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HomeMy WebLinkAbout44797-Z �o�p��FcpG Town of Southold 12/22/2020 0 P.O.Box 1179 y 53095 Main Rd �4,j �a0 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41712 Date: 12/22/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 7 Sweet Meadow Ct Unit 73, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-41 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/6/2020 pursuant to which Building Permit No. 44797 dated 3/13/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit#73) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0127 11/2/2020 ELECTRICAL CERTIFICATE NO. 44797 12/22/2020 PLUMBERS CERTIFICATION DATED 12/14/2020 All of lk Plumbing Cont tors Inc. A e gnature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ' . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44797 Date: 3/13/2020 " Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#73, B-2 model) At premises located at: 7 Sweet Meadow Ct Unit 73, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-41 Pursuant to application dated 3/6/2020 and approved by the Building Inspector. To expire on 9/12/2021. , Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Building Inspector Form No.6 'TOWN OF SOUTHOLD BUILDING Dfi,PARTMENT TOWN HALL 765-1$02 APPLICATION FOR CERTIFICATE OF OCCLIPANCY 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-n 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: 1. Accurate survey of property showing all property lines,streets,'building and unusual natural or topographic 'features. 2., A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Ce"ificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$5,0.00;Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one t1 Location ofProperty: '7 '" � >a,16W a "I — � House No. Street Hamlet Owner or Owners of Property: b�l®�' `(,),4W.�D ��,4.�,,, Suffolk County Tax Map No 1000,Section ®� . �^ Block '01, Lot L4 li b�� --�k� �•- Filed Map. Lot: Permit No. �` Date of Permit. Applicant:c \1 ►�l/ Health Dept. Approval: U � 'd 7 lig4/31-3ndcrwriters Approval: Planning Board Approval: Request for: Temporary Certificate 'inal Certificate: 4pp eck e) ;Fee Submitted:S gna ire CONSENT TO INSPECTION l\ �/ _ w °� L°" 'the unders" _._., �gne1,do(es)hereby state: Owners)Name(s) That the undersigned(is) (are)the owner(s)of the premises inAe TjDwii of Southold,located C$ which is§hown and designated on the Suffolk County Tax Map as District 1000, Section I Block 01 ,Lot 614 i _. That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildiij �e tot's Office fof the f ll'owing; VV �' That the undersigned do(es)hereby give consent to the Building Inspectors of the `'own of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may `be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: ( r nt e) (Signature) (Print Name) Town Hall Annex Telephone(631)765-1802 54375 Main Road ` s "'l _ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �� sean.devlinCaa_town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address- 7 Sweet Meadow Ct Unit#73 city,Cutchogue st: NY zip: 11935 Building Permit#. 44797 section- 102.1 Block. 1 Lot. 41 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 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 41 Ceding Fixtures 19 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 26 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect Switches 33 4'LED Exit Fixtures Pump Other Equipment- Septic Disconnect, DW, Fridge Notes. New House One Story Inspector Signature: Date: December 22, 2020 S Devlin-Cert Electrical Compliance Form.xls rr�zr,0-7. so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Li 113 0 E c 2 2 2020 CERTIFICAT Date: Building'Permit No. owner: (Please print) Plumber- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. lumbeis Si A�ture) Sworn to before me this I 44j� AN-NA FIORITA day of JA 1 20,YO Notary Public,State of New York Reg.No.0IF16368364 Qualified in Suffolk County Commission Expires-1.2dLX4- Notary Public,!DAA�Cotltlty #4q laf so t)oi TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 - INSPECTLON Y [ � UNDATION 1 ST [ ] ROUGH PL13G. [ -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: 7 wD� 0 loloco�t, syva4 DATE INSPECTOR laf s TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC , N I FO DATION 1 ST 17ROUGH PL13G. OUNDATION 2ND INSULATIOWCAULKING F M RAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: z ck- o k-/-/ z ft� ?a4ktA- plo& trxtvo",r DATE INSPECTOR SOpT��� TOWN OF SOUTHOLD BUILDING DEPT. �`ycourm 765-1802 INSPECTION [ ] FOUNDATION IST [ KIN GH PL13G. [ ] FOUNDATION 2ND [ LAT10WCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-4 CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE,RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: J4 v1, W 6,Kv f � � . mom DATE40INSPECTOR ` �aOF 50UTyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] ,FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL -/V1, [ ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: n Yw W C,is aPvL 4,-It 1 DATE /I,/1--alO INSPECTOR IV, q,-7 7 Sc oe -Alf r-jf SO A/, 7 -# TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ,INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (22 DATE INSPECTOR Home Energy RatingCertificate Property HERS 7 Sweet Meadow Ct Rating Type: Confirmed Certified Energy Rater: Robert B Delfino Harvest Pointe Rating Date: 2020-12-18 Rating Number: 3089 7 Sweet Meadow Ct Registry ID: 177243649 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 57 Efficient Home Comparison: 43% Better Heating 54.5 $1177 43% General Information Cooling 1.0 $64 2% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 11.5 $219 8% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 22.4 $1287 47% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 89.5 $2763 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 124 cfm, 23.2 watts. 2015 IECC ERI f� Programmable Thermostat Heat=Yes; Cool=Yes 2018 IECC UA Compliance 2018 IECC ERI << k Building Shell Features ECCC New York State 2020 0 "d Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA ; ry Jj Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1383 Clg: 1383 CFM50 0 Foundation Walls R-13.0 Method Blower door 1383 CFM X60Min/Hr/ 32538 FTA 3 = 2.55 ACH @50Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 631-252-1063 Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: �j l 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. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 7 Sweet Meadow Ct City: Cutchogue Builder Name: Rimor Development LLC Builder Tracking# Combustion Appliance Zone (CAZ) # 1 of Location of this CAZ: Conditioned Space (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-12-18 Outdoors Temp During Test: 33 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No RI Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explam in notes) NOTES: Pleating System Primary: Yes Z No❑ Type: Furnace ✓❑Boiler❑Heat PumpQ Other❑ 1. 2 Venting Typ_e 3 Drat SO IlkQe S illa e- CO CO',, E tcienc •Fuel TVpe,. _ Circle Ty e) -(Pascal) -' (Worst Case (Natural), (Worst Case atural , Ratin2:95 NZPE] N®NoM❑SE N/A Pa. Pass❑_Fail❑_ PassHFail❑ N/APPM N/APPM !W,ateYHeater Primary: Yes ❑✓ Tom: Standard TankE[Indirect 0 Tankless ❑ Size: 75.0 Style Common Vent No n histmtaneousr-�Commercial (See Note5below) (Gallons) 4 Stand Alone ❑✓ s z Ventin- t Type 3 Draft Sip lldge " Spillage(Natural) CO CO Efficiency Fuel'TVpe Circle•T a (Pascal), (Worn'-Case) ( yp) (P_ ) __ (Gi' _ ) (Worse'Case) (Natural), EF:0,69 NEI PEI OaEL] NQM[✓ S❑ /A Pa. Pass Q✓ Fail❑ PassOFailE] N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No❑✓ Oven CO 4 PPM Ambient CO(During Oven CO Testing) 0 PPM I 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) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Robert B. Delfino Rater Number: 2652967 Date: 2020-12-18 Rater Signature: U.414 6 `�1� Manual S Compliance Report Job: wrightsoft� Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r.b delfino@energytestingservices.com Project,Information, For: 35 Sweet Medow Ct Model 131 (Inkberry), Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0'F Sensible gain: 14365 Btuh Entering coil DB: 75.7'F Outdoor design WB: 71.0°F Latent gain: 2523 Btuh Entering coil WB: 63XF Indoor design DB: 75.0'F Total gain: 16888 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model- SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 102% of load Latent capacity: 6300 Btuh 250% of load Total capacity: 21000 Btuh 124% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 29798 Btuh Entering coil DB: 63XF Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 700 cfm Output capacity: 36800 Btuh 123% of load Temp. rise: 0 'F Meets all requirements of ACCA Manual S. wriihtsoW 0 2019-Jan-04 14 37 57 Residential Plans Exami,ner Review FormForm RIPER I ACCKa for sDesign 15 Mar 09 Pr Co-d"kg Cmlacbsdknat'a 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 0 No ❑ Building plan#: Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): Model 131 (Inkberry), Entire House HVAC LOAD, • 41 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 *F Orientation- Front Door faces West Indoor temperature- 68 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 29798 Btuh Number of bedrooms. 2 Conditioned floor area 3318 ft2 Summer Design Conditions Number of occupants 3 Outdoor temperature. 83 'F Indoor temperature: 75 *F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain 16324 Btuh Internal shade: none Eave Latent heat gain: 2867 Btuh Blinds,drapes,etc Depth Window Total heat gain: 19190 Btuh Number of skylights: 0 EQUIPMENTHVAC • o 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equipment type Split AC Heating cfm: 700 Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc. Cooling cfm: 700 Model- Generic Model Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity. 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winterdesign outdoor conditions Sensible cooling capacity 0 Btuh Aux.heating output capacity 0 Btuh Latent cooling capacity. 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow 700 cfm Longest supply duct 200 ft Duct Materials Used Equipment design ESP: 0.60 In H2O Longest return duct: 171 ft Trunk duct Sheet metal Total device pressure losses -0.6 in H2O Total effective length(TEL)' 371 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 In/100ft Branch duct: Round flex metal Friction Rate=ASP-(TELx 100) declare the load calculation,equipment,equipment selectionand duct design were rigoroperformed based on building plan listed above. I un•' • the claims made on • •' • • review and verification. Contractor's printed name: Contractor's signature: Date: Reserved forCounty, • pality,or • •jurisdiction *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Load Job: + wrightsoftm Short FDate: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email.r.b.delfino@energytestingservices com Project • • For: Model B1 (Inkberry), Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 10 83 Method Blower door Inside db (°F) 68 75 Shielding/stories 3(partial)/ 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/983 cfm 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 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 2 205 1594 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8 3 M bath 109 1805 538 48 27 M bed 417 5429 2576 145 130 CL 10 0 0 0 0 Foyer 75 1020 323 27 16 Mud 44 436 140 12 7 Kitchen 145 219 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216 4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Stair 0 43 246 12 7 1 Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 Equip. @ 0.88 RSM 12641 Latent cooling 2523 TOTALS 3318 29798 15164 700 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. m Project Summa Job: wrightaoft Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-244-2627 Email.0 delfino@energytestingserwces com -Project • • For: Model B1 (Inkberry), Cutchogue, NY 11935 Notes: Desigo thformation Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (56 cfm) 3544 Btuh Central vent (56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 12641 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial) / 1 Pressure/AVF 50 Pa/983 cfm Structure 1376 Btuh Ducts 0 Btuh Central vent (56 cfm) 1147 Btuh Heating Cooling Outside air Area(ft') 3318 3318 Equipment latent load 2523 Btuh Volume (ft') 19660 19660 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 15164 Btuh Equiv.AVF (cfm) 83 38 Req. total capacity at 0.70 SHR 1.5 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 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 OF Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. N Level 2 150 cfm 111 cfm 6 &79 cfm Living Breakfast Bed 2 adiab 98 cfm Great room Kitchen 7 3 cfm 1,-101 cfm Bath 2 K33 cfm Mud 1 f Laundry Foyer CL ,av K32 cfri 9 cfm Broan Exhaust Stair 2 Fan Model L150 K10 cfrr 56 CFM Energy Star Contmous User Timer M bath �58 cfm Garage 174 cfm M bed Job #: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 1 N Level 1 S 10,16 217 cfm 1 225 cfm adiaba 0 14 26" Bsmnt 26.1 26x16 Makeup air 56 CFM Skutlle Model 2161 12 x 16 4 Stair 0 4 8 dm 1 Job #: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 2 Duct System Summary Job: + wrightsoft" Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r.b.delfino@energytestingservices.com Project Information For: Model 61 (Inkberry), 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 0.005/0.005 in H2O 0.005/0.005 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length (TEL) 371 ft $upply Branch Detail Table Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (In) Mat[ Ln (ft) Ln (ft) Trunk Bed 2 C 1311 51 79 0.003 8.0 Ox 0 MtFx 42.3 140.0 st2 Breakfast c 1833 51 111 0.003 10.0 Ox 0 MtFx 34.0 160.0 st2A Bsmnt h 6787 217 46 0.003 14.0 Ox 0 MtFx 32.0 130.0 st2 Foyer h 1020 33 20 0.003 5.0 OX 0 MtFx 9.3 165.0 st2 Great room c 1614 61 98 0.003 9.0 OX 0 MtFx 17.5 150.0 st2 Kitchen c 1676 7 101 0.003 9.0 OX 0 MtFx 17.3 160.0 st2 Laundry c 524 10 32 0.003 5.0 OX 0 MtFx 25.0 175.0 st1 Lav h 287 9 2 0.003 4.0 Ox 0 MtFx 15.0 165.0 st1 Living c 2478 139 150 0.003 10.0 Ox 0 MtFx 30.5 150.0 st2A M bath h 1805 58 33 0.003 7.0 Ox 0 MtFx 21.3 140.0 st1 M bed h 5429 174 156 0.003 12.0 OX 0 MtFx 30.3 130.0 st1 Mud h 436 14 9 0.003 4.0 Ox 0 MtFx 18.8 175.0 st2 Stair 0 h 246 8 1 0.003 4.0 OX 0 MtFx 15.0 150.0 st1 Stair 2 h 307 10 3 0.003 4.0 OX 0 MtFx 11.5 160.0 st1 v:ly Trunk Detail Table Trunk Htg Clg Design Veloc Dlam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 189 261 0.003 235 17.1 16 x 10 ShtMetl st2 st2 Peak AVF 572 614 0.003 213 23.6 16 x 26 ShtMetl st1 Peak AVF 268 226 0.003 201 17.4 16 x 12 ShtMetl Bold/italic values have been manually overridden ,-1, wrights®,t® 2019-Jan-04 14 37 57 Return Branch Detai'l Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 615 793 170.5 0.003 215 26.0 Ox 0 MtFx rt1 rb3 0x0 225 47 138.3 0.003 210 14.0 Ox 0 MtFx rt1A Return Trunk Detail-Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 225 47 0.003 210 14.0 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0.003 228 26.0 0 x 0 ShtMetl wrlohtsof$, 2019-Jan-04 14 37 57 j1ECIjANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity ments of all u tionsunits at the above referenced Please be advised that the base project have been included in our Manual J load calc Best regards, i Louis DeSantis President DEC 2 2 2020 xiis• 't' S`�,i 1,..... k5 '( sY� 20 Feldland Street, Bohemia, NY 11716 (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE IAC r•' ` ,. ;, ,s ,3•, 7p0 EXl—R6LS S DRIVE SOUTH a ,,,/ `aq)' i„- v�°c'+iyy9✓ °,{:' ': rx�'�T- 'P s:'ks i= •`"''r� / �. SUITE 202 ISl.A1VD1A, NY 19749 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 50 in accordance with Cespectfu y submi ed, D ARS,`C7 ore IT cyF Glen Cherve' IA, Ll AP Y '> Principal 0238A 0� F N� '1 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 MENEM [sLANDw NY 11749 WW ARCHARCHITECTURE.COM (631)864-3395 October 16, 2020 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 73 - permit#44797 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 2020'New York State Residential Code. spectful submitted, ED ARC, \5 p6ERT Cyd y�jO On Cvi 2.G ' Glen erveny, AIA, LEED AP Princi al '9 0238A' TFOF NE�-1 ��'� DEC 2 2 2020 GRCH /ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISL.ANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 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. 73 Permit No. 44797 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. qpI bmitted, ��GREDA%, \' 08ERT C/j y ,AIA, LEED AP OFN D DO 2 2 2020 "g�gFF�Cfi = SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR rTOWN ENGINEER TOWN HALL - 53095 MAIN ROAD U„ F; TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 y = Fax. (631)-765—9015 •"�����, ��,��-a�,�° nticl�,�i-cra�:l.«.s+�rr�tivra sc�uTt-1c7Ll�.Nv_��5 ; OFFICE OF THE ENGINEER TOWN OF SOUTHOLD f Brian Cummings November 13, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 59-62&73-76 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for Units 59-62. The developer has also achieved final stabilization for the front and side planted areas of Units 73-76. The rear areas of Units 73-76 have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of Units 73-76 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of Units 73-76, 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 U DEC 2 2 2020 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex i a; P.O.Box 1179 54375 State Route 26 6 � Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NYTelephone: 681765-1938 r , www.southoldtownny.gov xa i;,21 PLANNING BOARD OFFICE i November 18, 2020 TOWN OF SOUTHOLD DEC 2 2 2020 r* ` Mr. Henry Alia _. r Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 1 f Re: Certificates of Occupancy re: Units 59-62, 73-76, Tennis & Pickleball Court 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# 59-62, 73-76, along with the Tennis Court and Pickleball Court of the above-referenced Residential Site Plan have been completed based on the site inspection made on November 10, 2020 and the subsequent work session discussion November 16, 2020. These units, courts and the supporting infrastructure on site, are now in general conformance with the approved site plan dated September 26, 2017 and the amended site plan for the Pickleball Court dated January 27, 2020; the Planning Board supports the issuance of a Certificate of Occupancy for these improvements. 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. lespe tf4ly� Donald J. Wilcanski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer 4P - . r . n - - _ ++ Y 5 a � i L} k , a - - N. ., x i v+ r r Ilk +�,,—w--.e...-.a�•-SMO, r a. 3 +j , f _ a l i / 5 BLW-7 L tl fy* 1 , 5 Y r _a n*ate. fi 2 ; r g' VAd 1 • Y \, k u �4. �h d r /� .- -. .._ ,,. .. ,� - �� - ,. �. _ � .�-- � ,,,rte- - I ,' '� � � -=�T �i .�..� - t .� � . PJ h o _ a t _ � � � .: `_ i � >' ... ♦s __ ..._ _ _ I _�_�! �� .. a ,.. /i ..; v.. .rte c�_ —�� 'fir ...� � 4;:Y�, �--}s.... _<f.___ ,.� _ .?y, ,. �� ..i .,`�„�. \ n�;v`. ;��_ __—' -__ _ �` Y .� K' .� e . ._„� ._ ¢� - �:�;. .. �._ r �h' a � ;: _ n. > „` �. �' .. _ � mac/' ` •��R; s �yo '3, v ""'.� +u „ `) �. � ,.. .. `�; .,. � ..; . �. E FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION(1ST) '�y ------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) JIMA It/FlAkic ROUGH FRAMING& y PLUMBING �0 1 40, L1- j INSULATION PER N.Y. STATE ENERGY CODE g ' - 0 4' FINAL ADDITIONAL COMMENTS D3) y v 0 / 1 C bl ISL- q S � Z m Su r o � ryr Z S H x @d �b y TOWN OF SOUTHOLD `:" BUILIJINCi PERMIT A?PPL•ICATION CHECKLIST BUILDING DEPARTMENT ,,,,-Do you,have-or need the following,before-gpplying? 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 ._ ' ' :`.i"ftRMIT�XO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.'Application �{ Flood Permit_Examined v �� .20 000vh - Single&Separate Truss Identification Form Storm-Water Assessment Form Approved 3/[3 ,200'\ Mail to: Disapproved a/c // &G N e� Phone: b / 7 446 7 Expiration r ,20 MAR - 6. 2020 pecfor APPL•ICA.TION.FOR BUILDING PERMIT S Date_3 , 20 ')bINSTRUCTIONS- - 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,Gertificate of Occupancy. S' ' f. Every building permit shall expire if the-work'authorized has not commenced within 12 months after the date of -issuance or has'norbeen completed within.1A months from such date. If-no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,-in writing;the extension of the permit for an addition six r onths.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department forthe: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 nanie,if a corporation) (Mailing address of ap licant) State whether applicant is owner, lessee, agent; architect,engineer, general contractor,electrician,plumber or builder ow helyl Natne of owner of premiseset ®� ✓'� ® �� ' (As on the.tax roll or latest deed)`' t ' if applicant is a corporqtipn, signaturgo �uly a th zed offic r ; (Name and title of corp ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locationf ® of�nd on which proposed work will bene: House Number `Street - Hamlet County Tax Map No. 1000- Section, a� • Block- 0 l - Lot. O t✓/ f SubdivisionAWVZ'C* q11�p o` Filed MapNo. Lot- -R"' �1 2. State existing use and occupancy of premises and intended use and occupancy of proposed 'construction: a. Existing use and occupancy J b. Intended use and occupancy c®Iq0(® 3. Nature ofavork•(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor •,If�garage„number of cars C°at/ 6. If business, c,omnierc•ial or mixed occupancy, specify nature and extent of each type,of use. 7. Dimensions•of existing structures, if any: Front Rear Depth Height' ' " Number of Stories . Dimensions of same structure with alterations_ or additions: Front Rear Depth Height Numbe"bf Stories 8. Dimensions of entire new construction: Front, n<3 ,�O ,1 r Rear +o Depth I r Height Dloto t' Number of Stories 9. Size of lot: Front Rear Depth 1.0. Date of Purchase Name of Former Owner 1 I Zone or use district inwhich,premises are situated 12. Does proposed construction violate any zoning law,ordinani;e or regulation?-YES NO V 13. W ill lot be re-graded? YES ' NO Will excess fill be removed from premises? YES NO i�i�✓ 9� " ' ` .671 ,-?-�6 7 14. Names of Owner of premises 1�1;C. Address &4"� t4Phone No. � Name of Architect 4Ct4 Address --�� 'h- 4 Phone No •® Q� Name of Contractor Sa*,e. 44 d&O Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO - IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQJ�IRED.., ; b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. .,j 6. Provide survey, to scale;•with accurate,foundation plan and distances to property lines. 1'7. If elevation at any point on property is at 10 feet or below, must provide topographical tai on survey. 1-8. Are there'any covenants'and restricfions with respect to this property? * YES NO " IF YES,'PROVIDE A COPY-. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s he is the applicant (Name of individual signi g contract)above named, (S)He is the ` (Contraczbr,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said ork and to make'and file this application; that all statements contained in this application are true to the best of his knowledge b ief; a that the ftrk will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of - 20 Z `T SHERRY PIRONE N ary ubli Elr,OTAi)Y PMRI ATE 0P NEW-YvXK ignatu of pplican M;intra tion No. 01P16388308 Qualified in Suffolk County uc-ornrnision Expires-March 04,2023 t `�^ 'A 61' DEPARTMENT- Electrical Inspector ' TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rocerr southoldtownny gov -y seand0southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: � a -) • Company Name: Name: ' v I 1 License No.: b ; c' em il: 1rY1 zC- Address: C 1kic1 Phone No.: JOB SITE INFORMATION (Ail Information Required Mame: LLQ Address: -S Cross Street: Phone No. `-� BIdg.Permit#: q-1 email: 11 ,I.CL) Tax Map District: 1000 Section: spar cel Block: Lo BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle Ail That Apply: Is job ready for inspection?: NZ Rough In Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Siz .1 Ph 3 Ph Size: Jib A # Meters--J- Old Meter# (eZwS:e:r:vi> - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 20 C5 Request for Inspection Formals BUILDING DEPARTMENT-Electrical Inspector O TOWN OF SOUTHOLD Town Hall Annex=543751-375RKo-ad= MB—ox hf-79 ------ Southold, New York 1'1971-0959 r� Telephone (631) 765-1802 - FAX (631) 765-9502 1 rogerr(&-southoldtownny-gov seand@southoldtownny.gov_ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: a a Company Name: Name: iC License No.: f7 1--3em il: — �C Address: o. n Phone No.: JOB SITE I-NFORMATION (Ali,information Required Name: Address! Ao -_ c Cross Street: n Phone No.: 3} B1dg.Permit#: y 11"i Q, email: .CO Tax Map District: 1000 �S.Otion: 00l 01 Block: Lo BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply Is job ready for inspection?: YES NO Rough }n Final Do you need a Temp Certificate?: ES O Issued On „ O -err+p lnforntatior�:,._.... . . . (All information required) Id Mefer# Service Siz 1 Ph 3 Ph Size: �—A #Meters___1__ iw Serv' - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION O Request for inspection FormAs Y 06*D PERMIT# P Address: Switch04- es Outlets i'1 GFI's ' Surface Sconces C H H's i UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop 'Transfer AC AH Mini ' Special: Comments 1 Town Hall Annex l Telephone(631)"765-1802 54375 Main Road , Fax(631);7 -9502 P.O. Box 1179 0 r,' 65 Southold, NY 11971-0959 r ;`.% ���� ter;'` .��_,, s"` �;'..<,• " INCA,-D EP,ARTM `; �T r-r.4, .p'r'"�r'''=` �'�_ :gain.' c ;. � '�,, ��•."� 'ti •qui,}'Tr! �, NOTICE .M'UTILIZATION OF TRUSS';TYPE CONS„iGRUCTION PRE-ENGINEERED :. W00b"CON STRUCTION'A'NWbwl,IIt'IIE�E'R CONSTRUCT bN . ,"dt'f Y`.,. i%) .a 'Y � ;`',1 Jo-", •.��J.,�r;,'`'R';;�'�� _..�—. ` ,i�,;'{3,S�Iw';', , Date: LI Owner, IIt! Locatiotofi`Rro ert • r, Please'ta otice that the{check;applicable'I[tae1 t +1 ' ' `4,' a ,'., New commercia of,re:�idential structure ,',,,,�� ,: �etrr�`r� �3�•�n �,�,' �,r#+f'' �,,�Y;",i�,"•,�r^t'�,w�•y��:S,°t 4�f .•,'Addition to existlfrig c'otn r1l4ciesidoritial structurd. Rehabilifiatipn;oAli;existing ccrnmercial or,resideriUal•"'structure ,�"l•^��7��4���..! a . .1�'�..�.'`• h t.- '• —(y�.,�'1t�'i � t. h_' y` y:,, { •:M•,:w z: to be.constr b,,".',,,br perfocrriecj"atIfi, ; �u�j�c � inperty reference ab�v (aq,.,,,., e�will':t.ttili (checka a6 i e Y ; . j russ:type construction (TT) O/1 _ Pre-engihee,00d,,Vypod construction (PW) _ 'Timber coiistruotiari`;( "�C .,.` : r ;r.;•'' ;41 4�ci,"ui •, 'f�. ��t .. iii, in the folloWhv locations) (chec'l(d' Ii6cabId, ne) _ Fjoor framing, inckge.is, id-'beams ('F)Roof framing (R}Floor and roof fra Signature: Name,(person„submitting,this form):, Capacity(check aliplicable line): ,. ' �°a� !('' ur;.;i>'rsf,v s• i ..,p'>'� ^'P�;(�^o°';',�"�'` ,�'�,�,��irhi Owner representative TrussReg15.docx .Effective 1/1/2015 - }ti•_ i,N{r 1 tiC,.'a,'Nt<1' {rte G���'.�'i�`,�.;s' -r:_� '4' %,`,'.L+'ti!�rtiNr i•I7�t�i "�^.Qa . ------------ r)fii �,C��:' �1.1'•�lae`�'t���r; ;e, 4 -•rt� �e,f..'rs{y(�'f^i�t�cM. � r � � { I!.v�.,..f r w .S� ✓ 7 w 1{f [YrJ R"McJti v at� J '�`r{ 1• Y JL t 4 `.fir r-, ` c:7 .1..larrz{J i.it 14 �� Aw r ti .4I N-. rrN -tr t t �r•`r t�� � t P r i er ta. [ Oyu:• / � 1 ! Ali , t � x (a - Y Y, � , •r � ar - , � e a t 101l R FRAMING, INCLUDING FLOO GIRDERS AND BEAMS W;1 ,r , 9111 r - B—D RDS TYPE R7-1 RAMP (TYP,)TYPg.. E B �_..- ; : t RAMP _ rggl -) h. HYDRANT. T HYD T, TO 26 FT. .: �y ~� R7—XR I TII-04i _�-,• �.�. _�sem_ RD - - -- "�="�`x- � r. may,• .TE WALK LA PROPOSED `r ' -A COVERED - PA 7 nFy r� PROPOSED NATURE TRAIL �3 ('i`� (PERVIOUS PAVERS) s - PROPOSED COVERED '10� 'po 15' x 20' 'y PATIO (TYPE) € @+`� � vv nr-� onn►.ti. -Dc--ru -vrr---nn- °-n-ucvru yr- v.o- - - - - - - -- - - --- --,- - - - - - ---.-- - - • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS .,. AS' FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED 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". • 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. , • 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 INSTALLED BY PSE&G AND D MAY VARY-DUE TO FIELD CONDITIONS. 1=LECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES 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- BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IET DURING CONSTRUCTION. r 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 1,000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. i E INSTALLED UNDERGROUND. t Habitable Garage Area Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 C u tC h 0 g u e 1,318,10,12,14, 21,23,26,27,29, 1962 Cutchogue, New York 11,33,36,39,41,45 1,599 363 1 Town of Southold 6,47,49,50,52,54, , 0, 58, 59,68, 72, 76 No. „ .Revision, Date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 2,5,6,9,11,13, 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,381 1,599 , 363 1,962 11 SCDH REVISIONS 4122/17 AVL '0,4244148151153, 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL 7,60,62,64,66,70, - ` —73; 574;7 = ;_ -- __ --_ - - _ __�— __ --- —9- aowr.�a3 vlsloNs — — -_ _ .s12z/iz AVL . i 8 SCDH REVISIONS 3/9/17 AVL I 4 7 34 37 43 55 •.. _. �3:: ! , , ! 1 ! 15991,979i ned r,, ,;°�- ��w'' ��;s�r ,t,-•a � �'� ��-. . 5163!65 I 67 J 69 171 ! 380 � r rr, ,,: ,, � ;:x.#t„x r, •.,. .: .r,xx. ..K.ss�T- ��. ���e': -�,i•'`°,A 'S::!sa,:c,�:C.%,�.# �t+tf'9:.'�n?;""�F' y.'ii�s'yR'r��.'?_�,'i'��`'�5 w•_,..r� .,`-.rr'... E_.m`a`r-'F .-•r" r.'i ....0 15,16,17,18 1,999 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 i SUM 1000-102-01-33.3 SC®HS App-roval Overall Utility Plan SU_,ol,"OUM DEPARTNIENt T OF HEhLrd SERVICES PHRRIN FOR APPROVAL OF NS VMON§:O R� SNOIE FAMILY RESIDENCE CNLV ' DATE APlr�sovED [ / Drawing Number F (��q� ' V B �� ' ii"40R Ot1d63,6d6dN4J8tl0®F ` OF Ne FIRES TREE YEARS FROM DATE OF APPROVAL. @'� �,0 V. � �O u„'496� w ' s t 7w1 a Sheet of 04' 2� 6 9 Z . I OA ti� 1 gOFEs slot% r f Project Number 29305.00 SC®HS Reference # C10-06-0013 LL.-vu -�L13 I+- LIL4-19-7 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE I /1 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, UPLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION Ty` IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED Au PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF d��'t`V Y 1 ALTER NG EITEIA ENNGI NEER OR LAND SURVEYORSHALL AFFIX TO THE NGINEER OR LAND OITEM HIS R IS SEEALD DE -�! 1LIJ THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION r3 II I 0� Q COPIES E THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED (J SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY SD ' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 25` Q f-- OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED i Z LU PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �r t R=13$ W OTHER CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHCONDITIONS �7 °� 0p' L_ N 51°26'35" Ei Q OTHER THAN VISIBLE PERMANENT STRUCTURES ?^ a°9 `�� S4 z3 71.05COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS y. S• a ' RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, TO 2S, A I U) RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 3 78 �/ B B, IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ^y q• `?' ClCURB Z PERMISSION OF THE SURVEYOR Ri '°^� CO' O THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL no '4 ( > F1\ MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHERn^ �iOO&, O,,7 PURPOSE !/ A- ��T �°'• i (n ° d 732' 41`\1' ny ?s� 3a•m 0 7.0, T�4 7q2 nom. 7qS O S3, ti 7q2 n^�' 2°, m o a; 7.0• h 73 20•h U O n� 2 ro`,' m O m O 7 nh __j q2 ^ I o /� �P� y0� < cw nIM U) N �O S 24°33'07"W 107.80' ONS I F� �-050213 v�J� S 65026'53" E \\-\'S I t o S 06-03-2020 FOUNDATION LOCATION 49.54' M LP' G. �_ _ _ 167.99',i(ACTUAL) FOUNDATION AS-CONSTRUCTED SURVEY FOR R=275.00' I S52055'20"W UNITS 73-74 UNIT DESIGNATION MAP OF L=77.85' z S37°04'40"E HARVEST POINTE CONDOMINIUM 1 S 49°°09'21" E p 95.00' FILE NO.:471 FILED January 09, 2018 238.82' SITUATED AT W I CUTCHOGUE S 40052'38" E �,) J I TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 41&42 27.03 � 19.24' SOUTHOLD 2055'20"W Q 0 L NELSON + POP E 19 = I engineers-architects•surveyors Z w70 Maxess Road,Melville,NY 11747. 631.427 5665- nelsonpope.com Ll- W - LLINDIVIDUALSURVEYS DRAWN BY: JB CADD No.; 00026 IS SCALE: 3 SCHOOL HOUSE LANE 3 CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 'I DATE: 04-09-18 PROJECT NO.: 00026 V-30' fi 1�1 NOTES THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USEAND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION �G� O ^` IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, QG A G ♦ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 9(� PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE T /- ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND w THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION O/° 1% r3 J COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY OO, Z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS r V P 'vq �OA "� W OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED GQC� 21gyS ` y _- - Re R�'350 r W UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED > AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE / 1'a o��Qeo-v o 0 L=g N 51026'35" E ¢ 4 r ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN "�2S• 010 C.0 Oq, �� ry �� 71.05' 0_ PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED 0. 2h p °� 0lvJ�4 co TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS I THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP ^� S �� 78 Q� AQC�QQO�� ow � (O 07 CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR Qs�, ^h � ^ z Q� FURTHER DESIGN v ti ' CQ r7/° O PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, GQQJ \ F/ C O' �,9 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 4 Os 0"?)- ,r / "b?, /ve 30, r / OTHER THAN VISIBLE PERMANENT STRUCTURES 44 O h 20, Qny - /1 `01<- lc / ^ V�J COPYRIGHT(D NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 0 'V/T� HiQ_ � / 2S. 2jggS 1 RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED V/ �� �' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ��2• // RFS,/ \/ ?S1 V• Lri PERMISSION OF THE SURVEYOR ^h C ° O G��( / O�'V h h 30, O ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT °yo C'�� / �2 9 ��/ CF s• ^o O m SHOWN 7 CIO'ti 421 ^� ? ^^ 11?-0 All" m Or NEW � NEW? O0, `' ao h FR y AVID ST a • h o - C-3 p ST?7 Fc CO 2 y O O N ;U ° �F/cps 4z, err ,°' R 1 �ya { Lt� �z <,o 00 141 I / ° 'Liy j ILL► N°.050- LAND < c) d� co 1� � I Cn N 1719V S 24033'07"W I 107.80' ,�0�� F S65 E c' I ri't\jr'I 06-03-2020 FOUNDATION LOCATION 49.54' �\��-PNc,� _ _ 167.99' (ACTUAL) FINAL SURVEY FOR F— 1 - _ 07-17-2020 SANITARY AS-BUILT I i R=275 00' w I S52055'20"W 11-20-2020 FINAL SURVEY UNITS 73-74 UNIT DESIGNATION MAP OF i' L=77.85' ° HARVEST POINTE CONDOMINIUM 1 I t p l� Z 2 2�2� Z S37 04 4orr E FILE NO.:471 FILED January 09,2018 S 49°09'21" E p I� 95.00' SITUATED AT 238.82' a Z I CUTCHOGUE I�rr„�o ° r rr Lo TOWN OF TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK •i i ra•;;1,V -s', .,gib S 40 52 38 E ll1 J S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 01.00,LOTS 041 AM&042.000 27.03' } I SOUTHOLD S52055'20"W �,� L 19.24' NELSON + POP E - ` = 60 engineers-architects•surveyors LLJ P P 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelson o e.com Z LLL. W DRAWN BY: NP CADD No.; 00026 INDIVIDUALSS LL � aozs_I SCALE: SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 11-30-20 PROJECT NO.: 00026 n CQ 0 -n C) n C/D \^^-♦//�� NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE t;J Lf1 WNOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, Oco �7�� .0 C PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION l b ro a IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, r1a® G V C 'C7 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY -� G y' ®�V O PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED Cu `^ PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF �� w U 8 C a+ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE �•] ^` 2�, O V) L4. C13 , ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH , C",C) _ ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION •� G/ Z V Q �� 20 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 7 Lu7 `^, �7 W Lu -�Cy SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CD LP- 0-0 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS Liu 3 ZQZ (� W� a �,$ O '• C� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED LU U h �/� L)J ` UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE G� W W .��•-' s'r L; ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN p \ Ow F_ C2�' b- PLAN DATED 7121/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Q Q G :D C TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS 3:� Z d c�' ®•. THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP J B ELEC. SERVICE I I O m '- L4 1.%/ �� Q• 1(J CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR G G I � c� L,i FURTHER DESIGN 2y 2s °p W�GAS SERVICE E E _ �'„ cn _O �•" � L� e s, / O 1�„ � W Q(D 'O PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE WATER MAIN W W v' p- _J�'® � �7 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �C�! < 14-- SOIL CONDITIONS,VEGETATION,TREES.PATHS,DEBRIS OR ANY OTHER CONDITIONS ^ h_ / <U w C3 - ( O OTHER THAN VISIBLE PERMANENT STRUCTURES G d ���G o Liu d1.7 � r� 0 J LY- -® 0) COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 9I �y0 /O I I ILt!1 O 0 RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, Jv ^ A/STS ` / GqS' CL RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED (/ Q / ,p� / .°, w •,,,/// ..� C p IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN Gp0�0 COt°, YF�,C �G� / ^ 5� Q ® C$I PERMISSION OF THE SURVEYOR / 2S• F /I LL- � �QOi _a ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT O&N* / h � J c� sFlowN QCII t!1 ® ALL SANITARY PIPING 4-&6-SDR-35,TYPICAL G Cq iy �o h�?°, ° 3?sF m Rgosp�2, �4 ^o• �y 74 / �Q s3, / NE SANITARY SYSTEM AS-BUILT TABLE �28T y a�pp�e e ti �4 ^.y m / �'( STRUCTURE NAME TIE A TIE B 96 28Lm\sgo ? 2 2° m c !�'� o�.IDAVlpAQ� UNITS#73,74 9' 28ti� a/spR 77° <0 2° ro / �C9 t�`� ST-1 41.7' 41.4' 19 �>rys h 22 ry`' ��avv� ST-2 45.5' 44.4' sr.2 Vs 9.,0 .YQ �'O s' c/�„ P� C7 D LP 65.7 37.2 70, 28'1 L 40 '4 '42 C%U �� Np 050213 49 QN24(�y / 11 0 AIV ' �?` If ,` L._` "1`�'..yi• f_.�_� �`J' �,_`" ! ( � �c°6`B-I- A 288 / A� 7O s -7 j �/ I yF / CAU111 L i ' I // DEC 2 2 2020 � '� 0441 os-os-2ozo FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR 07-17-2020 SANITARY AS-BUILT FO90 .9't,�'a-,-.R�.;c ;,�,•,, r !/ UNITS 73-74 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED JAnuary 09, 2018 +.� I SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S S C T M DISTRICT 1000,SECTION 10201,BLOCK 0100,LOTS 041.000$042.000 , UN IT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA r � NELSON + POPE ----- - -------- --- -- - -- -- R10717-0127 1,599 S.F. 363 S.F. 1,962 S.F. 74 R10-17-0128 1,599 S.F. 363 S.F. 1,962 S.F. engineers.architects•Surveyors 70 Maxess Road,Melville,NY 11747. 631.427 5665.nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS00026_1 S SCALE: 00026 CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 07-08-20 PROJECT NO.: 0026 1..=30' RMs' 73 +-P-t AP ROVED AS NOTED DATE: B.P.# 1910Wer goo®r FEEA- 1� BY: and ductwork NOTIFY BUILDING DEPARTMENT AT testt119 required. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH -FRAMING & PLUMBING Must provide Manuals 3. INSULATION D, J and S as per 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. NYS Energy Code ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDIING REQUIRED COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODES INSPECTION REQUIRED AS REQUIRED AND CONDITIONS OF ZBA SOUTHOLC?OWN PLANNING BOARD PLUMBER CERTIFICATION' TEES ON LEAD,CONTENT BEFOR! -D --- CERTIFICATE OF OCCUPA b,,.. SOLDER.,USED IN WATFq SUPPLY SYSTEM CANN(.. EXCEED 2/10 OF 10' OCCUPANCY OR -PLUMBING USE IS UNLAWFUL. A -PLOMBING WASTP ' WITHOUT CERTIFICATE {1WATER LINES VER jTI�I�.BEFORE COti'EFi^ OF OCCUPANCY DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF.F,OUNDATION LOCATION DRAINAGE INSPECTIONS ARE REQUIRED HAS BEEN APPROVED. Contact TOS Engineering at 765.1560 before Backfill,OR Provide Engineer's Certification All exterior lighting that the drainage has been installed to Code. installed,replaced or repaired shall conform to Chapter 172 of the Town Code SLE CODES: TABLE R405.1 R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic Pro e � ^ , 2017 Erb YORK STATE U IM01t CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into p rhes of Soil Classified According to the Unified Soil Classification System 1-- W 2017 N YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) a roximatel a ual areas. Where the assembl is enclosed b a floor membrane above and a ceilin membrane below, draftsto In shall be rovided in R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z N� PP Y q Y Y 9 PP 9 P R316.2 Labelin and identification. Packs es and containers of foam lastic insulation and foam lastic insulation corn onents delivered to the job site shall UNIFIED SOIL VOLUME W 2017 E YORK STATE ERGY ATI ME floor-ceiling assemblies under the following circumstances: 9 9 P P P 1 SOIL CLASSIFICATION CHANGE E bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SY�M SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2 0 2017 NEIN YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOIpN AS TFC 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. SYMBOL CHARACTERISTICS POTENTIAL EXPANSION D � v, 2016, EfFECTNE OCTOBER 31, 2017) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se orated from the interior of a buildin b an a roved thermal GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 2 2016 RC 2015 IRC D (PRI P P 9 y pP GOOD LOW Low 0 LITTLE OR NO FINES O NYS ( 2N NT1NG) barrier of oot less than X inch gypsum wallboard. V 16 GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z U CL .2 2016 NYSEC (2016 (ECC 2ND PRINTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LrrnE oR No FINES GOOD LOw Low •- TITLE 19 NOR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, /�� ) N £ ` LITTLE OR NO FINES GOOD LOW LOW _U moi/ SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. �' 4. Wood floor assemblies usin dimensions lumber or structural corn osite lumber ual to or reat than 2 inch b 10 inch. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW I- `�� t � r , 9 P e9 9 Y 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/a LITTLE OR NO FINES U U � Q, inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW � QC C R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers ar installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low H & w N}} I replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW d'- than three stories above grade; plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such rooms. 1. The thickness of the foam lastic shall be not more than 3V inch. Z U " � ai`O 99 9 9 9 P P SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW L Q'U)a M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, O Q o m M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low ua -co R105.2 Work exempt from permit include retaining walls that are net over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GROUP 2 SLIGHT PLASTICITY ❑ � ti a0 supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V M . illumination of 6 footcandles 65 lux over the area of the room at a hei ht of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products A ainst Deca GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM m ( ) 9 9 y CLAYS TO LOW R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum IZ is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum height. Minimum ceiling heights of 7'-O' in habitable rooms. Minimum ceiling heights of 6'-8' in bathrooms, toilet rooms & laundry rooms. R317.1.1. Feld treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage R202 Definitions: hall ave a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or mason foundations. Drains shall be rovided arou Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. 2. A shower or tub equipped with a showerhead s h g g y ry p nd concrete or masonry foundations that retain earth and enclose habitable or fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material re uirements of ASTM F usable s ces located below rade. Drains a tiles ravel or crushed stone drains, rforated I e or other a roved tems or materials shall be Z T 30 inches at the showerhead. 1667 q Pa 9 9 , 9 pe p'p pp sys O It is installed on the interior ar exterior or is integral to any opaque surface of the building envelope. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. H Exce tion: A dr ins ' t est n win seed finished floor. p a ge system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according (� Windbome Debris Re ion: Areas within hurricane- rune re ions located within 1 mile of the coastal mean hi h water line where the ultlma e d g d p 9 P 9 9 R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � (Vult) is 130 mph or greater. that is visible from the street or road fronting the property. Address idents ication characters shall contrast with their background. Address numbers � of glazing. R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed oro erable anel adjacent to a door shall be considered to be a hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a F- g 1 g p p J Section R406 Foundation Waterproofing and Dampproofing 01.1.1 Alternative rovisions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the limitations of this code stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to R3 p q bottom exposed edge of the glazing is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z and the limitations therein. Wlhere en ineered desi n is used in conjunction with these standards, the design shall comply with the International Building facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a 9 9 J 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement � Code. 2. Where the lazin is on a wall a endicular to the lane of the door in a closed osition and within 24 inches of the hin a side of an in-swin in floor to the finished rade usin a bituminous coatin . U 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 9 9 PrP P P 9 9 9 9 9 9 door. Section R321 Elevators and Platform Lifts � R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous FII. The saaae between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfill) i i of ection R301 or otherwise not R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comp) with ASME P P 9 LL. R301.1.3 Engineered design. Where a twilding otherwise conventional construction contains structural elements exceeding the I m is S walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. y u J conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only A17.1/CSA B44. The r t and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. rn system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Z fi, t J R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. Install vents withiin 3 feet of each comer of Section R310 Emergency Escape and Rescue Openings P 9 P R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. 'te'a. Buildin sI and ortions thereof shall be constructed in accordance with the wind rovisions of this code usin the ultimate design wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND �T R301.2.1 Wnd design cn rl g p P 9 Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawls ace access anel to be min. 18" b 24'. 0 nin s throw h erimeter wall shall be not less than 16' b 24". W RESCUE OPENING PER SECTION R310. (Egress window & window well) P P Y Pe 9 9 P Y speed in Table R301.2(1) as determined from Fgure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in �"'1 R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. TABLE R301.2(1) opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement and excludin an unfinished flood-resistant R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the structural panels as specified in Section 503.2. Freblocking shall be of any grade lumber. SUBJECT TO DAMAGE FROM the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. ~� GROUND Wind Design SEISMIC WINTER ICE BARRIER Air Mean q p 1 R 322.1.6 Protection of mechanical lumbin and electrical ems. Electrical tems a ui ment and corn onents in DESIGN UNDERLAYMENT FLOOD Freezin Annual R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 s ware feet with a horizontal ro'ection and width of not less than 36 , p g syst sys q p p , heat g, ventilating, air conditioning; plumbing R502.6 The ends of each joist beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches on SNOW SPEED Topographical Special Wind DESIGN FROST LINE HAZARDS 9 inches. The area of the window well shall allow the emer en esca a and rescue o enin to be full o ned. mason or concrete exce t where su orted b the use of a roved joist han ers. O .., LOAD m h Effects Wind bourne CATEGORY WEATHERING DEpTt1 TERMITE DECAY TEMP REQUIRED Index Temp 9 cY P P 9 Y Pe appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or ry P Pp y pp J g ( P ) 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 or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. Region Debris window in the full o en osition. Ladders or runs shall have an inside width of not less than 12 inches, shall roect not less than 3 inches from the W � w Y P P 9 P J Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where ermitted b the manufacturers recolmmendations or as shown on these MODERATE SLIGHT TO 10 R310.2.3.2 Drains e. Window wells shall be desi ned for ro er drains e b connectin to the buildin s foundation drains a tem re uired b Section R405.1 or b to revent water from enterin or accumulatin within the corn onents and to resist h drostatic and h drod namic loads and stresses, includin the drawin s P Y 9 9 P P 9 Y 9 9 9 � q Y Y P 9 9 P Y Y Y 9 g . p 20 130 NO (B) SEVERE 36' TO HEAVY MODERATE Degrees Yes X 1500 an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with a roved en ineerin ractice & be me ared b a re istered truss desi n ' ` Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical art of this code for wet locations. PP 9 9 P P P Y 9 9 m � V R301.2.1.4 Exposure category. P professional where re;sired by the statues of the jurisdiction in which the project is to be constructed. " 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group 1 soils, as detailed in Table R405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate � T '] R311.6 Hallw min. 36" clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. P4 O or larger. Exposure B shall tIe assumed unless the site meets the definition of another exposure. ad's' R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the Section R506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions (having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways idth. Stairwa shall be not less than 36 inches in clear width at all oints above the ermitted handrail hei ht and below the re uired headroom hei ht. elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7.1 W IVs P P 9 q 9 R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas includin craw R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone crushed concrete or crushed blast-furnace sla assin 3. Ex osure D. Fat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 '/� inches on either side of the stairway and the clear width of the stairway at and below the handrail height, 9 g I spaces, that are below the design flood elevation shall: 9 9 9 � g p g P 1. Be used sole) for rkin of vehicles buildin access or stora e a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. feet from the unobstructed aI•ea. including treads and landings, shall be not less than 31 1� inches where a handrail is installed on one side of 27 inches where handrails are provided on Y Pa 9 � 9 9 • U 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-grovel' mixture soils classified as Group I both sides. P P 9 9 according to the United Soil Classification System in accordance with Table R405.1. I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsu orted R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. on The total net area n openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured R301.3 Story Height. The wind provl.,lons of this code shall appy g ry g g Y PP on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F- bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3') between floor levels or landings. provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. resist wind loads shall be in accordance with the International Building Code. flood elevation, each area shall have openings. H U R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 jr< inches shall be provided on stairways with solid risers. Section R602 Wood Wall Framing Z 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade W 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. immediate) under each o enin R602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3 1 throw h R602.3 4 Wall sheathin R302.2 Townhouses. Common walls ;separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, ftem 1 or 2. The common Y P 9• 9 ,� P ( 9 ( )• 9 � wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity. Handrails far stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened dir.#., to framing members and shall confirm to the requirements of Table R602.3(3). 2 shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 0 1. Where a fire sprinkler system in accordance with Section) P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 24i inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembl tested in accordance with ASTM E 119 or UL 263. floor elevation plus 1 foot or the design flood elevation, whichever is higher. . y be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R325 Mezzanines TABLE R302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a _ NIG (a,b,c,d) Il'P_E s here 4 inches or more in diameter. R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE p they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EKTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of on operable window opening is located less than 24 inches above the finished floor and greater located. r` than 72 inches above the finished rade or the other surface below on the exterior of the buildin the o erable window shall corn I with one of the 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR <5 feet 9 g' P P Y R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. ri o � °r° WALLS following: 3. CEILING JOISTS NOT FIRE-RESISTANCE RATED 5 feet R 325.5 0 enness. Mezzanines shall be o en and unobstructed to the room in which th are located exce t for walls not more than 36 inches in hei ht, (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ N N ry ri I: .- N ui 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its lar est o ened P P P 9 OVER PARTITIONS o N N ri ri ai PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet position. 9 P Columns and posts. TABLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS ll Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to I in s r 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowin the window to full 0 n, shall not reduce the net clear o enin area of the window unit to less than the area re uired 2. In buI d g that a e not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 9 Y P 9 q Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE tOD COMMON. TOE NAIL WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS TWO 16D COMMON. END NAIL 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL g Z NOT FIRE-RESISTANCE RATED 3 feet Z Z Section R313 Automatic Fre Sprinkler Systems R302.2.1 Continua . The fire-resistance-rated wall or assemb se ratin townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL u6 Z cn co a' a. ty N Pa 9 deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o 0 0 o o Z _, w assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 0) cn j v7 a ¢ � 130. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL w _ � R302.2.2 Parapets for townhouses. 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0 C FACE NAIL W � w ab 1bb 0 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 Ore and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped / Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. - 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24'MIN LAP SPICE EACH SIDE OF JOINIT) FACE NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less Section R403 Footings N N R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16 O.C. FACE NAIL o than nominal 2 inch (51 mrt1) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or Bllconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the N walls and any openings or p�:netrations in the roof are not within 4 feet of the common walls. biilding is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL .- 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the d,flectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior any inorganic material or fill. lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: FOUR 8D COMMON. TOE NAIL 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather. 3000 psi plus 5 to 79 air entrainment R302.2.4 Structural independence. Eacl1 individual townhouse shall be structurally independent. Section R314 Smoke Alarms 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 79 air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL R 403.1.4.1 Frost rotection: Bottom of all footin s to be at least 36" below rade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL Exceptions: R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. P 9 9 Z [� 1. Foundations supporting exterior walls or common walls. R314.1.1 Istings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 109 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 L 0 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 D34. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL C- j. R302.3 Two-family dwellings. Dwelling units in two-family dwelllings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Lcation. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o c at ed es and JO O p fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fre-resistance-rated floor/ceiling and wall assemblies shall extend to and be . In each sleeping room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all woad foundation wall sill plates shall be anchored with 12 inch diameter ROOF, AND WALL SHEATHING TO FRAMING e W Y 8D COMMON (ROOF) 12"o/c at interior tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. !. Outside each separate sleeping area in the immediate vicinity of the bedrooms. anchor bolts spaced e. shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of w w 8D COMMON (SUBFLOOR) supports (see note f) W w the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and (- Exceptions: 1. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. 0 _ ¢ located not more than 12' or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. _ 0 o 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Istallation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in a. All nails are smooth common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Z 13. location required by Section R314.3. connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 (20d common nail), (' R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies . Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. ( ) 9 9 TABLE R404.1.2 1 90 ksi for shank diameters lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank diameters of 0.142" or less. � 4 shall have an equal or grealer fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W ;. 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 self-closing device. Doors Ionization smoke alarms with on alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p W � from garage into habitable space: 45 min. fire rated with self - closing device. Doking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum . Photoelectric smoke alarms shall not be installed less than 6 feet 1828 mm horizontal from a ermanentl Installed cookin 0 liance. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT Z ( ) hr P Y • 9 PP wALL (FEET) ❑ I-II No. 26 a e sheet steel or other a roved material and shall not have openings into the garage. . R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R602.3(5 2x4 wall studs at 16 inches on center with a maximum het ht of 10 feet shall su rt a maximum of one floor lus roof ceilin assembl . 2x6 9 9 PP 314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. 58 ONE N0. 4 BAR WITHIN 12 INCHES IG THE TOP OF THE WALL STORY ) 9 PPo P / 9 Y W = R302.6 Dwelling-garage fire separatim. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5 AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: ai M Attachment of gypsum board) shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed its less than or equal to 130 mph, � cO perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 2 rade studs su ortin a roof load with not more than 6 feet of tributa len th shall have a maximum wall het ht of 18 feet when f" R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 eneral. Carbon monoxide alarms shall comply with Section R315. AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 9 PP 9 Tr. 9 9 O m spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z araeceilin : 58t eX I sum board R315.1.1 istings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing � ui R302.6 G g g / yp .Iyp accordance with UL 2034 and UL 217. partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z 9 9 0 R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. R315.2 Nhere required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. () o 0 07 R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for (4 : • • • • . •• R302.11 Fre blocking shall be provided in wood-framed construction in the following locations: 1. The dwellin unit contains a fuel fired a IianCe. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing (walls & figure R602.6.1 top plate W 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 9 PP framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails o : �0 ARC�� 2. The dwelling unit has an attached garage with on opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 1.1 Vertically at the ceiling and floor levels. T 1.2 Horizontally at intervals not exceeding 10 feet WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. F011ow manufacturers specifications for engineered products. (figure R602.6.1) _U �� �E2T Cy �` 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. (FEEn (FEET) Do not backfill with any soil contatnrnq silt or clay. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. WALL THICKNESS (INCHES) I- : , Q% ''4 _ 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. e Z NR NR NR W _ d: : 9 S 5 0 41 NR NR U ' �. ; 5. For the fire blockin of chimne s and fire laces, see Section R1003.19. 915.2.3.1.1.1 ,carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 9 Y P alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. 1D s s ® 41 5 22 NR s'=1 ,, 6. Fre blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, ftem 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. : \C. i , ❑ 0238N� ` % : �T , �,/ 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classi ied in one or more of the following Locate vertical bars 1Y' clear from inside face of walls. The center of bars shall not vary from this by more than 38 inch. v f_ \C� 1. Twa-inch nominal lumber. (�.�..�.... occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 2. Two thicknesses of 1' nominal lumber with broken lap joints. `� ' 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NU ER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. �j 5. One half inch gypsum board. 2 O 16 O 2 3 6. One quarter inch cement based millboard. W 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. UNIT 74 UNIT 7 3 Q SHEET NUMBER 12 z (B- 2 ALT- 2 ) (MODEL B- 2 ) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following U) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: TRUSS IDENTIFICATION SIGN �- ( j N1101.11.1 (8303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z w ULTIMATE DESIGN W MINIMUM NAIL slab-on-grade floors shall have id opaque andweather-resistant rotective overin to prevent the degradation of the insulation's thermal performance.PANEL WIND SPEED v uItng opaq a p covering p g P 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 O MINIMUM MININUM 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 from the tank will cause = q WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damn a the tank shall be installed in a an constructed of one of the followin () SIZE PENETRATION( STRUCTURAL THICKIJESS (INCHES) WIND EXPOSURE damage, P ( ) 9 6" DIA r, � EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED V 6 INCHES PANEL SPAN (INChEs) 1. Galvanized steel or aluminum of not less than 0.0236 inch 0.6010 mm in thickness. � '�"�', RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) 1187 0 a) B C D TABLE N1102.1.2 (8402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z U 0- t COMMON 1.75 24/16 7/16 I t__16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. N \ / ( 1 A plastic pan shall not be installed beneath a gas-fired water heater. \V/ I \y/ R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING wooD MASS FLOOR BASEMENT SLAB CRAWL =3 o v t p p pa pa pp ( 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE ~ r r, story) shall have the wall sheathing and fasteners desigTed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTO R SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL �a+ ` R-VALUE Section U101 Scope z EFLECTIVE � "� � �C,4�' °' practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M RWHITE = N>- 4 MARINE� 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " U) = y oz - R802.11 Rafter or truss uplift force. 0 -9 e;to Section U102 General Definitions Z For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does " 1/4" 0 L § � n M - San ft 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2 Q W e Cl) Span ( ) photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE U e N `} Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ U = ti CID " N1102.2.4 R402.2.4 Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawls aces shall be r' Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24 o/c spacing. Increase x 1.32 for 140 mph. ( ) Pa Pa P Section U103 Solar-Ready Zone SIGNS IDENTIFYNG THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN V 8702.3.5.1 Screw fastening. for attaching sum board and sum ane) pro to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,N11H A STROKE WIDTH OF 1 g g gyp gyp p p g yp yp U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. /1'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN and shall penetrate the wood not less than 5/8 inch. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING TO PANTOIE 0 81102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)X187. a R702.4 Ceramic Tile. areas as required by the International Fre Code. New multiple single-family dwelling (townhouses) three stories or fess in height above grade plane and with R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table 8702.4.2, N1102.2.8 (8402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. SECTION G 1OR S SIGN OR SYMBOL P4 p a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) 1}E SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers recommendations. (13.94m�). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE 8702.4.2 of access or set back areas as required by the International Fire Code. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTIUTY is insulated in accordance with Section N1102.1.2 and N1102.2.8. Backer Board Materials N1102.4.2 (8402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERMCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL 9 MATERIAL I STANDARD I U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE APEXED TO THE EXTERIOR doors on factory-built built fireplaces listed and labeled in accordance with UL labeled the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. SIGN OR SYMBOL REQUIRED BY THIS PART SHAD_BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY Clocation or main circuit location. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE 0 NONASBESTOS FlBE:R MAT REINFORCED CEMENTRIOUS BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: U TABLE 8703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 16105.3 OF THE INTERNATIONAL BUILDING CODE. 0 Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced other oue outlet iced by a separate branch circuit that does not supply othtlets. At least one receptacle VM- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation W is required for each car space in a garage. SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES a,� (mons) ABOVE AIxwE ABOVE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 1J7 GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z 000/4 6'-0' 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Negri all 125 volt 15 and 20 am receptacles to be tamper resistant. 0 + L L400/4 e'-0' 5'-0" 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P Y P P P (EQUATION 16-9) 0 150.54/16 t0•-0' e•-0" 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) W 1_60.5x1/4 14'-0" 9'-6' r-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 BE SEALED. ILL Ln WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD Z M Z Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7 , S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF ` , .J c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. -10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. �� 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 SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN \V) C) ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: I-]8703.12.1 Clearances. `/� DOORS SEALED. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, 1. Minimum off 4 inches (102 mm) above the earth exterior stud walls, adhered masonry veneer shall be installed: DESIGN LOADS: TO SUPPORT PHOTOVOLTAIC CELLS.RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN ^ 8703.12.2 Flashingat foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm Or 26 gage galvanized Or plastic With 0 minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FORr-� ALLOWABLE DEFLECTION vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: TABLE 8301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DE}1EC110N OF THE LESSER OF 1_/360 OR .75". OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fre Separation. Polypropylene sidin shall not be installed on walls with a fire separation distance of less than 5 feet 1524 mm and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2 5 ALLOWABLE pg p ( ) ( ) STRUCTURAL MEMBER FOLLOWING INFORMATION: �� >_4 GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE IF AN SPAN, AND SPACING. �� feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS ( �' Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2. LOCATION OF ALL JOINTS. THE DRYWALL 3. REQUIRED BEARING WIDTHS. O 8703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall with no finished ceiling attached to rafters consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD . SNOW LOAD. Y 9 EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. ^n r. anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ELECTRICAL// PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. !� 44 anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. Floors and ceilings w/ brittle finish 1_/360 4.4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with max 7:11 roof pitch. See figures R03.8.2.1 & R703.8.2.2. UNINHABITABLE ATTIC WITH STAIRS: E: 20 PSF (HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members 1_/240 4.5. CONCENTRATED LOADS AND THEIR POINT'S OF APPLICATION. (1) R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls w' 4.6. CONTROLLING WIND LOADS. 0 / / g gage. Pa 9 9 ( U) ( ) with plaster or stucco finish 1_/180 veneer a minimum 1-1 2 inches, with not less than 5 8 inch mortar or rout cover to outside face. minimum tie size= 22 US a e. Minimum tie fastener unconditioned s ces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm 0.944 s when tested ULTIMATE DESIGN WIND SPEED: 13a MPH FROM FIGURE 8301.2 4 A 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. m = 8d common nail. Airspace= Nominal 1' between sheathing & veneer. FAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. V J spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ [� C402.4 8402.4.6 Tenant Separation Walls Mandato Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per 8301.2.2) Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ^ LC) R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support„ ( ) p (Mandatory). p 9 Y 9 P 9 Y 9 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no fess than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,Oo0PSF Per TABLE R401.4.1 Lintels supporting masonry veneerL/600 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. > :V ` R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. U R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. fn not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 R403.1.1 Programmable thermostat. The thermostat controlling the rima heating or cooling stem of the dwelling unit shall be capable of controlling WOOD FLOOR TRUSS SPECIFICATIONS: ( ) g g primary g g sy g p 9 TABLE 8301.2(2) R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heatingand cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q 9 Ys Y P P Y Door And Window Required Design Loads: CODE. f R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (ITC) or up to 857F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures with a gusset late as a tie. Ride board shall be not less than 1 inch 25 mm nominal thickness and not less in depth than the cut end of the rafter. F_ 9 p 9 ( ) P initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z U At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to cant' and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water bailers that supply heat to the building through one or two pipe heating systems shall W that point. Where the roof Itch is less than three units vertical in 12 units horizontal 25 percent slope), structural members that support rafters and 130 MPH ULTIMATE 140 MPH ULTIMATE D + L (EQUATION 16-9) 2 p p ( PePP have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. WINDOW DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. / U 8802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2 -19.0 +21.2 -28.0 0 accepted engineering practices. / / FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: R802.7.2 Engineered wood products. Cuts, notches and holes (bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.44-22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL= 5 PSF 0 timber members or I-joists: are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 Exception: Ducts or portions thereof located completely inside the building thermal envelope. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". specifically considered. 100 S.F. +15.5/-19.0 +18.0/-22.0 R802.8.1 Bridging. Rafters and ceiling joists havin a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAW►NGS SHALL BE PROVIDED TO ARCHITECT AND BUILD( g 1 9 Table values shall be adjusted for heights > 30 and exposure C or D b multiplyingb the NG OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 Intemational Residential Code (as amended) of the New York City Constructions Codes, as applicable. � 9 P Y Y FOLLOWING INFORMATION: adjustment coefficient in Table R301.2(3). 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION ALL JOINS. joist spans of 6'-O* and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 3. REQUIRED BEARING WIDTHS. 4.1. TOP CHORD LI E LOAD OR SNOW LOAD. continuously welded joints and seams, and lacking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. NI103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. r- r r n rl- N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall A B B R EV I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. [`_ r- 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ¢ N N N eh h c° N ui accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J o N N ri tri ui 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall 9 A.B. ANCHOR BOLT . EACH REACTION FORCE AND DIRECTION. or other approved heating and coating calculation methodologies. D.S.DSDOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent pp 9 9 og A.F.S. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. LOCATED CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE EA. EACH LVR. LOUVER RNG RANGE RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F..T. ABOVE FINISH TREAD L.T. LAUNDRY TUB R.O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM E.J. EXPANSION JOINT R 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. g 9 P 9 9 ELEC. ELECTRICAL MAS. MASONRY RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ANCH. ANCHOR ELEV. ELEVATION inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framing members to the Underside of the roof framing members. Section N1104 8404 Electrical Power and Lighting Systems MAT. MATERIALco ( ) 9 9 y < ANGLE EQ. EQUAL S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z co The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 8404.1 Li htin and equipment Mandato Not less than 75 percent of the lams in permanently Installed lighting fixtures shall ARCH. ARCHITECTURAL EQUIP MAXIMUM MDO MEDIUM DENSITY OVERLAY DRAFTSTOPPING1 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOX)R-COLING ASSEMBLY DR419OPS SHALL BE � a g 9 p 9 Y ( Y ) Y Y ( ) 9 9 (Mandatory). P P P Y 9 g ® AT EQUIPMENT SCHEN. SCHEMATIC • accessible location. Where: located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFfSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL Tri Z � m cn - a Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD E EXTERIOR MIN. MINIMUM SHE. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFfSTOPPING SHALL BE PROVIDED IN FLOOR-COLING ASSEMBLIES UNDER THE O O O F O O Z J access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: V5 N V5 < co g < located in attics. Section M1305 Appliance Access M.O. MASONRY OPENING STAINLESS STEEL - - 5 w 5 5 a N D APP BM BEAM S.S. W W W J M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM( BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL STI, STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. W M W1W It M eb a5 U Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLICG. BLOCKING STRUCT. STRUCTURAL F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT m R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING SUSP. SUSPENSION jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C service an appliance. FDR• FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: N j g y eq g g ( ) PP� BRIK BRICK PLR. FLOOR SGD SLIDING GLASS DOOR roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSWT BASEMENT FP FIREPLACE SQ. SQUARE • USSE A o R 902.4 Rooftopmounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured CL CENTER LINE O.C. ON CENTER TR S SH LL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL civ P P P P P F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.MI.U. CONCRETE MASONRY UNIT FRMOPER. OPERATOR FRAME T & G TONGUE AND GROVE t TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CIJI WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) C.J., CONTROL JOINT FT. FOOT / FEET OPNG. OPENING TGS INSURE 11GfiT FfITNG JOINTS. R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. COL COLUMN FTG OPT. OPTIONAL TOP OF FOUNDATION WALL s TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND P 9 q P IY 9 9 FOOTING TFW V) R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE GA O.S.B. ORIENTED STRAND BOARD TYP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE F-• typical. Appy . p 9 9 9 dryer system COND. CONDITION GAUGE OZ. OUNCE T TREAD Z I Ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes d er exhausts tem shall complywith code section M1502 listed and GALV. GALVANIZED LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR LLL higher. Ice protection requirements per table R3011.2 1 . Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes less pt' CONT. CONTINUOUS L ZED 9 P q P ( ) g P y � labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G.C. 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 � CONST. CONSTRUCTIONGENERAL CONTRACTOR ONE SHELF TRPL TRIPLE • 0 than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3-0 is required between air exhaust terminations and openings into the building. GEN. GENERAL 1/S TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL ,OF A REGISTERED DESIGN PROFESSIONAL � CTSIK. COUNTERSUNK * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 0 O 00 R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal 2:12 or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. Gam• GYPSUM PC POURED CONCRETE m P P 9 Y P ( ) 9 C.O., CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. --I � a Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L. PBD. PARTICLE BOARD slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CAN1T. CANTILEVER GLUE LAM W Y Y application q / capacity C.T. CERAMIC TILE PL PLATE VERT, VERTICAL underla menta lication is required in accordance with Section 8905.1.1. Area to be exhausted: Bathrooms toilet rooms= Mechanical exhaust ca cit of 50 cfm intermittent or 20 cfm continuous. HGT. HEIGHT v iii PNL. PANEL W W R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FlELD C� = Q PWD. PLYWOOD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to 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 piping is located less than C.M_ CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY W WASHER U o penetrate through the roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is ( ) P 9 9 P P 9 9 9 P P 9 PF. PREFABRICATED 1. The mechanical systems shall be installed in accordance with chapters -33 of the 2015 IRC & 2016 NYSRC. Z P 9 9 ( ) 9 9 1 inches 38 mm from the framing member face to which wall ceiling or floor membranes will be attached, the pipe shall be protected b shield lutes C.R., CHAIR RAIL HD.WD. HARDWOOD W/ WITH � ( ) 9 9 P P P y P HR. HOUR PR. PAIR 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. � less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER WD. WOOD P 9 Ys P 4 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 HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. 9 9 9 P 9 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB PSI POUNDS PER SQ. IN. W 11 inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL DOUBLE HOSE BIB WO OR W/0 WALKOUT 4. All general notes unless otherwise noted on pions or product specifications. 0 r T 1 � I.D. INSIDE DIAMETER PSF POUNDS PER SQED WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. or into the gutter. Where siding is provided' on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA.. DIAMETER P.T. PRESSURE TREATED the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 404.7.3 Shield plates. Shield plates shall be of steel material having a thickness of not fess than 0.0575 inch 1.463 mm No. 16 gage) DIR.. DIRECTION INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturers specifications and / or ❑ Z ( ) P P 9 ( ) ( 9 9 ) INSUL INSULATION QUAD. QUADRUPLE provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be DN DOWN recommendations. [�] G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of INT. INTERIOR REQ'D REQUIRED ^ _ provided in accordance with Section R703.7.2.2. DR. DOOR 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report luny and all discrepancies including any li.i c) the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediate) to architect for corrective measures nor 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 DW DISH WASHER RMS. ROOMS Y p' to construction. 0 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than ,4 inch (6.4 mm) below the roof sheathing DWG. DRAWING JT. JOINT REINF. REINFORCING REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. I- and extend u back onto the roof deck not less than 2 inches 51 Trim). Drip edges shall be mechanical) fastened to the roof door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground KSI 9. The general notes and typical details a throughout the job unless otherwise noted or shown. 0 m P ( ) P g y level. KIPS PER SQUARE INCH 9 tYP PPIY 9 1 Z deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall Z fLi The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or fess shall be located not less than 6 inches from any air opening over the drip edge along eaves and under the drip edge along rake edges. promptly report it to the architect for proper adjustment before proceeding with the work. Z < into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent I I v termination clearance. 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shalll be of the some character as for similar (7 0 _ D co R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from an air opening Into GRAPHIC SYMB0LS conditions that are shown or noted elsewhere on the construction document set. C/, ....: ... ................ and 4 of this code. the building. PP P P y P 9 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and suppliers recommended W :: AR ;/,, �-� 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 installation procedures. 0/ BERT CN �`� \ than 3 feet above the highest point where the chimney asses through the roof. STRUCTURAL CALC. REFERENCE U ' o 9 P y P 9 Section G2439 (614) Clothes Dryer Exhaust )()( ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts ;;�4,,' F� DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. F � '41, G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all QC 1/ w .t �' %\ Section R1004 Factory-Built Fireplaces )(X c, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED 0 SAF 1{ other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT. IT IS A LLT, I G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust v ��, 1 built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 2 , R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system: The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. �.> O DOOR / HARDWARE TYPE c�, 4'`' system has been specifically tested, listed and labeled for such use in accordance with UL 127. !n` `�� 023a�p -���/ R 1006.1 Facto built or mason fire laces shall be a ui ed with an exterior air su I to ensure ro er fuel combustion unless the room Section P2607 Waterproofing of Openings BUILDING SECTION rY ry P q PP PPY P P XX _ _ _ XX 'y ��� is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved efastomeric material shall be installed XX XX ❑ - OF g` in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required �= PARTITION TYPE Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling Insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or J NUMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 2 0 1 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam - - thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 74 UNIT 7 3 Q SHEET NUMBER Z (B- 2 ALT- 2 ) (MODEL B- 2 ) W1-1 2 I --I I- I . I - 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, F- ^ , CONNECT KING 5TUD5 TO TOP PLATE W X " ROOF FRAMIN6 WRAZ P 1-1/4"X22 6A.6ALV.COIL STRAP ARAM TO WPAIR C6-V X it MR OF 6W05N6 RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb E ATTAat TO MH PAR 2x AGQ LED6ER W/2-3/8"x5" LACDHL.TOP PLATT= CRIPPLE STUDS q o OPPo5N6 RAFTERS R06T � BOLTS o 16"OG INTO STUDS Ib O.G. O qE PIPJ PLM SIMPSON 5TRON6-TIE 2X BLOCKING Q • o A35 o EVERY RR AT 2 END BAYS 2x4 STUD WALL OR 0 - - � � O SIM,"STGSnW CEILING J015T OR wSTIRDWEI, KS c rn t o G TRU%BOTTOM CHORD 51MP50N H2 CONNECTOR a EA. 7YP 8d NAILS TMPRWv ` 111 SIMPSON 5TRDEE AN6-TIE H2 8D NAILS -TIE to -TE VARSTWSFUU.PS Cf ATTAGFI�TO MH PAIR OF 6R951106R951105RAFTBZS. ALTERNATE TO RIDGE STRAP= HIMPSON STRONG-TIEB® EVERY RR RAPT STUD AND KIN65 j T 1_____, R5WP5 ARE W WAUREP W"OLM TEMS PROVIDE 2X4 COLLAR TIE AT (HEN ALI16NED) FOR USE WHEN STUDS AND USE IN GOM3INATION ONLY WHEN STUDS MV ► OR 2X4 uz ARE LZATEP IN LPPER THIRD X TRE UPPER THIRD of THE ATTIC SPACE U > W N po S AL16N `RAFTERS DO NOT&16N ATTIC SAGE AND ATTAGt1 D TO FA tl PAR O RAFTERS W/4-IOd NALS EAGH STUD,SEE U) '_IZAFrER I Y 4-10d AT EACH RAFTER) GS-22 STRAP AT P- -F-+ rn N} LSU26 FOR 2x6 RR DETAIL 4 Z i IRS,'i M LSU28 FOR 2x8,2x10,OR 2x12 ' O QIL a M 24 FRAM OR O= Mco -RIDGE STRAP DETAIL / RIDGE 5TRAP DETAIL LU2b aN SERY C,.-TIE yTa�?�OL. °R L � (FOR CATH.GL65=IIICOLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ NO SPECIAL FT2x A00 LEDGER W/3/8"x5'LA6 CONNECTORSa2 N.T5. AT // 3 N.T5. LOCATE AT EVERY RAFTER BOLT o I6" Or, INTO STUDS IN THI5 AREA STRAPPING TO BE I-V4 X22 6A. � 6ALV.,SEE DETAIL 4/01.ALL STRAPPIN6 -Te -TIESMP05 -re ni N STR0N6 SIMPSON STRONG TO BEAR A MIN.OF 10"ON FRAMING./ SLAf50N 5ERM op NAILS TYp.f w MAY cc I1=ED N'Ai> " / PORCH �R001= GABLE END WALL � 80 NAILS TYP.���� M�����. / DETAIL AT ATTIC FOR USE WHEN STUDS AN7 U5E IN C�Ohi RATION ONLY WHEN 51UD5 AND / STRAPP I NO DETAIL I L 1RAFTER5 AU6N -RAFT>�DO NOT ALIGN I O NTS. I( N'T5' STRAPPING TO R11M ONTO RIM JOIST,SEE DETAIL CWI(ONE STORY)OR ONTO STUD 0 8001= RAFTER HURRI DANE TIES\\ .___ ; • � AT WALL BELOW MIO STORY) D I \ ~ NJ.TS. LOCATED AT EVERY ROOF RAFTER \ ATTI G o • STRAPP I NC DETAIL ' SI�PSxN POsr GAP c +, �2 FOR FRAME GONNEGTI ONS o ' UE EGGQ5-4 AT MDI NT5 Ln /"� 2ND FLOOR I� / FM-W (2)2x 4-I6d FADE NAILS FROM Z �) / STRAP OR 4x PROVIDE 3X%6 X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ v WC4W SEG)RED BY WOOD 51LL PLATES. POST TOP ANCHOR � � NAILS 51MP50N PAB OR 55 ANCHOR BOLTS MAY BE U5ED IN LIEU Of- COLUMN BND LENbm / THREADED ROD W/WASHER PLATE. NLT5. LOCATE AT EVERY COL aJMN/&RDER CO>`Q GGTICPI H/2 lP ft l PROVIDE 3'X6'X.036'6ALV.STEL PLATE IN / EW 6F 50 b-BD NAILS AT CORNERS AND INTFR5EGT1N6 Ir MN NAILS WALLS. 3'X12"XD3b'6ALV.STS PLATE W/ (4)NNS MN N �"LE3J6m ) / l 1 ;p 12-812 NAILS AT AT ELM JOINTS IN STRAIGHT SIMP50N LSTAI2 STRAP W/ rj�1 CLEAR NAILS WALLS RERE THERE SINGLE PLATE OR HEADER 5-IOD NAILS FAGHI END AT 2X6 KING STUDS IUAN)= EACH IAGK STUD 101/ I ONE AT SPANS UP TO b FEET GUf L13N6m \ / �� 24'MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEST IQ FIRM MN P��z 50'4P A3C1 ROD THREADED b"BOTH ENDS. I FOR SPANS 12 To 16 FST 2X6 JACK 5TUD5 NAND:P15rNa 6r w 12-160 MIN.NAILS Tia IST FLOOR 3/4 AND I ROD AT 51MP5ON STEEL STRONG WALL,SEE PLANS ONE AT SPANS<6 T DV LftTH NAILS AT ALL SPLICES TWO AT SPANS FROM b'TO 12' W F.L. it Mid. , THREE AT SPAN5>12' SIMPSON POST BASE ry 2'X3/01'X3'WASHER PL W/NUT EACH 5112E UNLESS NOTED OTHERWISE ON PLAN Q (4)NNS MN N I ABU44 OR AB",SEE PLAN p"LBJ6m�) GS-22 COIL STRAP I UPPER STORY SHEAR m (� 1 WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR WALL ❑ W FLOOR TO FLOOR TIES I l - -- BELOH GONNEGTION Q �{ I ' ' FOR 5ET BACK HALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. LOCATE AT EVERY 5TW I \ FOUNDATION IDT I O I V U2'0 HOOPED ANCHOR BOLT W/r v MINIR M B�htENT OR EXPANSION STAINS LfDBZ 5IfATHIJS PROVIDEE�bd GLNf,1aN(011 x 25'LONG)NNS I NM. \ BOLT tv 5'MINIMUM EMBEDMENT N.T.S. N.TS. M STRAPS O N 9`1EAR6 PROVIDE.:IOd Ca hM(0151 x V L arb NAILS. I \\ H.T.S. \\ COLUMN POST BOTTOM ANCHOR r1 6 ALLOWABLE HOLES - \ l AGATE AT EVERY GOIaJMW 6FRDM GOMIGGTION ttczf'IMM co _ To MAr VALMY Jac 8D NAIL o 6'0/6 AT ALL PANEL E06E5 " V I \ PPARad100TM10W " IbDNAIL® 24 0/G LVL Headers and (Beams Z 'S t�WM HIP RAFTER, 160 NAIL o 24'0/6 3(y"056 OR PLYWOOD W wfr� 51MP50N HGP HIP 5EE PLAN SHEATHING I Microllam® LVL � NOTE=WHERE 24'WIDE MINIMUM FlAJ HEIGHT CORNER TIE INTERIOR 1.3E ole zone and I (4)NALS MR N LSL hole zone 2 x diameter of the WALL RETURN 5 PROVIDED AT ENDS OF Ir LBJbm(r hole Izo ®PSL largest hole(minimum) Y depth O BRACED WALL(LINE THE 8008 HOLDOFd1 MAY I `, BE ELIMINATED.. PROVIDE TWO(ONE AT EACH b SIMJ G5.22 STRAPS PER DETAIL 4 IN LIE/OF I W4'14111 sHr IPSON BP WASHER iJ�m INN) `` o - LSTA36 STRAPS SHOT N IN THE DETAIL NAIL SHEATHING TO ` ,� o AT ALL PANEL NAIL 0 /EDGES d INTERIOR I SILL PLATE IN 8d 2X ACQ SILL PLATE DOABLE - T- - - - T NAILS a 4'0/6 SILL AT FULL BA5EMENT5 ° EXTERIOR GYPSUM BOARD � o 0 Microllam® LVL and 5/8 DIA 5X15- 'OL.R Parallam®PSL J 7'MINIMUM -- --- SD NAIL® 12'0/G AT ALL I34BFDM8NT BOLTS MAX 2'8'OC., zx b MAT VARY EXTEND BOLTS MIN.7'INTO 65-22 COIL STRAP Jac 9W To RNM MEMBERS NOT AT PANEL ED6E5 FON.WITH T16tNOW Nn i EHdM. allowed hole zone 3'x 3'KA51 R TO EACH BOLT. (2)1 x i AGQ %J150 L74 PLATE NN.EP TO >-LSTA36 IN 10-10d NAILS PROVIDE TERMITE SHIED SILL SMF"COL S �p 15/32"05B OR middle Y span CONTINUOUS SEAL AND MAINTAIN 8'MIN. 61L PLATE RM AND 5LL PLATE®Ii0/G AT Feat RRTrit N7B� IN51DE CORNER OUT5IDE CORNER LOCATED 2'TO V �,�y J ac Nr cT� PLYWOOD 5HEATHIN6 d 1.3E TimberStrand® LSL allowed h41e zone d r n INTO STUD ABODE AID FROM WD TO FINISHED 6RADE BELOW(2 FAGH GORIER) FROM TOP OF WALL NIL AS TER T^E')x"4M PLAN VIEW PLAN VIEW .- Tau=2,g80>< SIL STAINS UNDER SHEATHING PROVIDE=8a COMMON(0.131 x 25'LONG)NAILS.GAIL EXTERIOR WALL TOP General Notes a N N N M ti � N N 5�FOIINDATIa!PLAN D r N N c+i M co .- STRAPS OVER 5HEATHM6 PROVIDE=Lod COMMON(0.131 x 3'LONG)NAILS. �( /�� �}��(� � HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERI V CORNER ER DEPTH HOLE SIZE headers and beams only. LAY-OBER OR FALSE VALLEY pl�-� }�I P CONNECT I ON 5TIRAPPINC 17ETA41L ALL FRAMING 43� 1" • Round holes only (Dand STORY CORNER GONNEGTOR5 �NT P I GAL_ ANGC,HOR E30L 5STUD TO RIM JOIST TO SILL PLATE I�1 I S ��y 5Yz° 1%" • No holes in cantilevers, Q� N.Ts. 7Ya"to 20" 2" • No holes in headers or beams in plank torientation. v LOCATE AT EVERY STUD PL•T5• H.T.J. H•Ta�• See illustration for Allowed Hole Zone DO NOT Cut,notch or drill N.TS. LOCATED AT EVERY GORNIR LOCATION A5 NOTED N.T5. holes In headers except as m indicated in illustrations Z Z and tables. CO)66 a d Z Z Z O Z Z Z A MINIMUM of TWO BRAG®wALL uNES(EMU ARES IN EACH DIRECTION OF A BUILDING. D L5 SHALL NOT BE SPAT M y Ntw wALL T, y n Aw O O O F O O Z J w MORE THAN 60 FT APART. WALLS WITHIN A BW..SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. 8W.LOCATIM ARE TO TEP Q PONY WALL f Ili I I TO TGP Q PII7AfY WALL�`(SID � � 55 Q @ U5 g Q c~n INDICATED ON FLOOR PILINS NOTE. -\� 5 5 5 w 5 5 a 2 FT MAX PONY WALL MAY BE2 FT MAX PONY WALL MAY 13E �I Cu w - SM76M InTIZ WPM AT 665- WAaP A BRACED WALL PANEL(BHP)SHAM BE61N WITHIN 10 FEET OF EACH END OF A BHI.. TIE DISTANCE Wn4!EN ADJACENT PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER WNL ETD PAN85(TYPE A)tDU AS REQURID EDGES OF Bpp'S SHALL NOT BE N3RIFA1Et THAN 20 FST. THl42E SHALL BE A MINIMUM OF TWO EMP ON EACH BHIL EXCEPT AT 3I/2'WIDE LVL HIF�4DER(SFJ FLAW ® AT#ACED WAIL PETALS G APD D. WALLELT S<16 FLONG MAY HAVE OPE 48'OR LONSM BNP. OWS ARE TYPICALLY 65-H5P SHEATHED BRACED WALL PANELS N Comm TO OUTSIDE OF PANG m ® (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE 5W TYPES A ® - 8-IGD NAL5 AT DTTIZ AND B DO NOT QUALIFY(DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIBUTIN6 LENGTH OF BHP 15 REGIUIRED. / ® BWP TYPES ARE INDICATED ON FLOOR PLANS. N 0 3/8'0 THREADED ROD EU 1U 0 G5-WSP CONTINUOU51_Y SHEATHED BRACED WALL PANELS(TYPE A)SHALL M Er MOTE=WHET E 24'WIDE MINIMUM FUD_HEIGHT THE i IKII 111"f OF TAM ER602.105. NAIL 7b'141141MLM WALL CONTINUOUS I IV'MIN DEEP HEADER TO F- CONTINUOUS IIV4 MIN DEET'HEADER TO WAIL-RETURN 6 PROVIDED AT ENDS OF SIHEATHINS WITH 8d NAILS O b'O/G( DOM AND 12V/C,(FILED)AND PRO VIDE 2X OUTSIDE KIN&STUD(SEE FLAW Q OUTSIDE KING STUD(SEE FLAW 4 PA&876E I... G5-W5P BRACED WALL LINE THE 800k BLACKMG AT ALL IIN�PORTED PANE.B)6ES. PROVIDE 600 PaW HOLDOV�I FASTEN j SNFATHIN6 TO(FADER HV +j FA5TE3N I} SHFJiTHINS TO HEADER YY Z HOLD"MAY BE E UMINATED. PER DETAIL IW OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 812 NAILS o 3'OlG IN EACH DIREGTiON 8D NAILS a 310/G IN EACH DIRECTION W EMIR A 24'HINMUM RA.L HEIGHT WALL RETILI I OR A 48'MINKIN BW. SIMPSON LSTA24 STRAP ON BOTH SIDES AAD SIMPSON LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PANS AS REQb CD EACH OF HEADER TO JACK STUD IN 16-1012 NAILS FACE IN Ib-IOD NAILS O r T� >_TABLE 8602.105 MINIMUM LEWT'H REQUIREMENTS OF CS-NSP 6-I/4'SDS SCREWS w m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 zFASTEN TOP PLATE TO HEADER W/2 z 'J � ROWS OF Ibd NAILS 0 3.0/6 p ROWS OF 16d NAILS 0 3'0/0o WALL PORTAL STRAPS I!2'FROM EDGE oN MIN PANEL BOTH SIDES(4 STRAPS PER PAM) W PJQ W P=LL AJAGINT CLEAR MINIMUM LENGTH OF U U > Y HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL HEIGHT(FT) WIDTH'L' v W PANE SHALL HAVE A LENGTH L'OF Nor PANEL SHALL HAVE A LENGTH'L'OF NOT b 2b' Q z Q �SIMP50N GNW GOl1Pl1R NIT R 64' 24' LESS THAN Ib'FOR 8 FT WALL,IV FOR 4 LESS THAN 16'FOR ONE STORY AND 24'FOR 8 60"TO qb' 36'' x>� PL NFO Fr ANJ 20A'� b FT WAIL 5M X> FIRST�ACTUAL TWO STORY APPLIGATiON 10 34' PAWL,VERIFY P LAVH 5' PL.Ut' SIMP50N 51153 STRON&+(ALL� Z U ((,41 21' 6YP51UM BOARD "6B'BRACED WALL PANELS(TYPE B)SMALL BE Q 4 11 38' l8.0 ANCHOR BOLT OR q b4'TO 80' 30' 48'MINIMUM IN LEr6TH ON BOTH SIDES OF WALL PIER TABLE - X 12 42' NOTE=DETAIL APPUCS TO W ~� q ADHESIVE ANCHOR 150"TO 0161 41' `1;*=05. 5EOJRE&6YP5W BOARD NTH 6d COOLER NAILS. (2)JACK STUDS MIN OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER Q a • (b4' 30' AKI5'X I$'6YN"AH BD NAILS,OR Aq8'X I% NHILARIRINSIED- IO 64'TO&0' 30' NALL5 a*710X ODM 5)AND TOiG(FIELD). BLOCKING 15 NOT t30"TO 116, 38" `fMC>X11RID AT UNSUPPORTED PANEL MOM WI@I PANELS ARE BLOGKIN&AT PANEL E06M BLOGKINB AT PANEL E V6ES N ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TR ISS OR FILL - 'Partial credit for panels 36"to 48"wide per RbO2.1052 PEI6HT BLOCKING DIR6GTLY ABOVE AND BELOW TYPE B WALLS TYPICAL HOLDC)WN DETAIL AT CONTINUOUSLY SHEATHED WOOD ONE JACK AND KING STUDS ONE JACK AND KING SCUDS BLOCKING AT PANG.I3a6E5 L EQUAL TO L;.I c� n n n n FASTEN 7/16'5HEATHIN6 TO EACH STUD FASTEN 7/16'SHEEATHI%TO EACH STIR " 11 or > 12" r TWO KING STUDS A STUCTURAL PANEL CS-WSP -TYPE A B GYPSUM BOARD GB -TYPE B AND SILL Wr 812 COMMON NAILS a 3'0/G AND SILL W/BD COMMON NAILS 0 3'O/G } FRAMED 1=LOC FASTEN Tflb'SfIEATHIN6 TO STUD Z r /� NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS a 4'o/G V J J PORTAL MAIL"A'ONLY APPLIES SIMPSON}IDUS HOLD"W/14-I/4W5 514w-ON HM HOLD"N YY b-1/4' N.T.S. To 2 FT To 18 FT WIDE OPENIM65. 5GRF3^5 IN DOUBLE END STUD 5125 5GRBd5 IF NO FLOOR ABOVE. Z TABLE 602.10 3(1)13RAGIN6 REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HXL4 HOLDOHN IN HO-H/4'SDS � WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-1/2'0 ANCHOR BOLT OR E XPAN51ON SGRB LSi IF FLOOR ABODE, PANG TO SRT DIRECTLY TI TOP OF SM-50 DTnZ tiGDM AT 66-W5P WMW WALL HE16HT5,AND 2 BRACED WALL LINES 1/2'0 ANCHOR OR EXPA 610M BOLT BOLT WITH 2'X2'Xs(�'R WA5FH2 WALL B�D PAN35(TYPE A)tUU AS RELci1RED ADJUSTMENT STORY CONDITION ADJUSTMENT OVER _ CONCRETE FOUNDATION WNL. Q � ��T CN AT bRAGi31 WALL PETALS G AND R STORY BWL SPACING DONT LTi{pD BASED ON 5l1PPORTTN6 FACTOR ><4 BAR CONT IN TOP of CONCRETE CONCRETE •4 BAR GOVT IN TOP GF GGMIGRETf 2-1/2'0 ANCHOR OR EXPANSION BOLT TIE V� �C s✓ L� C� 5HEATHIN6 EXPOSURE CATE60RY ONE STORY G 12 FOUVATION FOUNDATION J Z S IOD NAILS AT DTTIZ TOP 10' 25' S5' EXPOSURE GATE-60RY ONE STORY D 15 M4 BAR CONT IN TOP AND BOTTOM FOUNDATION to ,� EXPOSURE GATE60RY TWO STORY G 13 PAB5-18 ANCHOR BOLT OR Ye THREADED OF(ONGRETE FOUNDATION SIMPSON 587/8X24 OR PABX-18 ANCHOR cL = EXPOSURE GATE6ORY TWO STORY D Ib t9CT13TD WALL 5FEA1HIN6 GNBR RIM J015T ROD W/WASHER PLATE,513 DETAIL 15A0I PA65 18 ANCHOR BO1 T OR�•THIRIJIDhD BOLT OR Ye'THREADED ROD, W ® TOP 20 5.0 10.0 OVER ROD W/WASHER PLATE,SEE DETAIL 15/01 SEE DETAIL 15/DI Si F ti 4P TOP 30' 7.0' 14.5= ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL EDGE FRAMED WALL PORTAL DETAIL 18'ONLY APPLIES TO b FT TO IS FT WIDE OPENIN65, U) ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 4b'TONARDS R.602.10N)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APR"TION ONLY.PANEL HA5 23a�0 TOP 40' q.0' 185' ROOF HAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REa mm-e TS FOR BRACED WALL PANELS AT BRACED WALL LINES. WNL TO BE GONTRI13UTIN61_ENSTH OF 46'TOWARDS R602.1o.3(t)MINIMUM LBdBTH 51hP5oN STRONErWALL REQUIRES EN61NJE3 RID DESIGN TO U5®ON PMT FLOOR APPLICATION ONLY. TO DETERMINE PANG-SIZE AND ANCHOR BOLTS FOR ❑ O i � � ROOF SAVE To RIDGE ROOF+I FLOOR 20 FT 1.3 REQUIREMENTS r-oR BRACED WALL PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL Ot516N WIND LOAD AND CONDITION __-F TOP 50 11.0 23.0 ROOF EAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ........ ........................................... ROOF EAVE To RIDGE ROOF+2 FLOOR 20 FT NP TOP bo' 13.0' 'n.51 wALLHEIGHT ANY STORY 8FT o.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL 11ABWl1 SIMPSON STRONG WALL JOB UMBER APHBrVE ANCHOR BOLT OR BorroM of 2 10' S.o' 105' �HE;� ANY STORY ANY STORY 11 FT FT o5 FRAME "CS-PF" DETAIL - TYPE C "AFH" DETAIL - TYPED DETAIL - TYPE E DETAIL - TYPE F �o ..op: Q ob BOTTOM OF 2 20' q.0' 11.0' WAIL-HEIGHT ANY STORY 12 FT 1•I C NOT TO SCALE PER FIGURE 8602.10.6.3 D E E)NOT TO SCALE PER FIGURE 8602.10.6.2 <:na: •d,:.4: NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD w 1 6 0 2 3 NJNffiffL OF 1�PER PIAN DIRECTION AT STORY 3 1.3 ' o�a BOTTOM OF 2 30' 13.0' 275' NUMBER OF E L PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER : N1�ER OF BH L PER PIAN DIRECTION AT STORY 5 OR MORE Ib BOTTOM OF 2 4o 11.01 36.0' BRACED WALL PANEL DETAILS GYP BD FIN15H OMITTED FROM INSIDE FACE OF BHP 1.4 ^ HoLDOWN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD C,5+612ONLYL UNIT 74 (B- 2 ALT 2 UNIT 7 3 MODEL B 2 ) (!) 2O NLT5. BOTTOM OF 2 b0' 25.0' 52,55' GYP BD FA5TE?NING ANY STORY 4101C, o? - - APPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE U) W 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED �Mill� •' - . . :I••r r WASIMMMI I r • _. , •- - ,. . I I. 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I — 2: y 9 FDI 4"P.G.5LA6 ❑WITH bxb, (� cn ti o UNEXGAV. o o FDI I 10/10 H.W.M.OR FIBERMESH. 4'P.G.51-AB WITH bxb, `T - - I 2 MIN.3500 P51 CONC. v Ur I0/10 W.W.M.OR FIBERME514. I 2" I r------, MIN.3500 P51 GONG. — 2 HD � b" 8" FD1 EGRESS I HD r------, HD I I Q I I WINDOW m I EC-RE55 I HD I 4 2x12 FLOOR JOISTS b I Z WINDOW `r O c� I e Ib"o.G. 2"x 10" Q m 4 _ LAB SEAT U o 2x12 FLOOR JOISTS m HD 8 J 2"x 10' ® Ib'O.G. 11 2 4 WIDE J015T � SLAB SEAT _ Q F I SEAT.T.O.SEAT fn 0 0 4 ELEV= ()I'-I " %= Q HD 4"WIDE JOIST J\ J2 FDI I J L2'P.G.FOUNDATION WALL U SEAT.T.O.SEAT 4 I I 4 WITH DAMPROOFIN6 ON � Q Q ELEV= (-)I'-I ' �I -- FD " " I 13'-2" 24"x 12"P.G.FOOTING 10" 2'-0" ° L FDI 14-S 9-4 FDI 12"P.G.FOUNDATION WALL I 4 0 O ` ' J WITH DAMPROOFIN6 ON 4 I 10"P.G.FOUNDATION VJ 10" 24"x 12"P.G.FOOTING " W L WITH DAMPROOFING �I `- DIRECT VENT HEATIN6 EQUIP. ZQji 2-0 13 2 FDI Q 4 14-S HP GN 20'x 10'P.G.FOOTING ( ONS "x 30"x I Oft PG APPLIANCES SHALL BEANr INST� E ❑ O DIRECT VENT HEATING EQUIP. I I lo"P.G.FOUNDATION -TD-H.ELEV. = 0-0 I FT6(U .N) WITH THE CLEARANCES FR 11 DE w }� APPLIANCE CLEARANCE 3�" IA " I I ( WALL WITH DAMPRDOFING I I L t- -1 UNPROTECTED COMBUSTIBLE • IANGE5 SHALL BE INSTALLED ON x 130 x 12 �P PG I ON 20 x 10 PL.FOOTING 4TERIALS A5 INDICATED ON TIE " I- L J APPLIANCE LABEL AND IN a TOW.ELEV=J01I 4"WIDE I WI T}E CLEARANCES FROM (- FT (U.0 J I I -TD.H.ELEV. = O-0 I I I ® I II J015T SEAT. TERIAL5 AS INDICATED ON 4E -!) -1 I ( 40 oa MANUFACTURERS INSTRUGTIOINSTALLATI�. UNPROTECTED COMBUSTIBLEI I � I TOW.ELEV= (-)I'-II" LIANGE LABEL AND IN THE L J UN MANUFACTURERS INSTALLATION ® I I Q p PROVIDE FRESH AIR INT O IN`TRUGTION5. 112 I I I �- 6 TO MEGH EQUIP PER code- 2x 0 HD ^ w o0 00 `J J �L.4 w 2x12 FLOOR JOISTS 2x12 FLOOR J01 T5 F- OE FRESH AIR INTAKE p o I I ( a� / ® ib"O.G. - ® Ib"O.G. " co • MEGH EQUIP PER CODE o r- � 2-0 2X,2 FLOOR JOISTS I 2x12 FLOOR JOISTS ( I I co v J V ® Ib"D.G. ® Ib"O.G. � BASEMENT SLAB L J � ❑ P.G. IN.2500 P51 00%) O 1 I I — — — — �, FDI • 006 MIL. VAPOR I FD1 -1 6A�R— — �- -J BA5EMENT 5LAB I L J m I I •TAMP t FI 0 a5%DENSITY — FD 1 !4"P.G.SLAB(MIN. P51 8 p U A06 MIL POL VAPOR FDI I'-O" ( ( 14'-2" `� -1 5_0" 8-0" 10 fA — —BARRIER Q TAMP E FILL 45%DENSITY I ci �� o J u�I UNFINI ED BASEMENT Q " -0 CEILING HT. - r (n l0 8-o I5-o - 14--211 ( _ r TYP. BEAM POCKET 4 f — — I *(R-13)0. CELL SPRAY I WRAP EN05 OF GDR Z U TYP.BEAM POCKET ENFINISHED BA EMENT I� — — -1 L — I FACI F FOAM I .��RLL HT L J W r INSIDE W/ALUMINUM AT WRAP EN05 OF GDR F- —1 8-0 CEILING _ — — — — �. I I pR�AP�g�T POCKET OR PROVIDE ff W/ALUMINUM AT I (�j '(R-13)GL05ED SPRAY �� �J I- J IwAATION 13 13 1/2" AIR 5PAGE ALL 0 POCKET OR PROVIDE FOAM INSUL ALO INSIDE 1— I •ALL EXPO HOT HATER U L J FAGE OF FND. FULL HT � � �� PIPING AND ► ATIN6 DUCTS \ SIDES 5'-4" " Q I/2" AIR SPACE ALL �TDRAPED BLANKET L J I — .IOW V= I TO BE IN 1�)W AS PER N.Y.S. Q N 51DE5O L CODE. r 10" 5'-4' ALL.AN HOT HATERN6 D p -(2)2X12 - - - D.O. X I 4'WIDE J015T PIPING AND/OR TING DUGT5 � d' Q 4 To BE INSULATED KYS. -I �n SEAT.TA.SEAT IK L� ELEV= '- ��' 2x12 FLOOR J 5 5 �- 4"WIDE J015T I iU D.O. 7 1z 12 FLUSH o -® Ib' = /4' q I/ " SEAT.TA.SEAT - - - - —_ _ I — I - I HIP - ' " 4 -� — - m -LVC 6iRfJl= ELEV= (-)1-I _ - J 2 1 LOOK JOISTS EL ( �� o � � -� L J UNEXGAV. F -I I 9 „ L F u = "0 I 2x12 FL JOISTS HD - 1 — I ® I b"O.G. 4"P.G.SLAB WI mWN. n ti ao _2 -� T. - 6x6,10/10 7 UNEXGAV. L 2x12 FLI R JOISTS L ° - 0' b, 4" OR FIBERMESH. a N N ry ri r N ri — O O L— J O O ry MIN.3500 1 FD1 N N M M W 4 P.G.SLAB WITH ® I "O.G. % 3 I ' GONG. `V � 6 b,10/10 W.W.M. _ I 4 8" I - 7'-2" 2' "\� '-0" 4'-b" '- OR FIBERh�5H. 62-5 cv FD1 N.3500 P51 iv p J FD1 _ 2"x 10" � '< 4 3 I I 1'-0 3'-2°SEAT 4'-6" 1'-0" //2' 8" 7'-2" - 1 S" cn B2-5 I I #5 CORNER REBA w/ 4'-0" L HP 2"x 10" F�1 LEGS® MIDPOINT z � SLAB 3SEAT 1 O„ �- _ #S C,pRNE KEBABS W/ 4'-0" 5 I FOUNDATION WALL I'-b" J �) a g HD z co co co 1 LEGS® OPOINT OF -2 FROM TOP BOTTT M. o z z z a z z z of FOUNDATION WALL d 1'-6" UP 14R u- O 3-4"° • L I (2)2X12 FLUSH O of 4 WIDE J015T 5 wCLO co a ¢ D FROM TO 8 BOTTTOM. ( o UNEXCAVATED TYPICAL (2)2X12 FLUSH 2x12 FL " iSTS T.T.O.SEAT _ w g N T o `n GARAGE SLAB � I ELEV= (-R-I�" w oh ah 4"WIDE J015T °3_ ' UP 14R ( UNEXCAVATED TYPICAL I •4'P.G.5L.AB(MIN.3500 P51 GONG) 8 a 14'-2" 2'-6" 0" SEAT.TA.SET Lo 2x12 F JOISTS GARAGE4' SLAB 3500 P51 GONG) '-' I E REINFORCED WITH bxb,10/10 W.W.M. O I -1 N ELEV= (-)I'-I " I ® 1 C• cv ( TAMP E FILL TO 45%DENSITY `fl 10" 1 2'-b" 14'-2" 8" E REINFORCED WITH 6x6,10/10 WWM. I iv •SLOPE GARAGE SIAB DOWN 2' 5 I/4"X Q " N SLOPE TAMP�6 IARA6E LL TO aSLAB DOM ' O TOWARDS GARAGE DOOR LVL TOWARDS GARAGE DOOR O (I I O L - J\ L _J�TV-E HD F- 7 " a I/2" Low F- 7 ( - N - I 2x FL JOIE5 hL HO • - J R L - J B 16'O.G.o - B w --L B2-5 ° I 11-011 O" 11'-S" 2'-6" o" `1 82-5 ^^ -- 0 2 12 FLOG JO T5 I �n �, 2 F+I ®Y"AIb"0. . } B _ I I B 8 P.G.FOUNDATION WALL �' 0 m 82-5 ID" 2'-b" II'-8" 8" Il'-10" B2-5 WTH DAMPROOFING ON W w 16"X 8" DP P.G.FOOTING :�?�4"WIDE J015T • HD W Oww8" P.G.FOUNDATION T.T.O.SEAT M�.-.-.�I v o WITH DAMPROOFIN6 ON II TOP OF2WALL ( 4 ELEV= (-)I'-I�" ` HD 4"WIDE J015T ( Ib"x 8' DP P.G. FOOTIN TOP OF WALL I U 4 SEAT.T.O.SEAT 4 " I r- W ON= -I-2 p ELEV= (-)I'-I " 2x12 FLOOR JOISTS 8" o ® 16'O.G. ❑ �J Q r- F--11 r 10" "� II'-4" 10112'-b" 2'-6" 2'-0" 2x12 FLOOR JOISTS . . I 3 o iii ' ® 16"O.G. o FD1 �r O F- Q F 2'-0" 2'-b" 2'-b" 10" II'-4" n' 10" TT 3 m 2" z w FD1 4 HD o HD -1 o ovi • — — — 2 - - HD o HD - - - F6T - - - - W �-o A� , 2 1'-4" Ib'-0"M.O. I BERT Cys FD1 LINE OF FRONT OF H - \ � ,n RAF �� FOUNDATION WALL® Q 7'-0" 13'0" 18'-S" IS'-4" 13'-0" l'-0" BEDROOM#2 UNIT 14 �1 � I CY------------ 2 HR 5EPERATION - Tt'-0 WALL PER UL#336 9� 4 ❑ ��7 023B� UNIT 74 UNIT 73 AI A ... .. ..........::.....:-.:.........................: B-2 ALT-2 (MAGNOLIA) 62-5 B2-5 B-2 (MAGNOLIA) J NUMBER w2016023 HD= HOLD DOWN MULTIPLE LVL ORDER GONNEGTION5: GENERAL GONTRAGTORS AND SUB RECEIPT TO REVIEW THESE UNIT 74 UNIT 7 3 DUET CLUSTER. Q SHEET NUMBER FOR ALL MULTIPLE LVL OIRDER5, LAO BOLT REPORT ANY DOCUMENTS UPON RECEIPT FROM ARCHITECT AND FOUNDATION PLAN - REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL AB=ANCHOR BOLT5® TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA,50RE5 1/4��-1I-offU - B2 � 2 5�N 5WA1LLL5 N FROM TOP BOTTOM, MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS - (B- 2 ALT- 2 ) (MODEL B- 2 ) FOUNDATION PLAN W SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED q 2 HR 5EPERATION x LINE OF REAR 3b'-411 38-b f-- GOVERED PORCH WALL PER UL#336 Z W 13 ® UNIT-0 - - - - - - - - - 2 � E 0 10" SQUARE HB46 PERMA o ry CA5T GOLUMN#463&2 W/ CAST OLUMN#463&2MWl —(312X8 P,T.�I �.C�- '}'J SQUARE FLAT GAP BASE E3R A 2° A 5QUARE FLAT GAP 4 BA5E ( I bxb P.T.P05T WITH p `/ a "'' . _ _ 62-5 B2-5 bxb P.T.POST WITH — DD 3�1 b P.T 611 8 COLUMN TO BE PROVIDED V./ (OR EQU - CORNER (OR EQUAL) -CORNER ( 14'-2" I 51MP50N BC52-3/6 P05T ZO 5IMP50N BC52-3/b P05T 14'-2" i W/5PLIT KIT I COLUMN TO BE PROVIDED , 1 GAP ANCHOR 4 51MP50N �- o `0 GAP ANCHOR 4 51MP50N o I I ABUbb P05T BASE( T (� U W/SPLIT KIT � a� ABUbb P05T BASE(" x 1 „ „ - „ I 1 -ALL GOLUMN5) - p 5 o 0 2-0' I 13-2 I I-0 14'-2" 14-6" I I-0 13'-2 2'-0' Q ,t•.. N -ALL COLUMNS) i COVERED o (2)3016 TR (2)301b TR �� (2J 3050 DH (2)3050 DH a AL16N TOP OF COVERED I I o U y--Z — 4 I PORCH ( — I ® 8'-0"HD HT ® b'-0"HD Hr _ PORGH 1 , w Z U ":3 TRAN5OM5 O L §�cn M 5'-6" 5'-6" b'-10" T-4" l'-b" 6'-10" 5'-b" 5'-b" N, b'-T" 6'-T" 1 o U Q o m � 2 1 N 4 ❑ U = M �' co _ I ALIGN TOP OF N 19 x V TRANSOMS (2)3 6 TR (21 Ib TR E�,FW_2 r — — — 1 r — — , 1 - M m aCL. (2)3 0 DH (2) , �"° HO L - �- J L - - - J HO DI I m Q NII Iq `L-' ®b' `HD HT 1q 1q I 0 gOI6 TR i a N' I DI — — -1I- — -D D1 r - Q 1q (2)2X10 HDR 3016 6050 5 BL. OR W/ I n' ( HD L - - - J L -`° -J HD 1 14 _, I - - - - - , DI = 1 ® '-0' D (2) I&" IDELI6HT5 ' I 60&C10160 5. L.OR W/ Ib TR (2)2x10 HDR e J HD L - 1° L - - - J - - - - o 3050 DH ROOF TRU55 61 TRU55 GIRDER - Iq - - - - - - - - 1 (2) Ib" SI LIGHTS � 8'-0" T I � - I � — — — �I- — — — � Q I (2)2x1 HDR � �—- - Q x LJr DI 4 , 1 3050 DH 1 L - - -. �, \ II-0 CEILING � Z ROOF TRU55 GIRDER _ _ _ o ROOF TRU55 GIRDER _ _ - - - H 9 \ // BREAKFAST - - - - -- - - - o �-1-- U r - - - - - - - N - - �- J II'-0'GEILIN6 Q \\ (2) 2x HDR �lq / AREA 525"x II 1/a"L �R J = — — — — �' BREAKFAST \ l_ I HO a AREA \\ // 14'-0" 1 4" 2'-0" 4'-2" 3'-0" 14'-0" j 525" 11 US'LVL HDR � I 1 1 2816 TR® Z — — — - - - - - - - - --r I 1 21 'G I ( 2652 DH O m F- 6'I 14'-0" 3'-0" 4'-2" 2'-0" 4" 1 14'-0" 1 I I I DI L J b'-0"HD HT= U 2616 TR® 1 " 1 1 1 13'-O"MY CEILING I 0 2852 DH 1 1 4 21 c 1 I I MASTER EDROOM j r-- m OW Ln b'-0'HD HT DI I I I 13 II PRE- B MM p L J 1 I 13'-0"TRA CEILING I 1 ;fl 1 1 I I II'-0" ILING FIRED AGE Z L ' J 1[---7 1 � 1 MA5TER BEDROOM i �2 � 1 � I L——Ji 6REA ROOM ❑ � � I I 4 II'-0"G ILIN6 II I 1 1 ;FABfl 1 I 1 I m ;fl 1� PRE- GREAT ROOM IL__J I 1 I I I I n' 'GEILIN6 N° DR5 ui r•• r FI LAGS I 4 1� - I - I I i K TGHEN I �"� 4 oz `� I� I I I I 1 I RAISED HEARTH ENERGY u� r- N II'-0' CEILING I I I ( 1 TEMP 6L DRS o0 oa I F� 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF I KITGH N — — — — - 0 ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OWE RATS D HEARTH I 1 I 1 /5-0O 4 5-O 4 5\4 4 6- " IG,'-4" � 6" n x �� n n 4 - _ _ „ O r+ 2.ALL CON RUC N L OMPL WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION 1 / - \ S100 - - 2616 TR® Q W SHALL BE PERMfiTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO b411 n 411 x 4" n 2652 DH N NEXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. n2- Ib-4 6 6 4' 3 5-0 5-0 \ -nb� 1 1 b'-0"HD HT3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER ANDL J POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. Q 2852�DI I® I I o / - - 10'- "GEILIN6 12CERTIFICATE SHALL COMPLY WITH IRC N1'101.14. x L EILING " n n " ❑ �..� O 8-0HD HT --d bbd 4 0 4 2 DI 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND "t N INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING 12 10'-0"GEI IN6 I I I e LIN. PANT. m SURFACES. DI 4'_2" 4„ 2._O,. 4.. WI19 —G E- - -I �t 10'-0"G ILING I I '^ r , 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE _ N �8 WILL - I I V SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE m PANT. LIN. ��° I I J 4 D W 4 4 I I Fwwwwwwl 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY i i I I I b m L J SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. � L- - ( o a II'-0'GEILIN6 15` 3)2652 DH Q 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND vERFlED I I Q x W " D 4" WC O DINING AREA �, I I I b'-0"HD HT U) r HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL (3)2816 TR® I L I " m 4-'� 0 b oa Z U BE CONDUCTED BY AN APPROVED THIRD PARTY. (3)2852 DH r II-0 CEILING o 0 22"X ® BIFOL 6 I L J W b'-0"HD HT I I - DINING AREA `r `r Z 30"ATTIC 10'-0"CEILING SD �' ® BIFOLD -1 I 10" SQUARE HB46 PERMA 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO I 0 WC © X66 66� m SD DOORS ih ,`i A MINIMUM OF R-8 AT 34 OR GREATER IN DIAMETER AND R-6 AT DUCTS ACCESS � MASTER e bei I 1 I I CAST COLUMN#46382 W/ � LESS THAN 34 IN DIAMETER. I L J (2)2668 ® " HATCH BATHROOMS a DN 4R 21 "G (3)2X6 I I U SQUARE FLAT GAP 4 BASE Q :o O 10" SQUARE HB46 PERMA �- -I ry �' BIFOLD ®� bbd 5D 0 10-0CEILING (OR EQUAL) - GORNER'° p 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE GA5T COLUMN #46362 Wl 't' I m DOORS "� 'L bb ©EF 4" n „ x x x 01 POST L J COLUMN TO BE PROVIDED SFAS 4 I I I 4s8 ti MASTER 10-4 4 3-4 31-ION 4 Q W/SPLIT KIT 1 Q SQUARE FLAT GAP 4 BASE BATHROOM 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR `fl (OR EQUAL) -GORNER I I (3)2X6 21 nC DN 14R `r LEAKAGE BY AN APPROVED THIRD PARTY. L J POST D COLUMN TO BE PROVIDED �_ DI (l u x x n u I GL. D T 4 31-10" 4 3'4, 4 10-4 4 v 'ti 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. W/SPLIT KIT eo- 1O.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F HD g - - - - - - - - ? 5HWR PAN — — GL. 4 x q'-0°50. I I COVERED 1q — - - - 015 6TR� DEGREES OR <55F DEGREES SHALL BE INSULATED — NOT1= "5: I PORCH I ,— I'-0' SI-0I I'-0 o TUB xx PTN ON 2X4 1z � 0 x DI ( ) H WITH R-3 MINIMUM. _ T II-0 CEILING= I 1 I 3 2x6 DR 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE Iq � GOVERED I I X q-° 50 51HWR PAN I KNEE WALL 3080 EXT INSUL DR 2868 INsuL DR- FOYER14 yyyyyyyyyyyyyyy 45 MIN.FIREIRC/IMC 5016 TR DI I i I PORGfI♦ I NOTE "5': RATED W/SELF r I I 5'-4" WJ(2) 12" T' N N N M ti � N �; 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD ;0 3050 EXT IN5UL DR I� I I 1 II'-0"CEILING I I 1 - I 1 I 51DELIBHT o N N M CO (4)2x6 P05T I TEMP. GLASS CLOSING DEVICE � „ „ CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS T- PV(2) 12" 5'_4" I I "r FOYER 286 INSUL DR- 1 PTH ON 2X4 6 3'-4" 41' 10'-0" b -4" crm RATER. 51DELI6HTS cv RA Ilt FIRE SELF 1(� KNEE WALL I (4)2xb P05T 602 bxb P.T.P05T WITH = I HO 51MP50N BG52-3/b P05T 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES m 2 1" 3'-41" I 10'-0" 4" 3' 4n b" GL NG DEVICE II _ _ _ F T- GIRDER _ _ _ _ _ _ _ _ _ CAP A1415HM t 511-IP MUST HAVE HIGH-EFFICIENCY LAMPS. , � I I ABU66 P05T BASE(1YP co 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC bxb P.T.P05T WITH 602 (4) {6 POST l l l 51MP50N BG52-3/b POST HD zo III I `r ® LAV o -AL1"COLUMNS g z CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND _ _ _ _ _ _ _ _ _ ROOF TRU55 GI GAP ANCHOR 4 51MP50N - - SD WC Iq a g TWO GAR GARAGE 4 D1 0 0 0 ° o o Z w INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE AB1bb P05T BASE(TYP I I I"� I GL. m N a.N RESPONSIBILITY OF THE GENERAL CONTRI�CTOR TO SUBMIT IN DETAIL THE n co -ALL COLUMNS) o cc V I 1 I I *4'PG.SLAB(MIN.3500 P51 GONG) b" 3'-4" 4'I�, 4'-b'� 4" EF©8'-b" 6" 3030 AWN 0 0 0 ¢ 2 9 g ¢ LuDESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE m Iq WC ®5D TW GAR GARAGE 1 I REINFORCED WITH 6x6,10/10 WW.M. Q " S w 5 s a � MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, " : FI 10'-0"CEILING ® b © m w ab a5 U DI O GL. * 11 5 Q SLOPE GARAGE SLAB DOWN 2' FI✓� 4 P. I SLAB(MIN.3500 P51 GONG) I TOWARDS 6ARA6E DOOR # EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF © x FyV-2 O _ BATH 2 m 3030 AWN b 8-6 EF 4 4-6 ? 3-4 1 I TYPE X GYP BD oN 6AIRA6E REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. " 4 6 REI GED WITH 6x6,10/10 W1^IM. I N * " " 4 5L GARAGE SLAB DOWN 2' o ( ® a'-O"HD HT 10'-0"CEILING `�� 8 To GARAGE DOOR 1 1 I WALLS I GEILIN6 [1 N 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC (� � oil TY�'X GYP ED ON GARAGE � I 1 *I'TYPE'X'6YP ESD ON INT of LIV1% 2015. UNALTERED PORTIONS OF THE EXI:"TING BUILDING IS NOT REQUIRED m BATH #2 d o 1 5PACE COMMON KAUS To 6ARA6E 8 N TO COMPLY WITH THIS CODE. 9 * ' X"I6YP BD ON INT OF LMNG 1 I _ Iq 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR HD b�0 .�, SPAGI ON WALLS TO GARAGE I I B W" Q GL. DI tr B EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH ti ® I I 1 ® 1 t 1 82-5 I b"(R-21)BAITS Tn u, 62-5 SECTION N1103 CONTROL SYSTEMS. (ED1q, 5D 9 I3 I'! 19 e Z17.ALL EXTERIOR WALL/FLOOR/CEIUNG JOISTS SHALL BE AIR SEALED AND B a NII B � II'-0"GEIL NG W U INSULATED IN ACCORDANCE WITH TABLE 8402.4.1.1. APPLY A FRESH BEAD 82-5 ;n � `^ �III N �I 11 82-5 BEDROOM #2 CI° 6'(R-:21)BATTS 1 LI OF CAULK TO THE TOP AND BOTTOM PUDE IMMEDIATELY PRIOR TO 'L N 1 1 � _` Iq " `E O o INSTALLING INTERIOR GYPSUM WALL BOAF:D. il'- 'GEILIN6 1�DORMER WALLS III I 4 1q Ib'-0" DI b 12'-0" 6 2'-6" Q W Y I a BEDROOM #2 Iq I ABOVE I 1q DI � I m W v w III I'I , W w ,... HD � I p = a Q 2'-6" 611 12'-O" 611 DI 1 1 18'-0" I DI 4n 16070 OH DR Z v o I HO - - - - - - 51/4`x16"LVI HDR - _ - - TL `� 2015 I RG- 62421.8 (503b) m I I t t 1 _ VENTING SYSTEM TERMINATION LOCATI2LN - THE VENT TERMINAL OF A DIRFLT VERF APPLIANCE WITH AN INPUT OF iv 0 _ 16070°H DR _ _ 0 D/21 4 D/2I o 1 p O st 10,000 BTU PER HOUR(3 X OR LE55 SHALL 13E LOCATED AT LEAST r Hp 5 1/4"x 16"LVL HDR HD DI it 2-1 ❑ a b'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN D/21 APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT - 1 4.1 = OVER 50,000 BTU PER HOUR SHALL BE: INSTALLED WITH A q INCH 4 DI 2 I D/21 4 0 SEAT � I� ui VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT (2)2X10 HDR FW-. DI `� HD J HP (2)2X10 HDR 1 m OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND g 0 — — — _ — z J THE AIR INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. HD r - - - I- - - - ` HD L - - !� IG,TR J iq .a Z Evil L - (2)30� TR - Jiq (2)3 DH C7 0 o rn(2) DH - A .... .....® b' DI 62-5 4� 2-5 D1 4-011 b'-0HD HT O" DI L11 DDNE OF M#2q4 W, :G SRT CH FW WALL BEYOND >, 2015 IRG- 83122.1 1'-0" _ " b'-b" Ib'-0"R.O. I'-4" I'-4" IB'-0" R.O. I 0 2'-6" a'-O" 2'-b" i\ O +f 2c IN DWELLING UNITS,WHERE THE TOP OF THE 51H OF AN OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24'ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE THE FINISHED GRADE OR 2'-0" 2'-b" 2'-b" 13'-0" 18'-b" Ib'-4" 13'-0" 2'-6" 2'-b" OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: W 38' 2'-0" U r> *OPENIN66 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO (q FALL PREVENTION DEVICE5PASS THROUGH THE OPENING ITHAT COMPLY WITH A5N ITS LARGEST F51H POSITION. FLOOR PLAN 2 ❑ � O F ''--`%' (THE WINDOW OPENING CONTROL DEVIGE AFTER OPERATION TO UNIT 74 FLOOR PLAN UNIT 73 RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLYr 1� OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING,AREA OF THE 1/4"=1 -0 LIVING AREA= 1,5gq 50. FT. 12 HR 5EPERATION 1/4„=1�-Q�� LIVING AREA= 1,5gq 50. FT. JOB NUMBER WINDOW UNIT TO LE55 THAN 5.1 5QUAR:-FEET. B-2 ALT-2 (MAGNOLIA) GARAGE AREA= 377 50. FT. WAI I PER UL#336 B-2 (MAGNOLIA) GARAGE AREA= 317 5Q. FT. GOVEREO PORGH AREA= 250 50. FT. COVERED PORCH AREA= 250 50. FT. w 2016023 ONE CARBON MONOXIDE ALARM IN NEW ONE -5: EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E U) SHEET NUMBER NOTE R: AND TWD-FAMILY DWELLINGS,TOWNHOUSES STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTIONS: 50 CFM INTERMITTENT OR NOTE 'v". UNIT 74 UNIT 7 3 DUET CLUSTER = NOTE: PRE-ENGINEERED ROOF HO= HOLD DOWN AND DWELLING UN115 IN GROUP R-2 DE516N STAIRS TO MEET ALL © 20 GFM CONTINUOUS *ALL DRYERS TO BE VENTED GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND APPLICABLE GODES AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT REPORT ANY AND ALL 015GREPANGIE5 INGLUDING ANY DIMEN51ONAL z B2 � 3H- ALL WINDOWS SHALL BE TRUSSES W/ 12 MIN. HEEL BUILDINGS(CONDOS 4 Go-0P5)AND UNITS � TO ouT51E�AIR PER CODE OFFERED FOR SALE IN THE IMMEDIATE REPORT ANY DI5GREPENGIE5 TO6ETHER W/ 1/2" BOLTS @ 2'-0" O.G. 2" MIN G02 CARBON MONOXIDE *ALL WASHER TO BE GONFLIGT5, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEA5URE5 ANDERSEN 200 5ERIE5 HEI6HT5 (U.O.N.) @ 24 O.G. Q= TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND GONFLIGT5 TO THE ,� ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMENSIONS 5HALL (B- 2 ALT- 2 ) B- 2 ) FLOOR PLANDESIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. FARIC ABRITEGT PRIOR TO STAIR FROM TOP BOTTOM, 8 MIN. 4 FROM ENDS BE CALCULATED AND NEVER 5GALED UNLE55 OTHERH15E NOTED. W FABRICATION. �D SMOKE DETECTOR p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH Z (� 10, INSTALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO MANUFACTURER'S SPEGIFIGATION5 TD MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 6x6 P.T.P05T WITH-----\ o PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. Ib'-2"GABLE WIDTH 51MP50N BG52-3/6 P05T Q o 8 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING GAP ANCHOR� 5E(rrN - U � NOTE: LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN 6x6 P.T.P05T WITH ABUbb P05T BASE(TVP O❑ r 1 a .s APPLY ICE WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING 4= 5IMPSON BG52 'lb P05T -ALL COLUMNS) — — — — — �./ _ AND MEMBRANE ARE AT TEMPERA111RE5 OF 40°F (5°G) OR HIGHER. CODE. - o GAP ANCHOR 4 51MP5ON I _ _ _ _ _ ^` W •o-e L ABUbb P05T BASE(TVP —(3)�-P — E— O L o rn `° 1NEERED� 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE -ALL COLUMN5) A I A II'-O" PL HT. 1 n U IN U > °i STRESS DESIGN: _ _ _ 62-5 62-5 I I I 11'-0' PL HT. ❑ •C c D (EQUATION 16-8) —D� — t ub P, IR - 12 12 ;«= C 51MP50N STRONG-TIE D + L EQUATION 16-9 q I— q U � MT5 STRAPPING ii EN6T%VARY) I ) 11'-0" PL HT. I I I I I-0 PL HT. D + S (EQUATION 16-10) OH. �I I 0H' O `- ���° �' GONTINI",1 WALL SHEATHING TO D + .6W (EQUATION 16-12) I_0„ i 12 12 I,_0.1 I I-pi No "R" i V a o `-to y° 4 TOP OF TRU55 HEEL co D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 011 q q OR CE 2 HR 5EPERAT1oN a ❑ U = M WALL PER UL#336 I NI I V M HEEL HEIGHT VARIES-SEE TRll55 DRAWIN6.5 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W NOTJ 'RN I HATCHED AREA INDICATES 5EE DETAIL I/FW-2 ACTUAL ISL HEI6HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL LOCATION OF FIRE RATED ROOF BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 I Ir 4 WALL 5HEATHIN6,4'-0"FROM I IX a OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND 1D' I , I I 111-011 PL HT. I ^I SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I~ I - — — — — — — — — �) I`) 4 0 221• ALIGN FA5GIA5 l H — J 12 EXPOSURE CATEGORY B. �' - II'-0" PL HT. VARIE5 I^ ( 15 / NO 'Re f ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE — — L - - - - - I 0 FRAME FOLLOWING DESIGN LOADS: I , I _ �� OH• ALI6N FA5GIA5 OH. /j j /j j `P o / I I 1 O \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND NOTE "R" �� _ _ _ _ROOF TRU55 61RDER _ _ _ _ ROOF TRU55 61RDER _ F- LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD I / / ( U _ ASCE7-10 TCDL = 15 / // // UP LOADS AS REQUIRED BY AS E7 GUTTER PSF, BCLL=1 OPSF, AND BCDL = 10 PSF. PROVIDE ROOF TRUSS GIRDER _ ROOF TRUSS 61RDER _ _ f / / j/ � 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE ��� NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. � � � / / /// % / � � b"FASCIA BD �I-4 ////j/ %///j/ O TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 V DEFLECTION OF THE LESSER OF L/360 OR .75". — — — — //j//j j j /j j j/j I O LL 12 /// // /// E- TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO / /j/ / / / I GS 0 M VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR Z Qji T TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL 12 ❑ v J INCLUDE THE FOLLOWING INFORMATION: q I— `� GEIL. INT.BEARING 'I� 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. K LL.BELOW 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. -J (- ,�Q� INT.BEARI TRAY GEIL. ///// % % LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. OR >NNNI 4.2. TOP CHORD DEAD LOAD. I I� I WALL BEL W j%/�j/� A II 4.3. BOTTOM CHORD LIVE LOAD. V, 11 001 001 4.4. BOTTOM CHORD DEAD LOAD. OH. I I ( �� ,, ///j ///j/ ; I I ~ 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I ( ® I // /; r O .. _ APPLICATION. I I // /// / �;% j% — — — I F- 4.6. CONTROLLING WIND LOADS. I I ////// j j/j////� �� I L FLU5H ROOF5 I- w 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTORDETAIL DESIGN VALUES FOR CONDITIONS OF USE. I I I 6. EACH REACTION FORCE AND DIRECTION. —I FLU5H ROOFS I_ L- -I m 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, ////X/ / — — ❑ W NOT 'TO SCALE B2 -4 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY SS LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 ,y I— / NOTEt GA MIN THICKNESS GRADE A GALVANIZED STEEL INSTALL HALF OF • I RIDC-7E5 TO FASTENERS ® EACH o PLATES. N � �Tll / / j/ // / AL16N END OF STRAP o� 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH TMJ IDLE / / // 0 o MEMBER. I W/ T / / TRU RIDGE W/VENT ( F- ,� 9. CONNECTION REQUIREMENTS FOR TRUSS TO GS I I ///j j / / _ 12 r o �o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD // / / / I —I q L) I— .p Z SPLICES. RIDGE W/VENT w 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 12 I — — �3 II'-O" PL HT. 0 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS q�— I I / / _ _ 4 MEMBERS. "� "'� '/J / / / // ?-`{ V ° ° � ,a15 , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING / / // // O ° LOCATIONS. 11'-0" PL HT. ° a ° o 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ////j/// /j/j j//i I'-o" o // / / / (� (3) 2X6 P05T OH. ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND /j/ // // -� 51F1PWN57ft�Nr71E MANUFACTURE OF METAL-PLATE-CONNECTED WOOD " CARRY ICE d WATER SHIELD Mrs 5�N6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS I-o FOR MIN OF 3� . — — — - — — — — OH. (3) 2X6 P05T IREETIO GTION // // // // t- 14-10d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY OF H-VAL 4 T ROOFING / ; �- (rOTAU A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, _ PROVIDE ICE SNIEL9 '/////// � �'— — — — �c� I M o cq 00 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND - /� ON ENTIRE DO ROOF FOR / j/j /T I r I _ o N N COcl M 0 U5E IN GOMBINATION ONLY DETAIL 2 ES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. � � I SHALLOWPITGH I 6%���� // RIDG * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH 12 — wHEN sTUDs AND�zA>=Tc�s ,� Ilr— — — � THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I N ( 00 DO NOT ALIGN NOT TO SCALE WOOD MEMBERS CLAMPED IN RIGID FlXTURES DURING -I- Q — / / ,� 122 -4 ASSEMBLY TO INSURE TIGHT FITTING JOINTS. r I II 7 INSTALLED IN THE PROPER I / + C HALL BE D PLUMB TRUSSES S I � / TRU J 6x6 P.T.P T I / — OS WITH / co / co ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. / /. / ( 51MP50N 2- z STANDIN // ///// %// / / -- BG5 3/b z / / / g CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I m — // / / / TRU55 61RDER POST GAP ANCHOR d THE / _ _ _ _ _ _ _ _ _ _ RoOF�WJS�r61R� m o. g MET / AL� / a / — z iii � / 0 / 51MP50N ABI166 P05T METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR bxb P.T.P05T WITH � ''` '' ' ° ::`- ` ` ?`- // // // 'j/• � T � z z z o z z V' N � SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN ' / /// %// _ I — BASE(TVP-ALL o 0 0 o o z J w 51MP50N 8052-3/6 // / / // / a g Q / / � 5 cn / o GOL uMN DESIGNED AND INSTALLED TO PREVENT ROTATION AND POST GAP ANCHOR� —I f / / ) w a = L-RO TRU . ,61. ::: / / // / I 5 w 5 5 " � -: 5 5 9 // /// I -oilW SLI W J W W N J PROVIDE LATERAL STABILITY IN ACCORDANCE WITH 51MP50N ABUbb — -}- — /- J P05T BASE / (TVP / SUCH T INDUSTRY PRACTICE S C AS THE SBCA - I ACCEPTED INDU CT / I ° / oH. / I " �j� / Go uMNs I I / '�E ALL L o SIDEWALL ABO ) - BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE I I —I I. ,// ///j/ /j/j///. N LOWER ROOF TO GOOD PRACTICE FOR HANDLING, INSTALLING & L — J / / // /// I I0 / / I 0 / BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. / I IL OH. � ;.':` ,.<': .:.>. is `'::.;. * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I I L — — 1 n _ OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN II-O PL HT. 2 HR FIREWALL BELOW ROOF NG I / NOTE: INTER5EGT1 ROOFS I I ON TRUSS DRAWINGS. � �� I I-0 PL HT. I F / J G ARRY TO UNDERS DE 0 12 I I / A ROOF SHINGLES AT * NOTCHED, HEAVE R LL 0 BE / TRUSS MEMBERS SHA N T CUT cv H I 1q - / N - -I I D HIGHEST ROOF SHEATHI 6 � � — s L INTERSECTION OVER TGE SH EL / / Z SPLICED OR OTHERWISE ALTERED IN ANY WAY I I� � p " " DRILLED, .C- u� / � // � 1 " NOTE R = o MEMBRANE - GARRY MEMBRANE MIN. 24 I I rn' r . / / / // / / 20-3 HIP PL HT i ( B W WITHOUT THE APPROVAL OF A REGISTERED DESIGN y / / _ I /. OUT IN ALL DIREGTION5 OF I PROFESSIONAL. - -- -- -- - --- N I � I.-Oil D.. INTERSECTION - * _ + / //� // I O } 1LTHE CONTRACTOR IS RESPONSIBLE FOR THE MEANS i I Q o NOTE "R I ,ri: '/ //� // % _ � OH. J o AND METHODS OF ERECTING THE TRUSSES. THE B T /./ / o - o F 1 II CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY 62-5 it-0 PL HT. : .;:: ;:;.;,;., - [ // //// / 4 0 2444 DH IN - > Y z I w I-o z. .:.: k /// . // . I //// � I� w W ili Lu I I W BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE oH. I .. / / // /// % J- p a x Q W I N(L 12 / // / / /// /, 101-01,HIP WIDTH &'-q" PL HT v o 12 / INSTILLATION OF THE TRUSSES. I r 111(L I I I I I 1 // // // // u; ROOF TRU55 /// //// /////// I 0 I 12 12 4 N / I � I I / f - O II I + I I I I 1. 11 HIP RAFTER, 8 q PL HT. ll / — � I 51MPSON HGP HIP 5EE PLAN ABOVE FLOOR / //// //'%� _ ( �� SS I ❑ CORNER TIE I OH .. //N"/ L_0.. d' 1 n I I I-0 PL HT. \.Ns OH.EX I 51DEWAH ABOVE LOWERiii 01 NO ROOF " 10 NO "R. Q o ///�// FRA1�E OH. UjV r o o OH. 7� '/�j j/� OHI q'-0n PL HT. I L I I 11'-0" PL HT. Z I I II'-0" PL H . 13'-8'DORMER PL HT 3 0 0 J I'-0 ABOVE 1ST FLOOR 5EE DORMER PLAN AT e — OH. 0 6' b.. Q ... ............................ 11'-0" PL HT. FALSE DORMER TO BE 11-0PL HT. ❑ I q'-O" FRONT GARAGE n �-�OH OH �= w !yD AR R c _ BUILT OVER LOWER ROOF � WALL PL HT.ABOVE FIRST FLOOR ;� ;,, � \,�o��R 4 _ 4:2 HR SEPERATTON TRU55 RIDGE W/VENT 4'-10" 8'-4" 5'-2" WALL R UL#336 /�,� -:.::.. GABLE END DETAIL SEE AIL I/FW-2 = _ROOF WEA.IVE DETAIL3XTR I V I� WALL 4 AREA OF ONE ROOF UNIT 74 UNIT 73co BUILT OVER ANOTHER A A I {t . � TOP PLATE HIP - 82-5 82-5 B-2 (MAGNOLIA) ❑ T o23a,o DETAIL NOT TO SCALE CONNECTIONB2 -4B 2 ALT-2 MAGNOLIA B2 -4 J UMBER 6UTTER5 4 LEADERS INSTALL ICE AND NOTE R: 2016023 ALL GUTTERS $ LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED RODE UNIT 74 UNIT 73 DUET CLUSTER WATER SHIELD PER I' ROOF PLAN = SHEET NUMBER MIN. GAUGE, GUTTER5 SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12" MIN. HEEL MANUFACTURE'S RELATED 4� REQUIRED ACCESSORIES. LEADERS SHALL BE MIN. ROOF TRUSSES ® 24 O.G. ROOF TRU55E5 ® 24" O.G. HEIGHTS (U.O.N.) @ 24" O.G. „_ , „ AM DEL B- MAINT IGATIONS TO (B- 2 ( O2 ) ROOF PLAN2 x3 , .027 GAUGE W/ CLIPS & ANCHORS. CAULK t SEAL ALL DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 ENGINEER DESIGNED BY TRUSS 1/4 —1 -0 z JOINTS. PITCH 6UTTER5 MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS MAINTAIN PRODUCT WARRANTY ENGINEER Fo 8 ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). w❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I �� �l�4®o ���� CODE SECTION 106h-EXGB'TION 4: 48" MIN 4S" MIN (n ^ 1 FIREWALL MAY TERMINATE AT UNDER51DE ROOF OPTION#2 5EGURE ROOF 5HEATHIN6 TO G-RUNNER TRACK Z W 5HEATHING IF FIRE RETARDANT TREATED CODE SECTION 106b-EXCEPTION 4: 2'C-RUNNER TRAGK2"-CAULK FOR W WALL RATING - 2 IHR. 5HEATHINC715 IN5TALLED FOR A 015TANGE OF FIREWALLS MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#I ? 0 4'-0"ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED 2 FINISH RATING - 120 MIN. 5HEATHIN6 PROVIDED THE ROOF I5 METAL EDGE FLA5HIN6 STC RATING - 61 (SEE ITEM 7) 48" 4g" PROTECTED WITH 5/8"TYPE "X" OPTION#2 p rte, Uts 6YP%M BOARD DIRECTLY BENEATH 5EGU E WALL 5HEATHING TO TYPICAL ROOFING Z V L 2 THE UNDERSIDE OF ROOF 5HEATHIN6RUNNER O (D AND 15 SUPPORTED BY 2"LEDGERS ROOF TRU55 W L On v ATTACHED TO THE SIDES OF ROOF 15 C) U a FRAMIN6 FOR A MINIMUM OF TYP 015TANCE OF 4'-0"ON BOTH 51DE5 RAKE��- N o 2' X X X X H STUD TRACK AN - - - - --- F- i_' N f; r -•,,, ,-•<, OPTION 2 TYPICAL51DIN6 --------- --- d f G U K FOR SMOKE TI H # ROOF WITHIN 4'-0"OF FIREWALL 1N Tx T Tx Z VLAI J I T OVER EACH SIDE.MINIMUM CLA55 B ROOF L J L O Q a M �!;..,.. ,.......,.........,... ... ....................... .._...._.. i•• ................•.... . �•.•w'�'�....•.... � =• 2 TUDS CONTINUED TO UN IDE ® 24 O.G. SHINGLE TO BE INSTALLED 12 VERTICALLY +1 12 HORIZONTALLY i� 55E, HIDDEN METAL FLASHING: U W _ _ Y — �.,...e... uma..,wtiu�a.x,...._ ... ,}.__... ..�._W.w�., .•«..»......:����•„•• ,.�,-a• OF R)OF a n O CD CD _._ »...-- ��_.»_ ...____-. .. ......__ SHEATHING ❑ = Cl) u' co . .. ..� # 2x4 LE06ERS W/ V ~ Cl) AI SPACE EA. SID OPTION I OPT.#2(TYPE `5 M1 1•i,•1 it• z . a y LONG 2 2X2 X2 s” - a S:_.a.. X WM "WW 063 USG ALUMINUM �� � :y • r �'` IN5TALL "TREATED PLYWOOD 5HTG BREAKAWAY GLIP5 (7; i GYP. BD. OR MINERAL AIR SPACE. FOR MIN 48'OUT, IF LOWER ROOF 15 ,ax, WOOL FIRE BLOGKI LE55 THAN 30 BELOW HIGHER ROOF ROOF T 3 2" -3 ATT TYPICAL ROOFING --�_ - SHEATHING TO 063 U56 ALUMINUM A I/ R I ASW CLIPS OR .O(3 U z >:Xi'{� 'I:T3T �1'tR}: F1t�)?ti� A1�E A Sk i'AbL�i 'Isl 1 `, . :St� E:t1N3.Y ALUM ANGLE CLIPS -----------T ----------- BREAKAWAY GLIP5 _O xJ Lx xJ L --..._ .. .....___� .�..,.».___._� .._......._.._..__... ...._ I" AIR SPADE �' DOUBLE H-STUD TRACK I'AIR SPACE IN AIR 5PAGE U -w• -" 14= "ti SCREWED BACK TO BACK j S 1 ,._•C �" `, .a 3 (2)PIEGE5 6.P.T K IN FIRE6UAR0 = TYPE X SHAFTLINER, TER PROOF Cl) r� ;,..,(,• '�•✓f i ti d' • ''`_.'; a n 1/2"6YP.BD DOUBLE H-5TU0 TRACK 5CREWED FILL IN GAVTY AT FLOORS AND ' E3 ''• ' ' ' BACK TO BACK ...�.w w.. t.M... w �.�,__ ...�w�...N•-..,.,,,., »...- CEILING W/EYP.BOARD OR MINERAL BOARDS W/FIRE FINISH ON BOTS! Z w{,. .� ...... tT-Yf .. v yM .y.....».......»................ ....».......��..�_•____......y , �• r.yrs:,. ._........ ,.Wr1. t , 51DE5 AND EDGES O --.� til - :r, �w;- / t WOOL FIRE BLOCKING V IN AIR 5PAGE t:>t;•.. _ ,. - .»......»»... . .... _ A _... .. _YOB » ».. ......................._..»...•.....».....,.._..»..». »•»» .».._ ._»,»... ,....... . ....,..�_ . ... .... (2) PIECES G.P. TOUGHROGK I" 2" H-STUD TRACK �- Ln :.3 >.. u.. »»». ,.»,.y..•..V._._... t FIRE6UARD TYPE "X" 5HAFTLINER, H ► , WATER PROOF BOARDS W/ ;�� ;� `•: '. , l�,�� _.;°j ': ; FIBERGLASS FINISH ON BOTH SIDES 2x4 P.T. SIU PLATE Z T _. _— --..._ __......... `� - ».......w..»: ;. ._��.... __,.._......,.:_..._..............•1 AND EDGES F I R5T FLOOR 3X M ❑ NNNNNNI I.AlF AIR SPACE '`�,,;. `� �'ff " � � 3/4" TdG 058 1� _ .... 1 £6 ) r �, SUBFLOOR-6LUED ' 4) �'; 'f m :{, RIM J015T PER FLR J015T MANUF. OPTION#I 5GREWED - RUN �a.;� ,� CODE SECTION lObb-EXCEPTION 4: F� GONTINUOU5 BETWEEN =;;4,'; JOISTS PER PLAN FILL I"CAVITY AT FLOOR5 AND GEILIN6 W/ ��TRU55 FIREWALL MAY TERMINATE AT CONFIGURATION B PLATES AT EXTERIOR Y� "�* 6YP.BOARD OR MINERAL WOOL FIRE UNDER51DE ROOF 5HEATHIN6 IF FIRE ~� "` (2) 2x4 P.T.SILL PLATE BLOCKING 063 U56 ALUMINUM WALL s='.k,_ RETARDANT TREATED 5HEATHING 15 �{f. t�itk 'R4}?t1 IER BREAKAWAY GLIP5 ».... ..»............... `.•..............,............._.... IN5TALLED FOR A DI5TANGE OF 4' ON BOTH 51DE5 OF FIREWALL 3:4,.. 3,4,. 3,4'' (R-13)CLOSED CELL SPRAY FOAM INSUL i",P ANCHOR BOLTS (14" LONG + ALO ° 1 3" HOOK 8" MIN EMBEDMENT) OR Opn0P1#2 W Alin SIIA�: �.1 I.a.,, AIR SPACE ......a...„.�.; �..�. _� '..• --_. A W ,Sp"r"lC N6 IN51DE FACE OF FND.WALL5-FULL HT � t ;� i F i - OR DRAPED BLANKET INSULATION T:` ° ^'-z VE OR5 3"X3"X�4° CODE 5EGTION 106b-EXCEPTION 4: _ .-- 1 4 ,.,_*,.. ..T_-_ '-i,t-i - )w;;..Y.» :''' WASHER PIA 24" 0/ FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF ' .%� r1 k,>,�, 4 �',ti�� `•,";, i 1�f,i� (1) 4 HORIZ.REBAR e a THE ROOF 15 PROTECTED WITH ❑ i # NON-RATED 5HEATHI%PROVIDED T 5/8"TYPE "X"6YP5UM BOARD DIRE 16%," (1)#4 HORIZ.REBAR e MID BASEMENT 2 HR FIREWALL SEPERATION OF ROOF 5HEATHI%AND 15 5UPPORTED BENEATH THE UNDERSIDE O HEIGHT OF WALL STORY "+Y ° = TION DETAIL �{ TED IN 2 LEA MINI t,' �� ., ,,. r• " ti ', �i;F,-Y=•i' ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF ' '' `!' '` -� t�l ' ! •`' h'"'�%r' ' ° N.T.S. SEE GLUSTE R FOUNDATION PLANS FOR LOCATIONS F DISTANCE OF 4'-0"ON BOTH 51DE5.OF FIREWALL.ALLOW NO U `ti� OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM 12 FOUNDATION WALL ON 24 xl2 TYPICAL HASEMENT 5LAB f 4 P.G.5LAB(MIN.2500 PSI GLA55 B ROOF IN6 U) - 5H LE TO 13E IN5TALLED. t .� ' .r' f'� ', �.• _ '. P.G.FOOTING n coz) STG RATING, D �..� t.a`• :ti , .�.i ','• ! to:::.... :F..�.: I , . ` �. ,! s ,, o •006 MIL.POLYETFELENE ~ ' '` t `y"; J,`.�,-� . w- -, »�_�,=1 _ U56 BROCHURE 5A100 (FIRE RE515TANT OPTION#I Q - i t? r .+r ,:•_s-_--,�ti'�i r-, ': ; i ! t. I ti` ? a •`y VAPOR BARRIER F- .. � '-` ti 777 ► rl ° '< • ASSEMBLIES CODE SECTION 706b-EXCEPTION 4: zr,`: TAMP d FIH TO 95�DENSITY ) to ` i ;� ' �r, '{} ' ' o Yt,, ° ° a PAGE 22 (AREA 5EPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 U . �,+ �- a ?: ,';:S ? •..� o o ° e SHEATHING IF FIRE RETARDANT TREATED Z SYSTEMS) GODS SECTION 106.6-EXCEPTION 4: TEST#UL DES U341 a ° ° SHEATHING IS INSTALLED FOR A DISTANCE OF FIREWALLS MAY TERMINATE AT THE CWC ,....._.�..•• _ � <• ,� � ..,4:_l,t,.,>'�,.x.. e a d °• 4-0 oN BOTH 51DB of FIREWALL WER51DE of ROOF KION-RATED ACOUSTICAL PERFORMANCE = STG 60 „ SHEATHIN6 PROVIDED THE ROOF 15 U HORIZONTAL #4 ° °: TE5T#RAL-TL-88-350 48 48 PROTECTED WITH 5/8 TYPE X o ° BA5ED ON 2x4 FRAME WITH MIN. 3" GYPSUM BOARD DIRECTLY BENEATH a ° THE UNDER5I0E OF ROOF 5HEATHING ° a MINERAL WOOL BATT AT EACH 510E AND 15 SUPPORTED BY 2"LE96ER5 SEGTIDN 12012 OF 2015 IBC-WALLS, XATTACHED TO THE SIDES OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITION5 AND FLOOR/GEILING FRAMING FOR A MINIMUM of ASSEMBLIES SEPARATING DWELLING 2' H STUD TRACK AN D15TANGE OF 4'-0"ON BOTH 51DE5 I. f=loor, Intermediate or To > Wall -- 2 in. wide channel Sha ed with I in. Ion les formed from No. 25 M56 olv steel, secured with suitable 2 HR FIREWALL SEPARATION DETAIL (7-� UNITS FROM EACH OTHER OR FROM G U K FOR SMOKE TI H OPTION #2 FIREWALL.ALLOW INO OPENINGS IN F p 9 9 g ROOF WITHIN 4-0OF FIREWALL p N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATION5 PUBLIC OR 5ERVIGE AREAS SHALL HAVE fQStener5 spaced 24 in. OG. FW2 A STG OF 50 OR MORE. JOINT OVER EACH SIDE.MINIMUM GLA55 B ROOF 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 gals steel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 in. and 2 TUDS CONTINUED TO U IDE ROOF 55E5® 240 OL, 5HIN6LE TO BE IN5TALLED flange width 1-3/8 in. PROVIDED 5TG=60 F SHEATHING M C I- USG AREA SEPARATION WALL SYSTEM UL# U336; r. � � � - Op 3. 6yp5um Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST#RAL-TL-88-3 50; STC = 60 I" Al SPACE EA. 51D o N N M into "H" -shaped studs. GC-)G INC -- Type, 5LX. TYPIGAL FRAME WALLS II UNITED 5TATE5 6YP5UM GO -- Type 5LX UNRATED (2) PIECES 6.P. E "X-5 AFTRoCK I FIREGUARD TYPE "X"SHAFTLINER, GYP. BD. OR MINERAL PROOF WOOL FIRE BLOGKI ;� . z USG MEXICO 5 A DE G Y -- Type 5LX. WINDOW HATER A55 FIN�AONBOTH SIDES Z CIO Z PROTECTED WALL: (Bearing or Nonbearing Wlall) AND EDGES ASW CLIPS OR O(3 U Z Z1 C a _I 9 ALUM ANGLE CLIPS Q 9 g J Z Z Z O Z Z N 2 HOUR FIRE 5EPERATION I" AIR SPACE 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. _ WALL 5HOWN HATCHED DOUBLE H-STUD TRACK a N 01 separation between wood framing and fire separation wall. SCREWED BACK TO BACK w lobs HORIZONTAL CONTINUITY, 4A. 5teel 5tud5 -- (As on alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE wALL5%KL BE GONTINbI FROM DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOOR5 AND N �, ExrEzloR wALI ro ExTa�toR wAu BACK TO BACK GEILIN6 W/GYP.BOARD OR MINERAL (0.032q in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 1n. thick) goly steel or No. 20 M56 (0.033 in. thick) WOOL FIRE BLOCKING Cq2 primed steel, cold formed, E�holl be, designed in accordance with the current edition of the 5pecification for the Design of Gold-Formed Steel ��� IN AIR 5PAGE .- structural Members by the American Iron and 5teel Institute. All design details enhancing the structural integrity of the wall assembly, including 2" H-STUD TRACK STG f TING V) the axial design load of the studs, shall be. o5 specified by the steel stud designer and/or producer, and shall meet the requirements of all WIND°W (2) PIECES G.P. TOU6HROGK I" USG BROCHURE 5AI00(FIR'.E RESISTANT CODE 5EGTION 106.5 EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. 51LL PLATE 1— applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 In. OG. Studs attached to floor and ceiling UNSPRINKLERED BUILDINGS: _ WATER PROOF BOARDS W/ ASSEMBLIES) Z tracks with 1/2 in. long Type 5-12 Steel screwy on both sides of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATEDYYZ6,66FIBERGLASS FIN15H ON BOTH 510B GARAGE PAGE 22 (AREA 5EPARATION WALL W 0 A151 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min 5HEATHING TO EXTEND 4'-0" ON GORE SECTION 1065 EXCEPTION #3 AND ED6E5 UNEXCAVATED TYPICAL - SYSTEMS) Q_ � 0 6ARA6E 5LAB TEST#UL DE5 U341 } BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/NEPA 13 OR � w m No. 20 656 (0.036 in. thick) gals steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between � OFFSET WALL NFPA 15R SPRINKLER: «4'PL.5LAB(MIN.3500 P51 GONG) W ^ w steel studs, and to adjacent a55emblie5 such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel FIRE RETARDANT TREATED SHEATHING o I REINFORCEDwITHbxb,lo/IowWM. ACOUSTICAL PERFORMANCE = STG 60 i--I 0 w fasteners spaced not greater than 24 in. O.G. 5tuds cross-braced with stud framing at midhei ht where necessary for clip attachment. Min a „ " I a a TAMP c FILL ro a5�DENSITY TEST#RAL-TL-88-350 W w p g 9 g y p 4-0 MIN. 4-0MIN. AT FIREWALL END 8 WIDE x FULL (U#4 Howz.REBAR .° #SLOPE GARAGE 5LAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" � v o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT OF FIREWALL TowAP�6ARASE DOOR MINERAL WOOL BATT AT EACH 51DE Z a 46 5teel 5tud5 -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channele II 5EGTION 1201.2 OF 2015 IBC- WALLS u 4 shaped, fabricated from min 25 M56 Corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL (-2 a , �J PARTITION5 AND FLOOR/GEILING W 7. in. OG. 5tud5 to be, cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 Fye ° A55EMBLIES SEPARATING 1DWELLING UNITS o corrosion- rotected steel, min width to accommodate stud size, with min I in. Ion le 5, attached to floor and ceilingwith fasteners 24 in. OG N.T.S. OFF-SET EXTERIOR WALLS FROM EACH OTHER oR FROM PUBLIC OR ❑ p g g ° SERVICE AREAS SHALL HAVE A STG OF 50 w max. 5tud5 cro55-braced with stud framing at mldhelght where necessary for clip attachment. Min 3/4 in. separation between Steel framing and a OR MORE. area separation wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE SEPARATION (I)#4 HORIZ.REBAR® MID ° Iw 5. 6 sum Board -- GIa55lfied or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontal) or vertically. sum board attached to TYPICAL FRAME WAL e : a PROVIDED 5TG=60 } yp pp y y Gyp WALL SHOWN HATCHED HEIGHT of WALL STORY o m ANCHOR BOLTS(14 Z m studs with 1-1/4 in. long steel drywall nails spaced S in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8' MIN ui joint compound. Nail heads covered with oint compound. EMBEDMENT) OR ADHE51VE Z Q p j p e NOTE: UL #336 EXCEEDS CURRENT FIRE CODE b. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Glips secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"xl2" ANCHORS W/3"X3"X�4" 5TANDARD5 AND REDUGE5 SOUND TRAN5FER v� WASHER PL ® 24" 0/G. .................., ,, ._.,............... . "H" 5tud5 and with Type W 5c:rew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS BETWEEN UN1T5 P.G. FOOTING W (,'�� 6A. Clipplacement (Item 6) for Separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS a: . U studs. p PSI bB. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area — �' g below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. L� _ _ = q _ ', -'r 6G. Glip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as v u 44, ° described in Item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically ° �s . o �0 � between wood framing and "H" studs. b UNRATED SIDING (TVP) ❑ - 4 0238 „ HORIZONTAL#4 ° \ 7. Non-Bearing Wall Partitiol Intersection -- (!Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4-0MIN. 4-0 MIN. e °: OF IOd nails spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max 16 UNITS �oB NUMBER CODE SECTION 1065 EXCEPTION #3 a ° 7 3 In. OG. vertically. Intersection between partition wood Studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are t0 be BUILDING-5 EQUIPPED W/NFPA 13 OR NFPA 13R 5PRINKLER: CODE SECTION 106.5 EXCEPTION #2 2016023 framed with a second 2 by 4 in. wood Stud fastened with 3 in. long 10d nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHIN6 AT FIREWALL END 8" WIDE x UNSPRINKLERED BUILDINGS: FIRE RETARDANT TREATED 5HEATHING TO EXTEND 4'-0" partition intersection per stud cavity. Non-bearing wall partition Stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT of FIREWALL 2 HR FIREWALL SEPERATION DETAIL @ GARAGE 5 U) SHEET NUMBER ON BOTH 51DE5 OF FIREWALL (MODEL B— 2 ) �X = Bearing the UL Classification Mark 2 HR FIREWALL SEPARATION DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 a_ -FW� Last U dated on 2010-10-:�, USG AREA SEPARATION WALL SYSTEM UL# U3 3 6; �`� (B- 2 ALT- 2 ) Updated N.T.S. AT FLUSH CONDITION FW2 TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE IP.C. 2017: ALL RIGHTS RESERVED