0 0 < w CM C) u U.) 24 El 3: co 0 M LL cC A G A A-6 A-6 AI-6 AI-6 Iq'-O'C7ABLE WIDTH Ib'-2'FASCIA WIDTH I8'-8'HIP WIDTH ALIGN FACIA6 z 11'-0'PL.HT. 0 F- 9�jI 0 1 AI-5 III-01 PL.Kr. D A1.1 F- - — — — — — — — — — q'-O"PL.HT.--7� I, 8 z 11 1-0"PL.HT. C) ABV IST FLR -4 111-01 R-HT. III-T PL HT I HOUR RATED EX7ERIOR 0 BEARING HALL . ... ... LL ABV IST RR Lr) ADJUST RIDGE HEI6HT 12 12 A%B�VLY-5E DETAIL:TO Ca4TER OVER REPLACE CHASE III-01 PL 12 z F 1z ................ ALIGN FASCIAS A13V 15T FLR ....................... 10- 0160c. 0 2xI0'RF HT 712 -�Xlo% 016 2xI0'RR c) ...... ... ..................... 111-0"PL HT AW6N FASCIAS I- AW IST RR k6 1, 4, .......... 12 ON. ............. ..... .... ....... ... . . .................. :�� - . . - 0- ON. .................................. ... ..................................... ........... ........... ..... .......... ... ......... ....... . ............................... ..... ... ...................... ..... ............ -T- ........ ..... . ... .. ............................................ ..............................................I............. 111-0'Fl-HT- tz- fIOF ABV IST FLR 01 ............ ................................ ........................ 2xI0' a Ib Or- . ..... . A ...... .... ........... F G Ib L)(,. ..................... W, a lb or- < rIII 1 1 P 12 12 .............- II ............ ......... ... -1 c, I .......... ......... ... ... 15.5 (3)2X12 ROSHII F ................ .... .................... ..................... ...... .............. ..................... ............... .... .... .......................... ..... ....... ...... (3)2"AO'FL J5H 6IRVER ASWU ROOF SOWLES .......... ............%. ........................ ..... ..... ..... ...... .. .................... ....... .......................... ............ P., ................. �.% ":.' I (. I OR 2X4 P061 w Wlb'LVL- ................... I I .. . . ......... . . _A_j ......... GIRDER R ...... ....... UNDER HIP 61 k U) (3)Z(4 0 TON K ......... ... ... ... POST BRaq ........ ... ... ............. .......................... ............. L a::::.::.::... .................................. ............ II ........... ........ . . .................... ...................... P40FM FELT PAIIER ................. 2xI0'RR a 16 0G. L .............. ............ ............. INSTALL ZE 4 WATER WELD FER\ ..................................... ...............................I I. 5N CR Ripa 5 TO ALIGN 2xI2'RR 16 OG. ................ ................... 14 ROOF FRAHNS i) WAFACTM15 5FWS TO MNTAIN PRODUCT WARRANTY. CAWr DOW FRONT OF FASCIA- ............. M 4'TYPIC& L .... . ......... ................... C) 2x10 RR® or 2X12 R.106515 13M W VENT .........- 0.40 ALR*W DRF 16E cAP ..................... L7 r ................... 'd L --1424 I II . ............. 11--o-PL.HT. R1061LO ALIC7N rn ........... exv.CONNE670% AE EACH SOFFIT OEM OVER PJ06E I I I . . 2xI0"RR 0 16 oc'. --- — — — — — — — — — — -- - - =9 A7 r =-7 - - 2X12 R106E BM W - - 7r' e -414 1 VIEW z 0)2X4 POST TO UNDERSIDE OF o 16 OG. III-01 PL HT— KI • X HIP 611ZXR CARRY POST D" L 7-'IT w ABV 15T FLR =15T FLR BEWN TO Al-16N TO 5jo.LVL emm f= CN D 10 1 t= JK I L C) AMY ICE I WATER SHI"IN 7III FAIR kEAT�M Ail 0 W) b . ....... i4 — — -4 — — HEN THE AIR ROOF DECK NO in OR ..... ....... H&CRANE MC-AT ................... all ... ............ ............ ....................... TE1,41MILM5 OF 40'F(510 OR w 2^10 r I ....................... ... ..... ....... ... IFEA7W SOFFIT . ......... i ............... I I I . .......... fRm"s A .. ......... ........... ........... .............. -F-2'Ft.HT. ........... 4.- FASCIA BOARD J'AZEK WFFIT h !Q —i c! I A .......... &M 2<12 IJI- - - % . .::�* I 130AW W 2CM. ................................................... . . .... ................... V�OR VENTED RIXE OVER DEN . . ...... cra , ......... ... ............ ..... . ...... ................... ....^r:::•;;:;.;:;;:;.:::::::.:::::::::............................ ..... ....................... .............. ....... VINYL SOFFIT KALE BELOW I ., ................. . .................... ................................ . .... .. ...................... . . . . . .................. . .................... ROOF BREAK ROOF .................... ..... . .................................... (2)2'XIO'FT 694XR BREAK 2x10 RR a 16 oc. .................................... C11 L OH. DETAIL OH.� 12 ti.................... - 00 .... .. .... .......... 1217- .................. F .......... . ................... ......... .. .. vi C; co E . .................. 2 1 yy I F f ..................... 'd k6 q'-O'PL Hr.AFF. 2 12'RR D 16 OC. A 11 2XI2,RR 0 or- ....... .... NOT TO SCALE -1 c1j I c)100. 1 14-0-PL A- 5 ................*.'.'.'.'..'..'.*'.*'.*'...�** 2'-b' 12'-0"DORMER HIM ....................................... ....................... ....... . ................... 16N FACIAS AL16N FAr IA6 OH. 12 ......... PL.14T. I n -III-01 PL.HT. .......... . ...... ........... .. .......... ............................. .......... mr, 12 .. ................ ............ .......... ................. ............. TYPICAL POOFIN6, Ll _j 12 L L .... ..... . � .. . I t 12 44 ARCHITECTURAL 514INGLES . ... .....j�� - ......... — — — — — — -T ........... 15*FELT RCERLAYMENT c�Lj 12 -TI bz It2'PL1UOOD SHEATHIM6 AL16N FACIAS 12'-0'Ft HT 6"(R-M)BATTS ABV IST FLIZ OR Cm"m ABOVE L Itff tf- fA ff 2xI0'RR 0 16 OG. 2xI0'RR a Ib Or, .111 *18. 1 iR I I I A 2'x 12'CEIL JOISTS r r L4 a Ib"OC AI-16N FASCIAS 12 x Q z z z z z z — OR 0 0 0 0 014. 15 q1_01 PL.HT.- (3 ,0 " I, S2 2"x 10"ROOF RAFTERS o Ib'OC, -0. q1_01 PL.HT. 5 > OH. w w 2XIO,IW;F 06. 2xI0' 16 Or F- 1, ,, - - - - - - - - - - - - ROOF LA67 BOLTS- MIN W PER CONNECTION OF C) ROOF RAFTER I CBL J015T r L 10 (Top 4 BOTTOM) OH.III-q,PL HT r ABV IS FLR II'-0'PL HT- CIA 4'(PR-30)BATI`5 ABV 15T FLR --11--0-PL HT Mv IST FLR H2-5A SIMPSON CONNECTORS 0 EA ROOF RAFTER z W q'0-30)BATTS B A A IL BATTS-COM13415 INSULATION A-6 A-6 A1.1 AI-b AI-b 0 VALUE OF(R-0 W 6YP BOARD ON > KAU5 4 CEILIW w Lu —TYP WINS OVER z GREAT ROOMTYVSK BUILVIN6 WW j'OSI3 PLYHOOV SHEATHINS 2N b'EXTERIOR Wal-5 W UNIT 8 8 UNIT 8 7 b'(R-2V BATT WNLATION SIDE VIEW MODEL A (LAUREL)- MODEL A l (HOLLY) El SOFFIT BELOK H2-5A SIMPSON CONNECTORS o til EA ROOF RAFTER 0 T ROOF PLAN ROOF PLAN 3/16"=I'-0" 3/16"=11-0" z z (9 a I a co Fn ........................................................ V TER 2'x 6'EXTERIOR KAUS W O 6"(R-2013ATT INSULATION VIA LA9 BOLT5- MA MIN(6)PER CONNECTION OF til ROOF RAFTER 4 CEIL JOIST uj OOP I BOTTOM) 2"X 12'CEIL JOISTS 0 16,oc, U�) 2,x 10'ROOF RAFTER El 0 16,or. ............... BER PLAN VIEW 'Al 6 0 2 3 w GUTTERS 4 LEADER5 Cl) SHEET NUMBER ALL WnBZ5 4 LEAPER5 5HALL BE BAKED MITE ALUMI" .032" A ,\\ ,r I-r.-rL 7\\ 17,YIZ MIN.GAUGE,CUTTER5 5HALL BE 5"5EAtLE55,O.rv.5TYLE W ALL UNITS 8 7 (MODEL Al ) & DUET CLUSTER < IN5TALL ICE AND HATER 5HIELD PER ............... (L ............... ........... AREA OF ONE ROOF DETAIL OF ROOF RAFTERS TO RELATED 4 REQUIRED ACGE55ORIE5. LEADERS SHALL 13E MIN. MANUFACTURES 5PECIFIGATION5 TO z jOISr 2 -��A BUILT OVER momm TO%.027"GAUGE IN CLIPS 4 ANCHORS. CAULK 4 SEAL ALL MAINTAIN PRODUCT WARRANTY HIGH CEILING r CONNECTION JOINT5. PITCH GUTTERS MIN. I/b"/FT. PROVIDE P.V.G.RECEPTORS 8 8 (MODEL A) ROOF PLAN 55 A ABOVE GRADE TO RECEIVE LEADERS(61-05ED CAP VE516N). w NTS. A- 5 ON COPYRIGHT GIRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED