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Home My WebLink About42665-Z c Town of Southold 7/19/2019 0 P.O.Box 1179 53095 Main Rd # �p� �" Southold,New York 11971 110 CERTIFICATE OF OCCUPANCY No: 40516 Date: 7/19/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 36 Millstone Ln Unit 18, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/3/2018 pursuant to which Building Permit No. 42665 dated 5/10/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. (Unit #18 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0072 5/6/2019 ELECTRICAL CERTIFICATE NO. 42665 5/7/2019 PLUMBERS CERTIFICATION DATED 7/16/2019 ANufqNPIurnbiqg'font. Inc. k\�ea� "e Aut or' e Signature �SOFFot�coTOWN OF SOUTHOLD f 0 o BUILDING DEPARTMENT s TOWN CLERK'S OFFICE o�� • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42665 Date: 5/10/2018 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#18, C model) At premises located at: 36 Millstone Ln Unit 18, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-18 Pursuant to application dated 4/3/2018 and approved by the Building Inspector. To expire on 11/9/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,868.80 CO -NEW DWELLING $50.00 Total: $1,918.80 Building Inspector Form No.6 'TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. .2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. S. Commercial building,'industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses; 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building'Inspector shall state the reasons therefor in writing to the applicant. -C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory'building'$5b.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 $15.00 Date. 4 .New Construction: _Old or re-existing Building: (check ne) Location of Property: � �� House No. Street Hamlet �� Owner or Owners of Property: ��)40✓ ` ,�,�o ,Suffolk County Tax Map Na 1000, Section I ®,k . � � Block ® ! Lot Nbli•� t>��°t f� �k a p ;Lot: ---- �--- Filed Ma Permit No. t(J� Date of Permit. Applicant: /�koy Health Dept. Approval:_ � � � ��Underwriters Approval:_ Planning Board Approval: " — II Request for: Temporary Certifi ate Final Certificate: lian e) Fee Submitted:$ e CONSENT TO INSPECTION �' � �-�' the undersigned,do hereby state: lm � , (es) Y Owner(g)Names) That the undersign t ( e t o ner(s)o the premises i e T w of Southold,located at "k- which is qhown and designated,on the Su-ffo l- ounty Tax Map as District 1000, Section 10;,01 ,Block 0,Lot That the undersigned(has)(have)filed, or cause to be filed, an application in the Southold Town Building Inspe tor's Office for the Affillowinb, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of,the Town of Southold. The undersigned, in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: 6ea ) J BL '( r nt Na e) (Signature) (Print Name) Town Hall Annex Telephone(631)765-1802 54375 Main Road �, Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ;ell a® roger.richertCa)_town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 36 Millstone Lane (unit-18) City: Cutchogue St: New York Zip: 11935 Building Permit#: 42665 Section 102.1 Block. 1 Lot' 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub l Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 54 Ceding.Fixtures 20 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 26 CO Detectors Sub Panel A/C Blower 1 Range Recpt 30a Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 150a Switches Twist Lock Exit Fixtures TVSS Other Equipment. 3-combination smoke / co detectors, 3-bath fans, 1-wirlpool bath, 1-dead front gfci 1-combination GFCI/ARC fault circuit breaker,6-GFCI circuit breakers,9-ARC fault circuit breakers Notes, Inspector Signature: Date: May 7 2019 81-Cert Electrical Compliance Form As W�joj (luno;� 7 `oilgnd�fa�o�I�aaldr�uols�IluwoOlnS ul PagenO Y9£99squ w*ON•698 WA MON 40 aIeIS bllqnd tielol`8 -10TOZ do,fnp —( -sMj auz aaojaq of uaomS 4 II (aanlnu�I s quanld) •peal %I jo p 1/Z urgj ssol supluoo uua}sXs Xjddns iolem oqj uj posn aaplos otp vqi sppoo I '1 (jutad osnall) .aaglunld ur (julad osnaj j) :aaunno ol h •om"au"sutp"ne J [Q� .aanQ CUE RU s L Inr NF arloHMOS 90 N&( Z,t,aWDddd3Q DNICI'IIng j �� N01Da�j0y 6S60-TL6I I JAI`Piog}noS 6LII Xog'O'd Z056-99L Q£9)XE3 P2old urew 9L£b5 Z081-99L(I£9)auogdaiad ` ,. �� S2L[uy 1IsI3 un+as ' vn� 1 OF 50//T�° * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: J is - U DATE INSPECTOR OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSP-EC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [oJ(FRAM /SJBARPMG [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: AA �) . lk*�qb i Qv DATE INSPECTOR o�aOF SOUlyol TOWN OF SOUTHOLD BUILDING DEPT. i'ourm,,�' 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] F ING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [v FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [✓ 'CAU LKIN REMARKS: 1 p 17 cw� SSD �i U®✓ �" �f'��/�-� \�Alcl vivo DATE INSPECTOR OF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 3 INSPECTORT' SOUTyo� , # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 q�,441NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. n( l [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE / INSPECTOR � � OE SOpTho/_ h0 'o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] NSULATIION [ ] FRAMING /STRAPPING [ FINALN% [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] CAULKING 11 ARMoc O n_ 114A fn yj &V w v w!� 5.%A%jc�, 00 rAl"_�l u I Chi bil DATE INSPECTOR Home Energy Rating Certificate Property HERS 36 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2019-07-15 Rating Number: MC125 36 Millstone Ln Registry ID: 704507793 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 64.3 $1297 70% General information Cooling 0.6 $23 1% Conditioned Area 3692 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $195 11% Conditioned Volume 39534 cubic ft. Foundation Conditioned basement Lights/Appliances 24.1 $324 17% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 99.7 $1855 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 56.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 100 cfm, 23.2 watts. 2015 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC Performance Path ECCC New York State 2016 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under , Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 1271 Clg: 1271 CFM50 a ) 1511- Foundation Walls R-13.0 /I Method Bl_o�weer door Michael Fauci t r�1 co t�✓� {2-47 ( CrY • 66 IK,n „ir ect"f f, L �V Energy Testing Services LLC j C=D �. Lights and Appliance Features 1648 Locust Ave �i7l , Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia N.Y.11716 � �m Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 �iJ Refrigerator (kWh/yr) 632 Clothes Dryer CEF 3.93 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: �. REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 36 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than Tone CAZ or f home has multiple heating systems or water heaters) Date of Test: 2019-07-15 Outdoors Temp During Test: 85 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: [Afeating System Primary: Yes M No❑ T pe: Furnace ✓a Boiler❑Heat Pumper Other❑ Efficiency' Fuel Tybe?' '" Venting Tv_pe 3 .•a ,Drat sip IIaQe S i�llar CO CO Circle Type) Pascal orst Case atural orst Case atural Rating:95.0 NZ PD ODER NpNOM❑SE NSA Pa. Pass 2 Fail❑_ PassEFail❑ N/A PPM NIA PPM Water Heater Primary: Yes ❑✓ Type: Standard Tank ✓❑Indirect Tankless ❑ Size: 75 0 Style Common Vent El Non Instantaneous❑Commercial (See Note5belaw) (Gallons) Stand Alone Z✓ s a Venting Type 3 Drat Sin Ila a illa e(Ndtural) GO CO E tcien Fuel Type (Circle-Type) (Pascal) (Worse Case) (Worse Case); (Natural) EF: 0.69 N_❑✓ P❑O❑E❑ N❑MOSQ✓ N/A Pa. Pass[Z]Fail❑ Pass❑✓_FailEl N/A PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes_❑✓ No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 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 testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: �� Date: 2019-07-16 Manual S ComplianceRt Job: -�- wrightsoft* epor Date: Jan 07,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rbdelfino@energytestingservices.com Project • • For: 36 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17645 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 3131 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 20776 Btuh Indoor RH: 50% Estimated airflow: 800 cfm 1- •f -� �; ,,a c Manufacturer's Performance Data at Actual Design Conditions ; r1 Equipment type: Split AC f' J U L 1 8 2019 E Manufacturer: Generic Model: SEER 16 Actual airflow: 800 cfm 1� Sensible capacity: 16800 Btuh 95%of load ='• Latent capacity: 7200 Btuh 230%of load A'�y';V-" :a;;� sT,j HH Y D Total capacity: 24000 Btuh 116%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 37557 Btuh Entering coil DB: 62.2°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 685 cfm Output capacity: 37557 Btuh 100%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. -F}I-wrightsoft® 2019-Jan-07 16.49.57 Right-Suite®Universal 2018 18.0 32 RSU20066 Page 1 Arm...Rimor Model C MAN JSD\Rimor Model C MAN JSD rup Calc=MJ8 Front Door faces: W Residential Plans Exami - Equipment,Review • Form ACCK® for HVACSystem Design • • 15 Mar 09 /�YCad6YigCaitxbsdMata 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 E] No OEM performance data(heating,cooling,blower): Yes E] No ❑ Building plan#: Manual D Friction Rate Worksheet- Yes E] No ❑ Duct distribution sketch: Yes ❑ No Home address(Street or Lot#,Block,Subdivision): 36 Millstone Lane, Entire House HVAC LOAD CALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 *F Orientation: Front Door faces West Indoor temperature: 68 aF North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 37557 Btuh Number of bedrooms: 3 Conditioned floor area: 3776 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: 16.0 ft Sensible heat gain: 20051 Btuh Internal shade: none Blinds,drapes,etc. Eave' Latent heat gain: 3558 Btuh .Depth Window Total heat gain: 23609 Btuh Number of skylights: 0 EQUIPHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Efiuipmenttype• Gas furnace E%ipmenttype• SplitAC Heating cfm: 685 umace,Heat pump,Boller,etc. Ir Conditioner,Heat pump,etc. Cooling cfm' 800 Model: Generic Model: Generic Static pressure: 0 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow, Heating output capacity. 37557 Btuh Total cooling capacity. 0 Btuh Heatpumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT • .1 Design airflow. 800 cfm Longest supply duct: 264 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 169 ft Trunk duct: Round flex metal,Sheet metal Total device pressure losses: 0 in H2O Total effective length(TEL): 433 ft Available static pressure(ASP): 0 In H2O Friction rate: 0 in1100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction `Home qualifies for MJ1AE Form based on Abridged Edition Checklist Ir a _.1 �ft 9• Po . em�.moht-Sude®Universal 2018 18 0.32 RSU20066 .w,m.: .�. 9 Load Short Form Job: WI'1 htsoft Date: Jan 07,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email:rb delrino@energytestmgservices.com Project • • For: 36 Millstone Lane, Cutchogue, NY 11935 Design Information Htg Cig Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1179 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 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7745 790 159 37 Bed 2 196 3382 1582 70 74 Bath 2 60 1132 272 23 13 Stair 1 48 1434 181 30 9 Foyer 131 1597 441 33 21 M bath 110 409 6 8 0 CL 17 0 0 0 0 M BED 351 2041 2157 42 101 Breakfast 83 2009 1799 41 84 Dining 209 3556 1085 73 51 Laundry 23 26 460 1 22 Pant 19 0 0 0 0 Mud 48 371 79 8 4 Kitchen 157 247 1631 5 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - =wrightsoft® 2019-Jan-07 16:49:57 i► 4e,,.+, ,,,,,, ,;, ,, Right-Sulte®Universal 2018 18 0.32 RSU20066 Page 1 XCCE1..Rlmor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Greatroom 233 4593 3831 95 180 Bath 3 72 577 291 12 14 Bed 3 207 2940 1852 61 87 Loft 141 1185 595 24 28 Entire House 3776 33244 17050 685 800 Other equip loads 4313 595 Equip. @ 0.88 RSM 15528 Latent cooling 3131 TOTALS 3776 37557 18659 685 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. lkwr�gFitsoft' 2019Jan-0716:49:57 ;�,,�.i�,,,;i� Right-Sulte®Universal 2018 18.0.32 RSU20066 Page 2 iICCf� .Rimor Model C MAN JSD%Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces, W Project Summa Job: - wrightsoft_® Date: Jan 07,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-2442627 Email:rb delfino@energytestingservices.com Project • • For: 36 Millstone Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 33244 Btuh Structure 17050 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(68 cfm) 4313 Btuh Central vent(68 cfm) 595 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37557 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15528 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/1179 cfm Structure 1735 Btuh Ducts 0 Btuh Central vent(68 cfm) 1396 Btuh Heating Cooling Outside air Area(ft2) 3776 3776 Equipment latent load 3131 Btuh Volume(ft3) 23582 23582 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 18659 Btuh Equiv.AVF(cfm) 124 55 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Ori-wcightsoftp 2019-Jan-07 16 49.57 "%- RightSuite@ Universal 2018 18.0 32 RSU20066 Page 1 RCCA...Rimor Model C MAN JSD1Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 1 K cfm ------------ 91 cfm adiab 0 Bsmnt Sup Riser 0" Make up air 70CFM Skuttle Model 2161 Job#: Energy Testing Services LLC Scale:1 :88 Performed by Energy Testing Services LL... Page 1 1648-A Locust Ave Right Suite@ Universal 2018 36 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-0716:5120 r.b.delfino@energytestingservices.com ..AN JSDOmor Model C MAN JSDa... N Level 2 K101 cfm Breakfast 121 cfm 9216 cfm Greatroom Ki4en 23 0" 92 cfm M BED adiab Pant Laura*cfm Dining 9,88 cfm �1 cfm Mud 8,9 M path 10 cfm m1W R 3er 0" F39 cfm Stair 1 K35 cfrr Foyer 1k28 cVMth 2 Broan Exhaust 4'0" Model L150 70 garage CFM Energy Star Contnous User Timer Bed 2 Jk89 cfm 4' 1 Job#: Energy Testing Services LLC Scale:1 :88 Performed by Energy Testing Services LL... Page 1648-A Locust Ave Right Suite®Universal 2018 36 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-0716.5121 rb.delfino@energytestingservices.com ..AN JSD1RimorModel C MAN JSD.r... N Level 3 34 cfm L ift Bath 3 adiab 2 Sup Riser 1 8cfm ' stair 2 712 Bed 3 17 0" [9" Icfm Job#: Scale:1 :88 Performed by Energy Testing Services LL... Energy Testing Services LLC Page 1648-A Locust Ave Right-Shite@ Universal 2018 36 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-0716.5121 rb.delfino@energytestingservices.com ..AN JSD1Rimor Model C MAN JSD.r... Duct System Summa Jab. wrightsoW y Date: Jan 07,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfmo@energytestingservices.com Project • • For: 36 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 685 cfm 800 cfm Total effective length(TEL) 433 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 272 28 15 0 0 Ox 0 MtFx 19.8 140.0 st5 Bath 3 c 291 14 16 0 0 16x 0 ShMt 30.8 115.0 st4 Bed 2 c 1582 84 89 0 0 Ox 0 MtFx 23.8 130.0 st5 Bed 3-A c 1852 73 104 0 0 Ox 0 MtFx 38.8 225.0 st4 Breakfast c 1799 50 101 0 0 Ox 0 MtFx 37.5 170.0 st1 B Bsmnt h 790 191 44 0 0 Ox 0 MtFx 36.0 150.0 st1A Dining h 1085 88 61 0 0 Ox 0 MtFx 19.0 160.0 st1 Foyer h 441 39 25 0 0 Ox 0 MtFx 7.8 95.0 Greatroom c 3831 113 216 0 0 Ox 0 MtFx 37.0 130.0 st1 Kitchen c 1631 6 92 0 0 Ox 0 MtFx 24.5 140.0 st1 Laundry c 460 1 26 0 0 Ox 0 MtFx 16.5 150.0 st1 Loft c 595 29 34 0 0 Ox 0 ShMt 29.8 210.0 st4 M BED c 2157 50 121 0 0 Ox 0 MtFx 48.0 160.0 st1A M bath h 6 10 0 0 0 Ox 0 MtFx 21.8 165.0 st1 Mud h 79 9 4 0 0 Ox 0 MtFx 10.0 175.0 st1 Stair 1 h 181 35 10 0 0 Ox 0 MtFx 5.8 150.0 sty Wrightsoft' 2019-Jan-07 16.49:57 �� .�„,� „.,_ , RightSmte®Universal 2018 18 0 32 RSU20066 Page 1 /LCCA .Rimor Model c- JSD%Rimor Model C MAN JSD rup Calc=MJ8 Front Door faces, W • • Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 116 154 0 0 0 0 x 0 MetlFlx st1 Peak AVF 519 666 0 0 0 16 x 0 ShtMetl st5 Peak AVF 147 115 0 0 0 16 x 0 ShtMetl st1B Peak AVF 50 101 0 0 0 16 x 0 ShtMetl st1A st1A Peak AVF 291 267 0 0 0 16 x 0 ShtMetl st1 TableReturn Branch Detail 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 rb1 0x0 191 44 144.3 0 0 0 Ox 0 MtFx rt1A rb2 0x0 630 916 168.8 0 0 0 Ox 0 MtFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 191 44 0 0 0 0 x 0 ShtMetl rt1 rt1 Peak AVF 821 960 0 0 0 0 x 0 ShtMetl Wright a®ft" 2019Jan-071649.57 Right-Suite®Universal 2018 18 0.32 RSU20066 Page 2 RCCA ..Rimor Model C MAN JSD\Rimor Model C MAN JSD rup Calc=MJ8 Front Door faces W GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Att: Mr. Michael Veit. Chief Building In .6ctor J U L 1 g 2Q19 TO.�.•.s�'h f tiG EP � Re:ZHarvest Pointe at Cutchogue _��-r( Greened in Rear Covered Porch Unit No. 18 Permit No.42665 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. Re pectfully submitted, ,��FtED AR�,y CgERT Cyd en erveny,AIA, LEED AP Principal (P 023810 Q �cpF MECHANICAL 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 Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President JUL 1 8 7019 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 .I GRCH ARCHITECTURE PC 3750 ExPRESS DRIVE SOUTH SUITE 202 ISLANDIA. IVY 11749 W W W.GRCHARCHITECTURE.COM 637 8643395 November 14, 2018 "w ,• F-� Town of Southold Building Department 53095 Route 25 J U L 18 2019 PO Box 1179 Southold NY 11971 3 � L,3; i ° DEVIL Attn. Ms.Amanda Nunemaker 'ZC:+`46I 4 0'i? ;0��110L.D 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 ?Cherv . d, O ARC bSRT40 C,A ED AP 381 Q T�oF 02NE�y�I GRCH ARCHITECTURE PC ® 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 29, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 18 -Permit#42665 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined'in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Respec y s bmitted, '(J�RED ARc �CgERT C& CIA CG /hen A, LEED AP Princ '9�• 023811 Q Fri �✓ �� LJ JUL 1 8 2019 LT.j: -,101,G DEPTz OFFICE LOCATION: ALkEUNG ADDRESS: Town Hall Annex Sol r P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY fli Telephone: 631765-1938 Art> www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 25, 2019 JUL 182019 Mr. Henry Alia Rimor Development LLC DEfT, P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 5 through 8 and 13 through 18 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# 5—8 and 13— 18 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made on April 15, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these ten (10) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully ac Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager APPLICANT. S.C.T.M.": 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Connacton Other) --6,,- Qs��', NAME: °Zn Block� Lot"- a ST® ATER - DRAINAGE Date: INSPECTION REPORT FORM COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA ®ESCRIPTI®N OF SITE WORK TO BE CONtP�ETE® YES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. #; a.`Maintenance of Erosion&Sediment Controls tj b. Limit =oi Clearing &Area of Proposed Land Disturbance. U�( �i� _ ® SQ( f�,�, 4 c.-Conditidn'of Stockpiled Soils. t p :l�' Verification of Size& Depth of Leaching Pools. JI, �'(T _e Verific tion of Drain Pipe installation/Concrete Parging �= . ';_.�—� ��'p�;62(%1 TM_DRAJ N A66 (oX ; jp Driveway Installation within the Town ROW-Highway Specifications_ �- -r; �� ! inal'Si e•Grading-Effect on Adjacent Property I--- ` 3 td 51, InspcaMtc?n of' Gutter& Leader System-Drainage Pynng ' rm Instalml of proposed Swimming Pool and discharge ring. — ]� t I, �} t:• �OYpI 1 i. Inspe0j6d of Construction Entrance/Staging Area(s). k.^,' Location 6f proposed concrete washout area(s). .w:"t;irfai Inspection Revort must be completed prior to is>,uarcc of Ceriif ic,ite of Occurvu c- l iie aonlicani iia,Ituec oral:ons Fear t�rtiFicattori of�iraici >%tri,Ea.latr�rss >k OPTION : 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION$:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OP`T'ION;'�:3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION$: 1. OPTION$:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES: TOS Review NOTES CROS I olr� D f M i d� 7'i �. - FL&cis Am VZVAL ****FOR ENGINEERINt° -P�lltTi�IE " °uW ONLY**** Additional Work is Required for Approval. Reviewed& El SMCP Installation is Not Complete. (See Notes Above) Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date: '`{ ��,� Inspection': _n Completed & Approved by the Engineering Department. FORM ' SWCP Inspection Report Form-TOS October 2014 / 1 • • • COM2VfENTS B'r'ie i1MAM� = 1 �, FOUNDATION (IST) ----------------------------- 'FOUNDATION , - L Wain, _!,& �t *i✓moi-= PLUMBING MCI , F4? ATS O �: INSULATION PER N.Y-. STATE ENERGY CODE WA oil ..�21TIONAL COMMENTS f� f� ,..L,j �OWWR a . Wrlwfir".4 Maw. 111=111111110�111`� _ - wort Q a TOWN OF SO_UTHOLDBLTII;DII�C`PBRR�V�IT�AIPPI;ICATION`CIIECKLIST DEPARTMENT DEPARTENT _ _ �, , .: ?o Xou14, or need the following;beforeapplying, TOWN FALL Board of Health - SOUTHOL-D,NY-11971 :, _ 4 sets of.Building Plans- TEL: (631)765-1180-7 - —Planning Board approval FAX: (631) 765-9502 �j Survey Southoldtownny.gov --' 't`Y ' ` ,°PELT NO. " _ -�/ " _"Cheat Septic Form _ N.Y.S.D.E.C. Trustees C:O.Application - - Flood Permit Examined ,20t D _.Single&Separate •Tiuss Identification Form Storm-Water,,��,ssessment Form_ APR - 3 .2018 filR Zvi�Lo� �j ( Contact: Approved L/ 20S - _ r� . Mail to: (`•�_ rg�� := t� n "'gi I{G 9.11.1 �. Disapproved a/c TOWN OF SOIITHOLD - -, Phone: ! Expiration Bu' ector = -APPLICA'TION-FORBUILDING PEZIT_ _ Date 20 INSTRUCTIONS _a.This application,MUST be completely-MM 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-taadjoining premises or public streets.or areas,and waterways. c.The work covered by this.application may notbe conimenced-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� sedsm�whaie or in parthi any_purpose what so,ever until the Building Inspector 'C-- issues;aCegfi iicateofOccupancy. ° = ~¢- � . ,,.��;*mss- ,2�_ 3 z`.,r f Every/building permit shallexpire ?,ill fork#authorizedf has not corrimenced,withiri I2-mbt thg after the date of fssuance'or-hiis'not",been completed within 1.9-months=from-such date.-If-no-zoning amendiments or other-regulations affecting-the property have Been enacted in the interim,the=Bittiding Inspector may authonze din 44ing th'eextension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION-IS-HEREBY�MADE to the 130ding-D--epartment for the_issuance of a Building'Pertnit 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) �. �.0 r '(Mailing address-of ap licant) State whether applicant is owner,lessee,agent; architect,engineer,general contractor,electrician,plumber or builder V YM heA--*" 'i Name of owner of premises �I D �`� � 1L'C' - 4 (As on- he.tax roll or latestded) If applicant is a corporeltip,signattir o duly a th doffi oc (Name and title of corp ate officer) Builders License No. PlumbersLicense No. ElectriciansLicense No. Other Trade's L-icense No. - 1. Logia o of hi propos9d work will be dame: House Number Street Hamlet County-Tdk-Map Na:-1000. -Section,- Block. t Lot "O t Filed Map No. Subdivision r 6PO _ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Alteration_ ;. Nature of work(check which applicable):New Building Othe r k Rei oval Demo att n,. _ _ Re air I � + � ; q- Repair 3 D `F'ee ° '�` 1. Estimated Cost filing this application) (To be"paid on ' Nun[kr of;dwelling units'on each floor I f dwelling, number of dwelling units If,garage,-nu-mbe_ r-of_cars_ 6. If business, conrimercial or mixed occu anc ,s e fi=nature:arid extent of each type of use. p_ Y P �.ti�rat Rear Depth 7. Dimensions of-eiisi:ing structures,if any:Front + " Height Number of Stories Rear Dimensions of same structure with alterations or additions: Front Number of Stories Depth a t l( ' � (6 �� C� Depth 8, Dimensions of en ire new construction: Front Rear Height �9, Number of Stories 11 Rear Depth 9. Size of lot: Front - 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated NO 1?. Does proposed construction violate any zoning lav ordinance or regulation?YES e re-graded? YES �Nlo Will excess fill be-removed from premises? YES1�0l3. Wtll lot b &r q,0 G718 �aMo✓� ar� Phone No. 3 14. Names of owner of premises t-L� Address _ 8 If .�A .c g : Address -••i '4- Phone No Name'of Architect Phone No. c� �W 1•�t/ ddress A Name of Contractor � - ✓ 15 a. Is this property within 100•feet of a tidal wetland or PER feetRE'YES RED.NOTES & IF YES, SOUTHOLD TOWN`�U a Edal wetDland? * YES NO G b. is this property within 300 feet of t IF YES, D.E.C.PERMITS_MAY BE REQUIRED- 16. EQUIRED•l6. Provide survey,to scale, with accurate foundation plan and distances to property lines. ` 17. If elevation at any point on property is at I0.,feet or below,must provide topographical , to on survey. YES ` -18. Are there-any,covenants and restricfions with respect to tPK4' 4,§ '?` NO IF YES,PROVIDE A COPY. ,��•� �$. 1a( STATE OF NEW YORK) SS: 7:Aual V1 �!!`_, being duly sworn,deposes andsays that(s)he is the applicant igni g contract)above named, - (S)He is the (Contra r,Agent,Corporate Officer,etc.) is of said owner or owners,and is duly authorized to perform or have performed hesaid work and to makeand file belief;and that the work hili be lication; that all statements contained in this application are true to the best of his knowledge- performed in the manner set forth in the application filed therewith. 4 Sworn to before nne this . 20 ?,rd —day of. AD i 1 ��- TRACEY L. DWY NU Y PUBLIC,STATE OF NEW YORK Signature of pp i ant Notary Publi NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2G16 , FfQjK BUILDING DEPARTMENT- Electrical Inspector � TOWNOF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 :Southold New York 11971-0959 Telephone (631) 705-1802 - FAX (631) 765-95p2 roger.richert1—town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION RE VESTED BY:' �. .. : .._®. .... .. , Q _. _ _ Date: Company Name: " "p-k ` Name: License No.: "��C9 M email: Address: il.0 , 50ff, �` /! Phone No.: JOB SITE INFORMATION: (All Informati Required) P64�4,�.e, Name: v Q Address: 1wf iC . Q Cross Street: v m / 78 4-;U67 Phone No.: Bidg.Permit#: Temail: 2a*414. ,l Tax Map District: 1000 Section: 04- ,� Block; BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle AII That Apply: Is job ready for inspection?: Y / NO ;Rough In Final Do you need a Temp Certificate?: C ES NO Issued On Temp'Information: (Ail information re uired) rWun'dergrourd 1 Ph 3 Ph Size: �� A ,#Meters Old Meter# Servi - Fire Reconnect - Flood Reconnect-Service Reconnected - Underground -Overhead Lateral 1 H Frame Pole Work done on Service? Y N .Additional Information: ,PAYMENT DUE WITH APPLICATION 5� t � ,Request for Inspection Form.xls 'Town Hall Annex Telephone(631)4765-1802 54375 Main Road Fax(631),765-9502 P. O. Box 1179 ;o; Southold, NY 11971-0959 BUILDINGDEF'ARTI1��f!!`i" " m '.Jh .•1 . y ��•y � �" 'r-G'- NOTICE',iC),'F.:(-JT LIZA w.'r'', I TION OF TRUSS,T�: ep,E CONSTjtUCTlON. PRE-EN W OCONSTRUCTION AN ,13' "�NlI3; IR CONSTRUCTION Date: Owner:, �;r,::-.�,�'; 0 •', 1. ��r i'!,ar ..3i'•�`Q�,�,,� (� irv;,.1, r !.y' ^f� r v 4.(:• t)1, LocatiQjn:o =,Property: ,�S"`a. ) ?�"�'.p}' �� li,"�h;0.h;�t,i'�+. �{,,./,4?'`.'y,�ai ,�1•- el`:'i,3t:;4�n�"v '��Wa"f,,�a,,..xti' ,v+ r;+�i' j.?y Please=r'ta ~ once that the{cliek%applicable(i {", ✓', ( tt r- New commerca} etdin ;� ccture. . . r' -,K'` i1..,:.�'.•`:.,�,�,�:3;tom:."'�.,,`�' , =4 d dition to :..'. . ,'a.r., ,ti �Yr d eXitin comrraercisl�pr i~esideritial stru�$ar ,� KrY?f'o'tc."' ei' '"� ,•'i,J,ily ,i,' t , .,yqr�J;, '+,Yt,e, •'`'off" r�;ks�,t; ;d�}, �r,,.,•,•a:n +14; re?:,�r -Intation; ' v�yl �existirig crrp ercial or resideritltstructure to be consti C ' }r erlor ' � ° ' �' IN I , ' "p ,m ted a io subjWI'j 'r.` reference, 'bdiie;wi ll rt�t�I (check Trui; ; yp�e,cQnstruction (TT), . ,1•''„r t , '' -_ _ .. .------ ---- , Pre en �o/''�f�jcor�struction (PW) TimberconsfrttiF. ; in the following location S) (check appIleat��e Floor framing, including girders al d'beams (F) Roof framing (R) Floor and roof frami ( R) . Signature: NdrIe'(pe`�sdhi " rnitfii g;,f i s for, Capacity (check applicable line): ,•, ,^'i.'`I•, 1•':,, i�, ',,Ara;"'''i',:,.,r ,h � �h � �Yrir ;41•ih�,ir^?;w;l. ;tPy� 1"y` rC,'7"jr;',•F.'•%2��i'�qi Owner, ! i:', ,r',:''" �,; :r;;,'' i ..•,ai Owner representative TrussRegl5.docx Effective 1/1/2015 1 a lr z+fir a�,jSr s'�'� �'aasrs+'t7F� �fwiile. r^�5+�:l�t�"t.i�l��: �'"�.•+z7S;.+Ritr.�^'J,''�'+h�M��{�1L i�tf,��'��rS.liJ �}}!'a. iit4'it.,�'`Y '}, rvitL..• f{.�. !,S Jf 0.,,r,, r�ti�L!�r,`C.�.t.�r�i' - e•'7^�-1__Lr�� rCrr,=�ti lftt= ,"jJ��r.=�aL�".��`' tL'.'rtt Y+iYt_yr; +�.•Lr'` li ✓�% Y`,. •,�r'r i'k. . J fi�?�?k=�/b�t. 4z rrf'� !� r.r'-rr.xrrl� •'r^�ifif t•'L + i�. K tic L.1�,,,,�•} �,tra�,.47f'..r,..tiy. 1.,3��iF r i: 't'rt�fYv�t t'✓�Cy " }thMc�rtti.2+ 'iJr yt ;Jr4 � ' : ✓r 7� v f t�'�`.ti i. ✓ r ;SYt.Y tY l.RYk,t +.,•�. t ✓t„* •� +trlva' Y aril/ b�y J ti 7,^t.p�T�4).� ',}"r�•c +{�� + �'.R y.ar.t�i,;�. 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FLOOR FRAMING, INCLUDING t � }� GIRDERS ► D BEAMS —ROOF—FRAMING FLOOR AND - NU V111t JhiALL Bt -IO -tirr-WI In N'JLVI�G-4v[ Ure STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS ' AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED I :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 0 BE MINIMUM 6"" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%• TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT UTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. LL BE C900 BLUE BR AL. WATER MAIN TO U 1 D WITH 6"" SU Rl PI STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER 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 k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING JD WATER/DRAINAGE LINES. { PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND 4D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN $ FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE 2ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN rER/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 DIET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF AES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. Habitable Garage Area Total SF Harvest P®i me at Unit Numbers Area (SF) (SF) ( ) i 77-124 1,999 486 2,485 C U tc h®g U e 1,3,8,10,12,14, - 21,23,26,27,29, Cutchogue, New York ;31,33,36,39,41,451,599 363 1,962 Town of Southold 6,47,49,50,52,54, :6, 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 5,28,30,32,35,38, 1,599363 1,962 11 SCDH REVISIONS 4/22/17 AVL ` 10,42,44,4$,51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL 57,60,62,64,66,70, TOWN REVISIONS------- - -3/27/17—______ AVL__._ r — 73;74;75 - ' 8 SCDH REVISIONS 3/9/17 AVL 4 7 34 37 43 55 ._ ; = ah.• .., ,,,;v_4'.;%,.._ '' acl,ockea,by14.1979ysy 1,599 380'61,63,65,67,69,71 ,. >., ['_�s �'`".y�, .3ri •.a, �;F �z'.si: '<f== ...;`..-'•.;<`','}:-4'-,:,...„ , t�=''x;4, Issued for Date 15,16,17,18 1,999 408 2,407 ~ July 10, 2015 N/A 6,188 N/A 6,188 SUR 1000-102-01-33.3 i m F i I SC®HS Approval 'U tili SUFFOL OUN t Y DEPAIITY04T OF,HEhLTH SERMES ti PERMIT FOR APPROVAL OF OON�M-ups•om FOR A �8�1 F�• �lf� 8��90��E+94,@� ' (7- HS 7-CSS REMO. v- APPROVED Y r� r Drawing Number �, 1� FOR MAXJM MOF JJ - S OV Ne PIRES`I HREE YEARS FROM DATE OF APPROM °� o v 040' n _ co n I Sheet of )+'+ �6 9 2 pRn�ESStON� , Project Number 29305.00 SC®HS Reference # C1®-06-0013 h NOTES: 'I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE , SWEET MEADOW l PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE li NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, COURT W PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 00 r 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 oV ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 00 m 1, THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH M ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Na PHYSICAL EASEMENTS ON PROPERTY Lyl OR RIGHT OF WAYS,IF ANY.NOT SHOWN ARE NOT CERTIFIED RECORDED EASEMENTS PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 4 r CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, v O SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Ch ^ I OTHER THAN VISIBLE PERMANENT STRUCTURES - r )� M J +f COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, d t RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR O I �( C,_J4 \A*` t A.J THIS PLAN WAS PREPARED TO ASSIST E OBTAINING FRAMING PERMITS FROM LOCAL V_ M I `-d,� �] D PMUNIC URPOSELITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER M M N � ! ' JUN 132010 L/ l� c� (�cv b `" T®74T OF SFOLD S 38024'18" E 8.99' S 5 `o S 51°44'21"W 5 3 B,6' 17 2' N 6.1� 7.7 w,�, 34.10' s N m Z m o 5.Oo ®� SEW �® �— zn 4 0' !- co Q NCO Z } 11 3.0'� , �� pViD pFT ° = J Z 00 0 U) S 51°44'21"W Z o_ _ L �ao� z z.o'— — — _p_z 2 0' - O w 38.16' N Z 1,_ qUL 00 Z ~ O p �/jj D.05021� JQ O z U- D- 3.0' 4.0' 0 o N o LAND U)^ m 4.8' J 9 � ci in-v N ..J U 7.6 c"c) 7 8 0 �) J 5.3' c"I _ W 6.5' u) 17.2' I 6.2' G O 05-23-2018 FOUNDATION LOCATION D. FOUNDATION AS-CONSTRUCTED SURVEY FOR a UNITS 17-18 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 ij FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ,I S.0 T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 17&18 I' 'P NELSON & POPE ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM i INDIVIDUALSURVEYS DRAWN BY: NP CADD No.: 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 1"=30' DATE: 05-24-18 PROJECT NO.: 00026 i ®DI NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE RIO SLATE C:]A/C UNIT PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE �j CONC.WALK STOOP AIC UNITT STEP NOT PLANTING NDED TO AREAS,ADDITIO ADDITIONS BUILE THE ION OF DINGSANDCES,RE ANYOTHERING WALLS,CO CONSTRUCTION w z SLATE 5 5 ❑ W IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 72' 6.11' W PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 6.6' o m W PERSON.UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED = 5.3' 7.7' c�i ri U(o PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF O 7 6'V - Z O AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE O J ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ~ I CIS -1 F- N - 5.0' U Z THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Z `- m O W ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION LU 4.0'� z a - 2 - :5 e- COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W BIT.DRIVE W/8" W UJ 3•�` SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY W 'a I PAVER BORDER � i c') W NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS ZM N co Z OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED pS 510 44'21"W 2 0'__C0 _I co _ LL w _ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE W CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, L71 138.21' W I j I j 0 2 0 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS MOO - LL 6 !O U) D? EGRRESS OTHER THAN VISIBLE PERMANENT STRUCTURES WIN.WELL, J M O- I BIT.DRIVE W/8" m 9 I— TYP N C j I PAVER BORDER Q U) COPYRIGHTO NELSON&POPE.ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, J DO N V' _� N 3 O'N RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED cr) O I 4 0' Z IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN r��7z - - - = 4 6, W W PERMISSION OF THE SURVEYOR `� of S 51°38'15"W -I 76, N N CIO a �� 7.8' co Z 35.87' in0w 5.3'6.5' v a O� R=112.00' 00 `a'WW �'wo2 5s 62 OW L=8.59' � SLATE EIAIC UNIT a CONC.WALK RIO R=112.00' c� SLATE OC UNIT L=21.20' �' m S 53037'34" E 51.14 c0 N s .-- '4�p • O f S 38024'18" E " 96.29' t R OCT 2 1 2019 0F hlFj,� 40 S 24°33'07"W 'pN P� �' C70�. 107.80' pip Q I o I- ce) t7 q y S 65°26'53" E ��0� I 49.54' �� m f R=275.00' N I 05021 i 0 L=77.85' I A N U y +� 167.99' (ACTUAL) 05-23-2018 FOUNDATION LOCATION FINAL SURVEY FOR 01-11-2019 FINAL SURVEY f UNITS 17-18 UNIT DESIGNATION MAP OF a N I S52°55'20"W . HARVEST POINTE CONDOMINIUM 1 o co FILE NO.:471 FILED January 09, 2018 O LU I SITUATED AT Z. N o 0 CUTCHOGUE S 40°52'38" E in m C) I o TOWN ,OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 17&18 25.43' I r` SOUTHOLD S52°55'20"W U) NELSON & POPE N 19.37' I `5 ENGINEERS & SURVEYORS w 572 WALT WHITMAN'ROAD,MELVILLE,N.Y. 1174PHONE(631)427-5665 FAX(631)427-5620 �` L� WWW.NELSONPOPE.COM Z W _ I DRAWN BY: NP CADD No.:LL w 00026 IS S :SCALE]:SCHOOL HOUSE LANE• CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 05-24-18 PROJECT NO.: 00026 „=3 ---------- ,.b,,.;Ip pi? ,yn ,7747�= "'I"I'V.,T7,, :p 0. A ii�o 3ue\cad\ld\Planset 3 \&,29305,.00—LIi U A q, 401 ci o11 (DEED) 9 ci 1 04.80' (ACTUALi 9 u ........... "'W p OV4 d;i V, ROPOSE6 (TO BE ROUTED-I'AROU �;1 NDXISTING WITHIN'THIN; NATUIJR'AC,"AEA)iii-', Wo �,W W t -M '.C vp—i 75 1 SETBACK 77— 'A A', IT 11, Oy ilh ij 13.7' 4W`ii f"&-t x, CT fif A 10 A,NK C., 'A- e VYep ,c j 'us4 ? EN C3 Ft, Vt, N d. 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LAiy JF :I�, I „ Av j cw NOTES. ®DITHE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE /�� R/O SLATE A/C UNIT PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE U U STOOP&STEP NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, CONC.WALK wW 0wLo PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION W ❑A/C UNIT w� g SLATE 5.5' O w U -z¢K N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, co /U a 17 2' 6.1' CO j a U OJ -UU PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Q W 6,6' vi o O) _ Z O Z U O=r> PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 0mu, 5 3' 7 7' N r d r` 0 Z U f Q PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF II Ll/ 1" WATER = 7 6' r O U W 3 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE SERVICE O _ u,v Oct .I r W W N co p) ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND W W - 6 _j F_ - 5 O', _ 23 5' j C4 THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Ou I a 0'W LU H 1 o p 4"SDR-35 Z N ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION (�----I z 311 1: INV. PIPE,TYP.N '/ m " COPIES E THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED L/ BIT.DRIVE W/8" W W 30.33 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY W 0 I PAVER BORDER � i o�� Q W WIN WELL, !�� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS Q. o 10 GTn D_ Q I M M z v TYP. VE OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED z 2.0' II 11 W _T d)p. UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED II I ----�' .J �� Z.O' 1°`a AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE LL LL - a Av ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN J GTn I fV 0 I LL O > }d \Q p, PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED BIT.DRIVE W/8" � I I W Z d F d m TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS F- II PAVER BORDER r Q I n { 4.n0 a Z N LLI O THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP _ CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR i) W I 04 30'N �M vD ZN ao FURTHER DESIGN i �tF jf7 1 (rd 1 cm 4.0. ----- H- S.T. u�� D ! `< ,{� 3 (=o S1 " w =I r Z 2 7' S C)1 c? PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 1 W � W 4.8'r W T- �d CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Q II W � io &D-v Cp INV. No 1" WATE ?I cV cV Ci w a ST-2 16u) SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS SERVICE 7.6' p INV irk 28.65 >m J OTHER THAN VISIBLE PERMANENT STRUCTURES of lg O m Gm 5.3' 78' N r 3033 U� ZN w J U L 1 8 /a II U U 6.5' Z D N z COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS W >r LP O. RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, C R/0 2' P_\ 6 2' ¢ O Z z N d I°\• LLJ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED U) ) W L SLATE GA/C UNIT OW O a 0 0 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN _ v' E E E G E CONC WALK �U oa C1.4 �.T� PERMISSION OF THE SURVEYOR. BT-J r..••DMIG DE �g J 04 SLATE A/C UNIT X J Z N ADDITIONAL IMPROVEMENTS ANDIOR POSSESSION,IF ANY,NOT LOCATED,NOT ❑ QUJ rtA SHOWN C ryn U 27 7 6 1 O 14 8 _ 5.5' F W p w0 Z pic ALL SANITARY PIPING 4'SDR-35,TYPICAL G w _O c. m aD I I W on Q,wj W N N 't o ww j r O T-2 W 1" WATER r OLU2 'O acoS.T ui� cm SERVICE 101 0 2.3' O0 b u, ao SANITARY SYSTEM AS-BUILT TABLE II ---- Z 225' OW Zaai ani -c,1 STRUCTURE NAME TIE A TIE B 2.0' I Z) a U)&(- n BIT DRIVE W/8" Ul I !� zo Nye UNITS#15-16 O 1 PAVER BORDER W D_C' > > NM �U ON zN zN MN ST-1 69.7 33.0 SU�rE �Jt I� COiJl,ti°t' ,_'r, ;`�i',F.NT OF HFALTH SERVICES II m ° r !"'INV Q I co- INV. � ' �^ A 16' _� I u u u-W (z�co 3r zs.25 zs 30 ®F V� y ST-2 75.5 30.8 V+OROS FOR II � � ` w -�I�Li ��ja.o'� 27' �� ,plAD LP 96.2' 32.5' �, ', r.i to D 0 ILL.C) O� >9 n; 4"SDR-35 C7 J T 61 IS I�.:L 4 h(i ILf RE8!D_NGE Z 1 BIT.DRIVE W/8" � < I I--W ar 1.0' PIPE,TYP =FOM � Q � SANITARY SYSTEM AS-BUILTTABLE MAY 0 5 2019 y�� , q�� ^)-„ 00 Ilk � � `PAVER BORDER r Q I LO co� oM a �J zap N � C^' : �p STRUCTURE NAME TIE A TIE B Dr`3t�'- Y f.s�.{ltir"I�IrJ._ 1 - �I _ I cv mw op eu 1 e�aom Z 1s- - c°,M > O UNITS#17-18 The sev d9e d�spasaE and+crater Su F2CiiiF.ia�at t�,;s tc,aticn have been �,, � ? 2.0' N ST-1 46.4' 75.2' Inspected and/or certified by this t?aparlrrsept r othc:�AyL�1cttis and found to °' LU S ST-2 44.2' 81.5' be sattsfactory FOR A i�^ ilVitJM c F� �[ 13EDi�CO�+iS" I' W o 5.5 u,W o N r ww �4, 0 13 \4, LP y �1 Gln N Qw M 6.0'cy HR' 61 �J V W l] WATER 23.0' C7 m 16.5' 6 0' 5.5' Q O K S O 5 SERVICE L N S�LOAIE OA/CUNIT ao� Craig Knepper, P.E., Chief I -E E z G G G w CONC WALK Uw Office of �JVastewater Management II 05-23-2018 FOUNDATION L c ION K - SANITARY AS-CONSTRUCTED PLAN FOR - ---- -- 01-11-2019 FINALSURVEY UNITS 15 -18 UNIT DESIGNATION MAP OF 01-12-2019 SANITARY AS-BUILT HARVEST POINTE CONDOMINIUM 1 REVISED SANITARY 03-11-2019 AS-BUILT AS PER FILE NO.:471 FILED January 09, 2018 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S iS C H D.DATED 03-07-19 SITUATED AT UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 03-25-2019 REVISED SANITARY CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 15 R-10-17-0069 1,999 S.F. 408 S.F. 2,407S.F. S C T.M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 15,16.17&18 t 16 R-10-17-0070 1,999 S.F. 408 S.F. 2,4071S.F. NELSON & POPE 17 R-10-17-0071 1,999 S.F. 408 S.F. 2,407iS.F. I I ENGINEERS & SURVEYORS 18 R-10-17-0072 1,999 S.F. 408 S.F. 2,407,5.F. I _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 ��jj rr� B L - WWW.NELSONPOPE.COM RE CO V E� I DRAWN BY: NP CADD No.: 00026 I SCALE: CHECKED BY: PE FILE NO.: 00026 SHEET NO.: 1 OF'I APR 12 �9� 1.,=30' q, I DATE: OS-24-18 PROJECT NO.: Lfir+CO. ILfiWA��iii��® �� ., o Fire separation APPROVED AS No ED required NU Code as per DATE- � l6. B.P:�• Code FEET- BY: NOTIFY Y BUILDING DEPART AT: Blower door 765-1802 "AM TO 4 PM FOR THE and ductwork FOLLOWING INSPECTIONS: 1'. FOUNDATION - TWO REQUIRED testing required, •= FOR POURED CONCRETE 2.' ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST Must provide Manuals BE COMPLETE FOR C.O. Dj J and S as per ALL CONSTRUCTION SHALL MEET THE NYS Energy Code REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. DO NOT PROCEED WITH RAMING UNTIL SURVEY COMPLY WITH ALL CODES OF O -.FOUNDATION LOCATION - NEW YORK STATE & TOWN CODES HAS,BEEN APPROVED. AS REQUIRED AND CONDITIONS OF } R CER SOUTHOLD TOWN PLANNING BOARD � �k}��`�A�D-ICETIFIEATION ES ' IFLCATE OF OrGf.�F/{^:,;'Y N. . . $t OkPUSED IN Vi,'I',T1..;= WPPLY`SYSTEA11 CAPvN&T �iCE{D 2110 OF 1% LEAL. PLUMBING OCCUPANCY OR - -ALL PLUMBING WASTE ,,t:. ;fu,r&-WATER LINES NEED USE IS UNLAWFUL r. -Tll#1G'_BEFORE COVERING WITHOUT CERTIFICAT"- OF OCCUPANCY TRUSS PLACAROING REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before ELECTRICAL: Backfill,OR Provide Engineer's Certification INSPECTION REQUIRED that the drainage has been Installed to Code. GRCH ARCHITECTURE PC y 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW GRCIiARCHITECTURE.COM (63164-3395 March 12,2018- Town of Southold Building Department 53095 Route 25 Southold, NY 11971 Attn. Ms.AmJnda Nunemaker Re: Harvest Pointe at Cutchogue Models B,B-1,B-2,C and Alternate Elevation Documents Dear Ms. Nunemaker: Please note that where stated on: t Elevations: "Centerline of 2-hour separation wale' Foundation Plart Floor Plans, Roof Plan and Building Sections: "Centerline of 2-hour separation wall per UL#336 Sheet FW2: "2-Hour Firewall separation detail' U ailed is a 2-Hour Firewall in this application. Respectful submitted, �D ARC OgE Gle Iery ',AIA, L ED AP u� Z Pri pal it O N ..._. .__. 1A9 38� T F NE R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE o the Cn 2017 YORK STATE U IFOR CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System F- PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 201 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 2017 NE1M YORK STATE CODE SUPPLEMENT ( 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 UNIFlED SOIL VOLUME W ;••'� 2017 NE�1 YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE floor-ceiling assemblies under the following circumstances: 9 9 P P P 1 SOIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE 2 E bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM POTENTIAL o 2017 NEIk YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOI�N AS THE 2016 NYSECCC, REMISED 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 PATENTIAL EXPANSION U a) a� 2016. EFFECTIVE 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. P P 9 y pp GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 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 LnTLE OR NO FlNES GOOD Low Low Q �� 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than X inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, U 2016 NYSEC (2015 IECC 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: LITTLE OR NO FlNES GOOD Low Low Z ^�^ '' L r_ TITLE 19 NYCRR PARIS 1220 THROUGH 1228, 1240, 1264 AND 1266 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. GltouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, GooD Low Low Q W ` Exce tions: LITTLE OR NO FINES L p rn m SECTION R101 P 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, ~ "�..J � U5 � V E 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 LITTLE OR NO FINES GOOD LOW Low 0 0� V > � m inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW � 'C o R101.2 The rovisions 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 or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW � = N . P .E '-a? Z - ec ion R3 6.4 ub'ect to all of the followin CA 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 S t 1 s 1 9 cc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3y inch. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low L §'� o 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, U Q W N 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 = � �' CD R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GRouP 2 SLIGHT PLASTICITY ` , M w sU ortin a surchar e. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V PP 9 9 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 MEDIUM ��// � GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM LJ. illumination of 6 footcandles (65 lux) over the area of the room at o height of 30 inches above the floor level. Section R317 Protection of Wood and Waod-Based Products Against Decay 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. Z 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 o_ 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 't'' 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. R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 s�Iall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA Ul 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. " y R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8 in bathrooms, toilet rooms & laundry rooms. R317.1.1. Field 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: 6 eet 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 masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or ntinuous across all structural members without thermal brid es other that fasteners and service openings. 2. A shower h tub equipped with a showerhead shall have a ceiling height of not less than f y 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 aces located below rade. Dr i Z Continuous Insulation: Insulating material that is co 9 q p g a nage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be It is installed on the interior or exterior or is integral to anly opaque surface of the building envelope. 30 inches ai the shucts oad. Q 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beamsl girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the 0 finished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according () - located within 1 mile of the coastal mean hi h water line where the ultimate desi n wind s eed s identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ible and laced in a osition to the unified Soil Classification S stem Grou I Soils as detailed in Table R405.1. Windbome Debris Region: Areas within hurricane prone regions g 9 P R 319.1 Addre s g p pp g p p y p � (Vult Is 130 m h or renter. 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 ) P 9 of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed or o erable ane) adjacent to a door shall be considered to be a 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 - Section R406 Foundation Waterproofing and Dompproofing F- 9 1 9 P P 1 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 R301.1.1 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 h la i is less than 60 inches above the floor. p 9 bottom exposed edge of t e g z ng facilitate emer en res arse. Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic wa a 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. Where engineered design is used in conjunction with these standards, the design shall comply with the International Building 9 P y p 9 P y' s aces and floors below rade shall be dam roofed from the hi her of a the to of the footin or b 6 inches below the to of the basement Q Code. 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. p 9 PP 9 ( ) P 9 ( ) P () 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 0 door. Section R321 Elevators and Platform Lifts Q R308.4.6 Glazin adjacent to stairs and ram s. Glazin where the bottom ex osed ed a of the lazin Is less than 36 inches above the lane of the adjacent R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) � /� 9 J P 9 P 9 9 9 P J R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME LL- u J R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. elogh an covere wi h strips of 0 pound asphalt paper or 6 MIL polyethylene to permit water seepage whille avoiding infiltration of fine soils. A17.1 CSA B44. conforming to this code, these elements shall be designed lin accordance with accepted engineering practice. The extent of such design need only / The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavaltion. �/� demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1 Exceptions: Q 1 r J 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 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, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of Section R310 Emergency Escape and Rescue Openings it ' sand structures constructed in whole or in art in flood hazard areas includin A or V Zones and Coastal A Zones as established in foundation. AMI Y HOME & IN EACH TOWNHOUSE UNIT BASEMENT ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND R 322.1 General. Bu ding p g � R301.2.1 I Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind rovisions of this code usin the ultimate desi n wind RESCU O BASEMENTS IN A SINGLE F L ( ) P 9 9 9 p P y P 9 9 P y �. 4 P 9 9 RESCUE OPENING PER SECTION R310. (Egress window & window well) � Table R301.2 1 , and substantial im rovement and restoration of substantial damn a of buildin s and structures in floor hazard areas, shall be desi red R408.4 Crawl s ace access ane) to be min. 18" b 24". 0 enin s throw h erimeter wall shall be not less than 16' b 24". speed in Table R301.2(1) as determined from Figure R301.2'.(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blockin and subfloorin . Blockin for fastenin anel ed es or fixtures shall be a minimum of utili rade luimber. Subfloorin shall be wood opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement, and excludin an unfinished flood-resistant 9 9 9 9 P 9 tY 9 9 TABLE R301.2(1) 9 9 Y structural anels as s ecified in Section 503.2. Flreblockin shall be of an rade lumber. 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 P P 9 Y 9 f• 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 undler wall to allow for piping or vents. GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean II a not less than 9 s uare feet with a horizontal rojection and width of not less than 36 n le 'c stems. lectrical s stems a ui ment nd on 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 FLOOD R310.2.3 Window wells. The horizontal area of the window well sha b q P 1 R 322.1.6 Protection of mechanical, plumbing a d e ctn al sy E y q p a comp ents; heating, ventilating, air conditioning; plumbing O SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual 9 y P P g y P 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 9 P 9 p p TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emer enc esca a and rescue o enin to be full o ened. mason or concrete exce t where su orted b the use of a roved joist hon ers. .� LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp n , 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 attacchment to band or rim joist. 1.._. r•'1 Region Debris window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the 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 permitted by the manufacturer's recomlmendations or as shown on these MODERATE SLIGHT TO 10 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. 0 20 130 NO (B) SEVERE 36' TO HEAVY MODERATE Degrees Yes X 1500 an a roved 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 Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n IO PP 9 9 PP 9 9 P P P Y 9 9 I w e uired elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. 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 be o the r q p y p P professional where required by the statues of the jurisdiction in which the project is to be constructed. R301.2.1.4 Exposure category. the United Soil Classification System, Group I 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 ❑ w 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings infiltration of flood waters into the system in accordance with the plumbing provisions of this code. O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36' clear width. Section R506 Concrete Floors (On Ground) 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 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 R506.1 Concrete slab on grades to be min 3-1/2 inches thick. elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 600 feet from the artiall obstructed area. Includes flat o en count and rassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing P Y P ry 9 R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 3. Exposure D. Flat, unobstructed areas exposed to wind flowing aver 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, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. feet from the unobstructed area. including treads and landings, shall be not less than 31 M inches where a handrail is installed on one side of 27 inches where handrails are provided on 1. Be used solely for parking of vehicles, building access or storage. U Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: &i both sides. according to the United Soil Classification System in accordance with Table R405.1. � e headroom in stairwa s shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured - R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.2 Headroom. Th y R506.2.3 Va or retarder. A 6 mil 0.006 inch of eth lene ora roved va or retarder with joints la ed not less than 6 inches shall be laced between H on the exterior of the enclosure walls. P ( ) P Y Y PP P 1 PP P bearin wall stud hei ht ermitted b Table R602.3 5 . Indivildual 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. 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 9 9 P Y ( ) R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: � provisions, provided that story heights are not exceeded. A,n 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. utility buildings and other unheated accessory structures. U) 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 de th shall be not less than 9 inches er su lement. 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 resist wind loads shall be in accordance with the International Building Code. P P PP flood elevation, each area shall have openings. Z U R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 % inches shall be provided on stairways with solid risers. 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 Section R602 Wood Wall Framing Z 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 W assi ned a fire-resistance ratin in accordance with Section R302.2, Item 1 or 2. The common 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. immediately under each opening. 9 P ( ) 9 ( ) 9 2 R302.2 Townhouses. Common walls separating townhouses shall be g g shall be fastened direct) to framin members and shall confirm to the re uirements of Table R602.3 3. 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 fur stairways shall be continuous for the full length of the flight. sect0'�onnings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this Y g q U 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: installations shall be in accordance with Chapters 34 througih 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. Q 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 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 24� 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 assembly tested in accordance with ASTM E 119 or UL 263. be more than 9 inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE 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 TiABLE R302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION T NTNG (a,b,c,d) TYPE IEXTERIOR 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 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 BETNEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of on operable window opening is located less than 24 inches above the finished floor and greater located. FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOISTS TO TqP PLATE THREE 8D COMMON. TOE NAIL ui � 6 °� WALLS followin R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ N N N ri m N N NOT FIRE-RESISTANCE RATED >_5 feet 9 R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, OVER PARTITIONS o .- N N ri ri co .- co PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened columns and posts. position. Exce tions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 FACE NAIL TABLE R302.1(2) P� ( ) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. THREE 10D EACH FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TiE TO RAFTERS 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. 6. RAFTER OR ROOF TRUSS TO PLATE 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 THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required Section R313, o mezzanine shall not be required to be open to the room in which the mezzanine is located. 7�.�REORS RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FlRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. TWO 16D COMMON. END NAIL WALLS NOT FIRE-RESISTANCE RATED 3 feet Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler.systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Z z Z 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. z z z O z z x 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O ¢ O O g z a assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL j j j w j > o g o R302.2.2 Parapets for townhouses. 13D• 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL w LU of EL 0 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 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 JOINIf) FACE NAIL ASTM E 108 or UL 790 and the roof deckin or sheathin is of noncombustible materials ora roved fire-retardant-treated wood for a distance of 4 feet on' R313.2.1 Desi n and installation. Automatic residential fire s rinkler stems shall be desi ned 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 9 9 PP 9 P sY 9 Section R403 Footings ( ) c` 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 lest R401.4.1 In lieu of a cam tete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, sil sand, cls a sand, silt ravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o P 9 9 P 9 / 9 tY YY Y 9 than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cls a ravel 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 r walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their Y y 9 g yp p p P any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior lower roof. The common wall construction from the lower roof to the underside of the hi her roof deck shall have not less than a 1-hour fire-resistance _ R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL 9 balconies and decks that are constructed of open wood joist construction. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment (� rating. The wall shall be rated for exposure from both sides. } 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL R302.2.4 Structural inde endence. Each individual townhouse shall be structural) inde endent. '� 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment Z W P Y P Section R314 Smoke Alarms R 403.1.4.11 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL W Exceptions: �R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 0 1. Foundations supporting exterior walls or common walls. 1 1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 5. Townhouses se orated b a common wall as rovided in Section R302.2, Item 1 or 2 I R314.1. g 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 n- 5 P Y P I 2034. O m ins ortin columns or edestals are ermitted. R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour i R314.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete foot g Supp g p p 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and -J o fire-resistance rutin where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor ceilin and wall assemblies shall extend to and be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W Y 9 / 9 1. In each sleeping room. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches Into concrete and located in the middle third of v iu tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each se arate slee in area in the immediate vicini of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) Q = Q Exceptions: P P 9 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 - 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bothroom that contains a bathtub or shower. 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. a. All nails are smooth common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing � O lA fire-resistance rating of 1% hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in Z connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter �of 0.192" (20d common nail), Q 13. a location required by Section R314.3. 90 ksi for shank diameters lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank diametters of 0.142" or less. 4 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 + 1. Ionization smoke alarms shall not be installed less than 20 feet 6096 mm horizontal) from a ermonentl Installed cookin a liance. TABLE R404.1.2(1) 9 g (q shall have an equal or greater fire-resistance rating. ( ) y P y 9 PP 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 II - e than 1 3 8 inches thick or 20 minute fire-rated doors a ui ed with aself-closin device. Doors'1 2. Ionization smoke alarms with an 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 0 W R302.5.1 Opening Protection. Honeycomb core steel doors not I ss / q PP 9 ,;I cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ R302.5.2 Duct Penetration. Ducts in the arae and ducts enetratin the walls or ceilin s se ratin the dwellin from the arae shall be constructed of a minimum"'' 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) g 9 P 9 g a 9 9 g 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in accordance with Section R602.3 5 2x4 wall studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of one flloor lus roof ceilin assembl 2x6 �,9 No. 26 gage sheet steel or other approved material and shall not have openings into the garage. q 9 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY ( ) 9 PP P / 9 y' x R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. R314.3, 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 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: L]i r � c� 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 is less than or equal to 130 mph, ~_ V 0 ONE NO. 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 maximium wall hei ht of 18 feet when F- perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 i 9 PP 9 ry 9 9 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY � m 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. i R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at t6 inches on center and 20 feet where spaced at 12 inches on center. z R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla In at corners and intersections with bearin z w R302.6 Garage ceiling: 5/8 type X gypsum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in P P PP P P P PP 9 9 � � � Bilin accordance with UL 2034 and UL 217. W IIs 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 � g v 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 & C g TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement a than 2 inches nominal thickness and have a width not less than the width of the studs. ()r' o o cn finishes shall have a smoke developed index of not greater than 450. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and fi ure R602.6 1 . Notchin & bored hole limitations for (!� R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 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 g 9 9 ( ) g . , ' el fired a liance. 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 ,? U Ar';(�, 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fu 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 X1(1 ;"�"I �/ 1.1 Vertical) at the ceilin and floor levels. 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 / ,T C Y 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. follow manufacturers specifications for engineered products. (figure R602.6.1) �� v , h� L -) 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. 0 Q ham; j �L -,A 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. WALL THICKNESS (INCHES) O a, (?- 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. B 10 12 ;'11�, 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 8 7 NR NR NR .4 ) e,=-w , `, products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. / ° ` ' Y 9 6 5 ® 41 NR NR 4' 11'„'� '}- 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 s 6 ® 41 5 ® 22 NR ns _`- alarm shall be rovided where necessa to assure that no slee in area on such sto is more than 15 feet awn from a carbon monoxide alarm. �? .-_ I 6. Fire blocking of comites of atwo-family dwelling is regluired at the line of dwelling unit separation. P ry P 9 ry y - _...-- �`� R302.11.1 Fireblocking materials. Except as provided in Section R302.11, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. 1. Twa-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than inch. s � i �`- 2. Two thicknesses of 1' nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JO 'NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 0 1 6 0 2 3 5. One half inch gypsum board. W 6. One quarter inch cement based mil r gla. �J NIT 18 UNIT 17 7. Batts or blankets of mineral wool or glass fiber or otheir approved materials installed in such a manner as to be securely retained in place. � SHEET NUMBER W Z MODEL C MODEL C 0 W . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 methods:penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN c Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ULTIMATE DESIGN W MINIMUM NAIL PANELNAILWIND SPEED V ult slob-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 2 o MINIMUM MINIMUM MAXIMUM WALL (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 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 damage, the tank shall be installed in a pan constructed of one of the following: 6' DIA. U m SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED 0 4--J 2 (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY Y PP 9 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Q 0 U RATING (INCHES O.C.) (INCHES O.C.) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. PANTONE (PMS) #187 .. B C D TABLE N1102.1.2 (R402.1.2) Z r- sd Insulation and fenestration Requirements b Component 3. Other approved materials. N C) COMMON 1.75 24/16 7/16 16 6 12 170 140 135 q Y P CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. F- .}.J � in � � R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering u-FACTOR slice R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE Section U101 Scope z EFLECTIVE Z) -r� N Q o practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. - FR 1A � :'_' Cn cv . 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 MARINE ` CO _(- rn 2 Z - R802.11 Rafter or truss uplift force. Section U102 General Definitions Z U m•� 6 0) 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 >✓ x - m not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-3O. 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" 1/4" Q lil M M Span (ft) 12 18 24 28 32 36 42 48 P q q / 9 photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE _ L �' m 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 M 00 Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EMSTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN um board and sum ane) products 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,WITH A STROKE WIDTH OF 1 2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � m R702.3.5.1 Screw fastening. Screws far attaching gyps gyp p p 9 YP YP U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. / �r� Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE v and shall penetrate the wood not less than 5/8 inch. 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 P4 = R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)#187. a_ R702.4 Ceramic Tile. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with Wer areas and wall panels in shower area shall be of materials listed in Table R702.4.2, N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. a total floor area less than or equal to 2,000 square feet 185.8 m2 per dwelling shall have a solar-read zone area of not less than 150 square feet SECTION 1265.4. SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower p q q ( ) P 9 Y q recommendations. 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) 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 THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers recommend (13.94m2). q ( ) TABLE R702.4.2 below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fre Code. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR e., is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UPUTY 40 Backer Board Materials - U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL MATERIAL STANDARD doors N1102.4.2 4.2) Fireplaces. New wood-burning fireplaces shall have tightflue dampers or doors, and outdoor combustion air. Where using tight fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFTTXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR doors on factory-built fireplaces listed and labeled in accordance witt fitting h UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF 11iE 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 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 SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 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 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C NONASSESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C location or main circuit location. OCCUPANCYOF A CERTIFICATE OF COMPLIANCE. 1325 WOOD ROOF TRUSS SPECIFICATIONS: U TABLE R703.8.1 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 SHAM BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. � Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) IDOL 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Of E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet Air Barrier and Insulation Installation F' SIZE OF STEEL ANGLE ]NO STORY ONE STORY Two STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 a.c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be laced in readily accessible locations. ZZ L3x3x1/4 6'-0• a'-6• 3'-0• . P Y D (EQUATION 16-8) THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9 L4x3x1/4 6'-O' V-0• 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. L5x3.5x5/16 10'-0• e'-o' 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + $ (EQUATION 16-10) U GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) 0 L.6x3.5x1/4 14'-0• 9'-6• 7'-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) LJ_ L J BE SEALED. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF C'1r'' a. 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 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. /� c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. Z f fl+. 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 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ (\i DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: 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, 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 TO SUPPORTi PHOTOVOLTAIC CELLS. w 1. Minimum of 4 inches (102 mm) above the earth DESIIGN LOADS: R703.12.2 noshing at foundation. Acorrosion-resistant screed or flashing of a minimum 0.019 Inch 0.48 mm Or 26 gage galvanized Or plastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION g 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR 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) TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75 THE: FOLLOWING LIVE Loaos: ALLOWABLE DEFLECTION 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:: 5 STRUCTURAL MEMBER ALLOWABLE 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 Fire Separation. Polypropylene siding shall not be installed on walls with afire 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) FOLLOWING INFORMATION: CONDITIONED SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. (F�--�� feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS F-- � RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO Rafters having slopes rester than 3:12 L 180 2. LOCATION OF ALL JOINTS. Exception: Walls perpendicular to the line used to determine the fire separation distance. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 9 P 9 O R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall THE DRYWALL 3. REQUIRED BEARING WIDTHS. PP y g P y P PP 9 9 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 FLOOR2S: 40 PSF 4.1. TOP CHORD DEA LOAD . SNOW LOAD. I 11, 1 Y 9 EXTERIO WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior WOIIS and partitions H/180 4.2. TOP CHORD DEAD LOAD. anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. k- P.-I anchored b the use of two 10d nails at eve wood stud spacing. Install flashing and wee holes. The maximum height of the brick veneer above the lintel / Floors and Ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. LLI y every9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. All other structural members L 240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. U HABITABLE ATTIC W FIXED STAIRS: 30 PSF / 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 4.6. CONTROLLING WIND LOADS. 0Exterior walls with luster or stucco finish L 180 - veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A p / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. m CA/1 = 8d common nail. Airspace= Nominal 1' between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be 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 s aced not more than 32" on center horizontal) and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIIC 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 ❑ w P Y Y Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O R703.8.5 Flashingshall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other points of support, C402.4 R402.4.6 Tenant Separation Walls Mandato Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) masonry g p pp ( ) P (Mandatory). p 9 Y 9 P 9 Y 9 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. > �r including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 Lintels supporting masonry veneer L/600 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 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 Includles 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 buiilding footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Uj 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. not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TRUSS SPECIFICATIONS: Q N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION '1605.3 OF THE INTERNATIONAL BUILDING R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE. F'• R802.3 Framing details. Rafters shall be framed not more than 1 X 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 56F (13'C) or up to 85'F(2TC). The thermostat shall All exterior windows and doors shall meet minimum wind pressures U) with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: l-_ 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) Z rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L EQUATION 16-9 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 ( ) P PPY 9 9 PP 9 y 130 MPH ULTIMATE 140 MPH ULTIMATE ( ) 2 p p' ( P P ) PP have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. WINDOW/DOOR SQFTAREA WIND SPEED WIND SPEED D = DEAD LOADL = LIVE LOAD, Z) ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N . . , 1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 (R403.3.1) Insulation (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 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O accepted engineering practices. 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. +17.4 _22.0 +20,24-26.0 TCLL = 40 PSF, TCDL = 10 FST, AND BCDL = 5 PSF 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 onions 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. p P p Y 9 P 100 S.F. +15.5 -19.0 +18.0/-22.0 s ratio exceeding 6 to 1 based on nominal dimensions shall be supported lateral) b 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 DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickne,s g pp Y Y Mechanical Code os amended), 2015 International Residential Code as amended of the New York Cit Constructions Codes, as applicable. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding ( ) ( ) Y PP adjustment coefficient in Table R301.2(3). FOLLOWING INFORMATION: 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. 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 OF ALL JOINTS. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closures stems shall not be required for 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0' and greater. 9 P ( )' y q 4.1. TOP CHORD LIVE 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. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. r r- � � co 4.4. BOTTOM CHORD DEAD LOAD. LTi - - - r- � - - ao N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105F (41'C) or below 55'F (13'C) shall I- ri o cd ai ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ¢ N N N CM ri r N N 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. o N �' ri ri �° co R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACOA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be rovided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G.,. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY p 9 DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE RNG RANGE LOCATED SIZE, SRELATIVE IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 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 �' EACH LVR. LOUVER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 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 MAS R. RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. g g P 9 9 ELEC. ELECTRICAL ANCH. ANCHOR MASONRY inches (762 mm) or greater over an area of not less than 30 square feet (2.Sm2). The vertical height shall be measured from the top of the ceiling ELEV. ELEVATION RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Section N1104 R404 Electrical Power and Li htin Systems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. framing members to the underside of the roof framing members. ( ) 9 9 Y EQ. EQUAL .C. SAWCUT 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 halfwayor other readilyN1104.1 R404.1 Lighting and equipment Mandato Not less than 75 percent of the lams in permanently Installed fighting fixtures shall ARCH. ARCHITECTURAL EQUIP MAX.MOOMAXIMUM 9 P 9 y ( y ) ( ) g g (Mandatory). P P P Y g g ® AT EQUIPMENT MOO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC * ORAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE CO 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. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 66 Z Z Z Cl) X Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 in (762 mm) at some point above the voltage lighting. BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAfTSTOPPING SHALL. BE PROVIDED IN FLOOR-CEIUNG ASSEMBLIES UNDER THE O O O F O O z z W 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: Fn rn V5 g located in attics. Section M1305 liance Access M.O. MASONRY OPENING S.S. STAINLESS STEEL - - a p APP BM BEAM 1 w w w J w w M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. M I X Q� W cr_ of m U USTRUCT. STRUCTURAL Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACTc2 R 902.1 Roofing covering materials. Roof shall be covered with materimEDN. is 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 FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: o 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. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR Q 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 BSMT BASEMENT FP FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N 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 Ion measured CENTER LINE D.C. ON CENTER TOWEL BAR r P P P p p g g pp ( ) g ( ) ( ) 9 Ct F.R. FIRE RATED OPER. OPERATOR T8 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.M.U. CONCRETE MASONRY UNIT FIRM FRAME T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. 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) FF. FOOT / FEET TGS COL. COLUMN FTG OPT. OPTIONAL TOP OF FOUNDATION WALL R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. FOOTING TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND s specifications, to maintain product warranty. Car down front of fascia min 4' M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE A 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 ~ COND. CONDITION OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE TO GOOD PRACTICE FOR Z R 905.1.2 An ice barrier/ water shield shall be installed permanufacturer's p p y Carry ry 9 G GAUGE typical. Apply 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 dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED ( ) W CONT. CONTINUOUS 1 R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with UL2158A Exhaust duct size shall comply with code section M1506. CONST. CONSTRUCTION G•C• GENERAL CONTRACTOR / ONE SHELF TRPL TRIPLE * CL CD I S TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF Al REGISTERED DESIGN PROFESSIONAL. � (� 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 / CTSK. COUNTERSUNK PC POURED CONCRETE * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAIF ADEQUATE TEMPORARY BRACING HAS O m 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. GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE .I C.O. CASED OPENING PBD. PARTICLE BOARD BEEN DESIGNED AND INSTALLED FOR THE INST1LlATION OF THE TRUSSES. � p slopes from two units vertical in 12 units horizontal 2:12 u to four units vertical in 12 units horizontal 4:12 , double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER G L GLUE LAM W Y P ( ) p ( ) PL. PLATE VERT. VERTICAL underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT W W LTi HDWR. HARDWARE PNL. PANEL V.I.F. VERIFY IN FIELD uJ I- R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING PWD. PLYWOOD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 � = Q 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, complyingwith ASTM F 1667, of a length to C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY W WASHER U 8 gage [ ( )] / ( ) 9 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 CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is- 1 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates C.R. HR. HOUR PR. PAIR WD. WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. CD less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. 0 9 4 R 905. 8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. I 0 [�] 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 I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. 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 le of the flashing shall be continuous under the siding. Where anchored mason veneer is DIR. DIRECTION INGR. IN GROUND re In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturer's specifications and / or 9 9 9• masonry G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) INSUL. INSULATION QUAD. QUADRUPLE recommendations. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be DN DOWN 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 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any = provided in accordance with Section R703.7.2.2. DR. DOOR uJ r F� � rake edges of shingle roofs. Adjacent segments of drip edge shall be the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DW I.S. INSIDE CORNER RMS. EFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. _ v W R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and o g g i g p g DISH WASHER ROOMS 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 JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. overlapped not less thari 2 inches (51 mm). Drip edges shall extend not less than ,4 inch (6.4 mm) below the roof sheathing DWG. DRAWING 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 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof KSI KIPS PER SQUARE INCH level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall Z J over th deck h no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z � � U e drip edge along eaves and under the drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent termination clearance. 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar (> o o 0 GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. W Er? ARr, R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and supplier's recommended ` and 4 of this code. the building. R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less ,^ / STRUCTURAL CALC. REFERENCE installation procedures. L .1 t„z ( , 1 '<; than 3 feet above the highest point where the chimney asses through the roof. ® 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 U 1 s� ' `~r� C g P Y P g Section G2439 (614) Clothes Dryer Exhaust XX DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. fes; ` ,j �:4 y G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all XX PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGUILATIONS' , 8 NYCRR 69.5, ENTITLED y '"'� `; ' %� Z Section R11004 Factory-Built Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE " ° ' ?± #. 1. +; �I "SEALS, AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS � R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 614.5 Der exhaust duct ower ventilators. Domestic dryer exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in dryer exhaust ( ) Dryer P ry P ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEW IN ANY WAY. 4 a �.. built fireplaces shall be tested in accordance with UL 127. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. V `< ) `� Cr R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace a O DOOR / HARDWARE TYPE 'x°¢"' system has been specifically tested, listed and labeled for such use in accordance with UL 127. XX XX 1t;j. O R 1006.1 Facto built or mason fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings _ - - BUILDING SECTION f ' ' o �'t, 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 elostome6c material shall be installed XX XX 4f• 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 - internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. r Energy Efficiency >iJB NUMBER 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 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W SHEET NUMBER thickness and installed R-value shall be listed on certification provided by the insulation installer. . . UNIT 18 UNIT 1 7 2 MODEL C (MODEL C CD Z CL "I" 2 co W I I I - COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, W X SIC 4'MIN CONNECT KING 5TUD5 TO TOP PLATE ~ W ATTACM TO EACH PAR ROOF FRAMING WRAP 1-1/4"X22 GA.6ALV.COIL STRAP LU E LU CS-20 X 24"MIN 0i OFPOSN6 RATTERS OVER TOP OF TOP PLATE AND NAIL 2x I P[2xT11 0i ATTA611 TO EAGti PAR CRIPPSUDS 61'GPP051%RAFTERS ROGF RAFTER ROOF 2x AGS LEDGER INTO STUDS LA6 DBL TOP PLATE I6" U PLAN BOLTS B I6"'OG INTO STUDS O � PLAN SIMPSON STRONG-TIE 2X BLOCKING Q U A35 a EVERY RR AT 2 END BAYS 2X4 STUD WALL OR ^ STRONG ° GEILIN6 J015T OR W 5END� M o -TE 1125 TE tlb °° ° TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR a EA. 51HP50N STRONG-TIE H2 SD NAILS SIMPSON STRONG-TIE TYP 8d NAILS TYP RIPEt STRAPS S VLL DE ATTAM TO W PAR O=OPPOSING RAFTERS. ALTERNATE TO RIDGE STRAP, H3 0 EVERY RR RAFTER TO STUD AND KIN65 D ■ OffI IN:W6f STRAPS ARE NOT FT URFP WIfN 66U R TIES CF PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) � U > � � FOR USE wa STUD5 AND USE IN r,"NATION ONLY Hf N 51W N`I� NOMINAL N OR 2X4 LLMn ARE LOCATE)IN Tit IFFIER MW CF THE UPPER THIRD OF THE ATTIC SPACE � E �o ATTIC SPACE ANP ATTAM TO EACH PAR OF RAFTERS W/"d NAL.S W/4 IOd AT FACE RAFTER) G5-22 STRAP AT � -C - 'RAFTER5 A116H `RAFTERS DO NOT ALI6N EACHA STUD,SEE Z U m'5 cII to LSU26 FOR 2x6 LSU2b FOR 2x8,2X10,OR 2x12 DETAIL 4 L' Q(� o M O o m �t FRAMED 0 G = r- w- CO R WI OR � (� ce) 2x4 OR 2xb E OR DOOR m -RI D6E STRAP DETAIL / -RI06E STRAP DETAIL L 28 a EVERYNC TIE 5TUD5® 16"O.C. ('D (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) NOS CAL FTFE r �+ 3 2x AGS LEDGER W/3/8"x5" LA6 GONNEGT1OR5 REQ tl ' NTS. LOCATE AT EVERY RAFTER BOLT® 16" OG INTO STUDS " IN THIS AREA Iso ITsr. N.TS. LOCATE AT / 15NN N STRONG SMP<"STRONG STRAPPING r0 BEI 4/ X L 6A. ilE Lrs -TE hb / 6ALV.,SEE DETAIL 4/016 ALL STRAPPING ` SIhP"6TR" ED NNS rrF S"IOD MAY DE m r Am" / GABLE END WALL TO BEAR A MIN.OF 10"ON Fi2AN11N6. M W OR� , OVTNNS I5 M / PORGH �ROOE= SD NAILS 1YP. / FOR jr WHEN STUDS No USE IN COMBINATION OWY WH�I 5TUD5 AND I O 5 s R>4PP 1110 DATA I L I I DETAIL T ATTIG Z y2,4FT�R5 ALIGN 'RAFTERS DO NOT AL16N N T5. O STRAPPING To RUN ONTO RIM J015T,SEE H DETAIL 41/01(ONE STORY)OR ONTO STUD j AT WALL BELOW(TWO STORY) ROOF RAFTER HURRI GANE TIES �\ • • • • F_ I N.Ts. LOCATED AT EVERY ROOF RAFTER ` ATT I G ' • ' U O ST-RAPP I NO DETAIL SMPS N Po517 W rGQS 4, i2 FOR FRAME GONNEGTI ONS o � M W,6G 5 ENDS DI N.TS. O M5TG48153 2ND FLOOR / STRAPPRE- (2)2x PROVIDE 3"X3/(6"X3" WASHER PLATE AT ALL ANCHOR BOLTS 4-I6d FACE NAILS FROM / `' OR 4x BY HOOD 5ILL PLATES. KING 5TUD INTO HEADER / �� 51MPSONSECUREDPAB OR SB ANCHOR BOLTS MAY BE USED IN LIEU OF / �6LX POST TOP ANGHOR STRAP STMT NALS w END LMTH / rJ THREADED ROD W/WASHER PLATE. AT EVERY GOL.l1MW 6tRf>ER GONPEGTION H/2"LP fight PROVIDE 3'X6'X.036'6ALV.STEEL PLATE W/ I2"Mel i( / EDD CF 5TU2 6-8D NAILS AT CORNER5 AND INTERSECTING F--� (4)RAILS MR IN(� / NAILS PLATE W 12-80 NAILS AT BUTT JOINTS IN STRAI6Hr 5IMP50N L5TA12 STRAP W/ IL"LENGTH ) F� ��S,� � -T~�� WALLS WHERE THERE STAGES PLATE OR HEADER 5-IOD NAILS EACH END AT I I 2X6 KIN&STUDS N.O.N): EACH JACK 5TW CLE L13N IM \ / ~ 24'MINIMUM LAP SPLICE ONE AT SPANS ITP TO b FEET BEA NALS TWO FOR SPANS 6 TO 12 FEET 2 1/g" 5/S"� A301 ROD THREADED b"BOTH ENDS. THREE FOR SPARS 12 TO Ib FEET 2X6 JACK 5TUD5 N.O.N): .� P15TANCE 6F 7/6' ENP LErrbmLLJ BOTTOMS PRE-W 3/4" AND I"ROD AT 5IMP50N 5TEEL STRONG WALL,5EE PLAN5 Ar ALL IN.NAI s TWO AT SPANS FROM b'TO 12 I-- w U"MN IST FLOOR 12-IGD MIN.NAILS ONE AT SPANS<b' w SIMPSON POST BASE ■ THREE AT SPANS>12' TN UNLE55 NOTED OTHERH15E ON PLAN (4)NALS MN M I AESU44 OR ABU66,SEE PLAN 2X3/8 X3 WASHER PL W/NUT EACH 510E Q fz"LEr�m(T`R) 65-22 COIL STRAP I UPPER STORY SHEAR mLn ( l WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAILXTRIOR HALL ❑ W O FLOOR TO FLOOR TIES i BELOW GONNEGTION l ) FOR SET BACK WALLS HDU HOLD-DOHN5 AND 5TRON6 HALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. ��A�=ATEVB2Y STW I `\ FOUNDATION �� In"0 HOOKED ANCHOR BOLT w T' MINIMUM EMBEDMENT OR EXPANSION (3 141 if I f. NOTE. � I \ BOLT W/5'MINIMUM EMBEDMENT N.TS. I`I N.TS. I N.TS. COL STRAPS UVER 611EAD O PRAIVE:bd 6AW (ON x 25"W)NAILS. \ COL STRAPS OVER 91fAMW FRaVIDE:10d(0404 PA x V LONG)MALS. I \\ I Q \ COLUMN POST BOTTOM ANCHOR ` 6 ALLOWABLE HOLES - � ►� LOCATE AT EVERY GOL.UMN/61W>ER GONNEGTION TRar� SD NAIL®b"0/G AT pJ_I_PANEL E06E5 � \ PROMESdAILSTOE WIN IGD NAIL® 24 0/G LVL Headers and Beams Z AS IRM WWW HIP RAFTER IbD NAIL®24"0/G X"05B OR PLYWOOD W 51MP50N HGP HIP SHEATHING and Rc 5EE PLAN INTERIOR 1.3E Tie erStrando Microllam® LVL NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT 4)MALS MIN N CORNER TIE Parallam®PSL 2 x diaimeter of the Q WALL RETURN 15 PROVIDED AT E05 OF I p"LENGTH IN Y3 depth 0 hole zo a largest hole(minimum) BRACED WALL LINE THE 800#HOL.DOI^dN MAY :37- 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH 1-3/4'MIN 7 _ _ _ 51M CS-22 STRAPS PER DETAIL 4 IN LIEU OF I �MPsoN BP wAs �"LEI�m (MN) SD NAIL®6'0/G - - LSTA3b STRAPS 51Tf7FW IN THE DETAIL NAIL 5HFA1HIN6 TO `\` INTERIOR - SILL PLATE W/ed 2X ACa SILL PLATE. DOUBLE ° AT ALL PANEL ED6E5 d NAILS o 4'0/G SILL AT FULL BA5EMENT•5 ° EXTERIOR 6YP5UM BOARD o 0 0 5/8 DIA STEEL ANCHOR J 7'MINIMUM - - - - - 8D NAIL 0 12'OIG AT ALL BOLTS MAX.2'-8'0666 2x b Mr vAt1tY Microllam® LVL and EMBEDMENT EXTEND BOLTS MINT"INTO 65-22 COIL STRAP JACK SITUW r0 RAFM MEMBERS NOT AT PANEL EDGE5 Parallam®PSL FDR WITH 116HTENED NUT s �. allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)2 x b KQ 5MP50N LTP4 PLATE NALEP TO middle Y3 span PROVIDE TERMITE SHIELD SILL soil"GOL sw 15/32"058 OR L5TA36 W/10-I0d NAILS "4 CONTINUOUS BAR SEAL AND MAINTAIN 8"MIN. SIL PLATE RM AND SIL FLATS 0 W 0/C AT WA WTIT� IN51DE CORNER oUT5112E CORNER LOCATED 2'To 6' vrLLEY Hac Wr> Era PLYWOOD SHEATHING d 1.3E TimberStrando LSL allowed hole zone d r r Co INTO STUD ABOVE AND FROM WD TO FINISHED GRADE WL AS RR TA�pLE IV WI'4M PLAN VIEW PLAN VIEW w � � � rr r` � � Co FROM TOP OF WALL BELOW(2 EACH CORNIER) NOTE, I- C6 .- Ta11.X980# General Notes Q (V CV N C7 r N C'1 SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIEXTERIOR ',�I�� O� �/ / /1� Gb N N M n (O M STRAPS OVER SHEATHIN6 PROVIDE:lod COMMON(0.131 x 3'LONG)NAILS. HALL EXTERIOR Gl/I�NLIt HEADEPTH HOLE SIZE ND ' headers d and beams suitable for uniformly loaded Y GORNE�R GO�INEGTORS TYPICAL A1�GHOR BOLT STUD TO RIM JOIST TO SILL PLATE STRAP IPI VER aETFhAILSE VALLEY PLATEHIP GONNEGTION WALL BRAMING 4%" 1" • Round holes only nd 5TOR 5YY. 1Y4' • No holes in cantilevers. �� xrs 18 N.TS. N,r s, 7Y4'W 20" 2" • No holes in headers or beams in plank orientation. 8 LOCATE AT EVERY STUD I I TS• See illustration for Allowed Hole Zone DO NOT cut,notch or drill N.T.S. LOCATED AT EVERY GORIER N.T5. LOCATION AS NOTED N.TS. holes In headers except as indicated in illustrations and tables. co z z z O z z z � w A MINIMUM OF 17"10 BRACED MIIILL LINES(!3�A�IN EACH t71REGT1oN OF A BIIILDINs. BNLS STAT NOT BE 5PAG® BTENP®VW MD WALL 01IMTIfN6 n EXfF� AND W L SFEARM n O o 0 F o o g z a MORE THAN 60 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A BML. BML LOCATIONS ARE NOTE. TO TGP 6r POMP WML r tap-1�I I NOTE: TO TGF 6r FZW WALL r M F5 F5 > w > > a g RIDICATED ON FLOOR PlJANS2 FT MAX PONY WALL I w W W m I U SMPSON Pull FICLPM AT 66-W�P WALED PLACED ON TOP OF HEMADER I I PLACED ON TOP OF HEADER WALL E1'D PANELS(TYPE A).tWJ A5 REQURID A BRACED WALL PANEL(BAP)SHALL BEi61N WI1HM 10 FST OF EACH END OF A BW� THE DISTANCE BETWEEN ADJACENT Vie, AT CRANED WNL PETALS ) AND D. E06E5 OF BWI'5 SHALL NOT BE eREATE�R THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BWP ON EACH BWL EXCEPT AT WALLS<16 FST L.ONS MAY HAVE ONE 48.OR LONGER BWI. BWP5 fd2E TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS8-100 NAL5 AT l7TTIZ (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON FLAN WHERE BNP TYPE5 A I CONTINUOUS TO OUTSIDE OF PATNAAND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENT5 OR ADDITIONAL CONTRIBUTIN6 L.EN6TH OF BHP I5 REQUIRED.BHP TYPES ARF INDICATED ON FLOOR PLANS. 3/8'm THREADED ROD Z Z \ \ CS-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET NOTE:WHERE 24'WIDE MINIMUM FILL HEIGHT THE MINIMUM OF TABLE'R602.105. NAIL I6 KNIHIM WAIL CONTINUOUS IIV4 MIN DEEP HEADER TO CONTINUOUS II'4'MIN DEEP HEADER TO OUT5IDE KIN6 STUD(SEE PLAW < OUTSIDE KING STUD(SEE PLAW < PRS wim WALL RETURN 15 PROVIDED AT ENDS OF 5HIEATHIN6 WITH 8d MAILS a 610/6(EDGES)AND 12'0/6(FIELD)AND PROVIDE 2X ILLI LU G5-W5P BRACED WALL LINE THE 800# BLACKING AT ALL UNSUPPORTED PANE.E06M PROVIDE 600 POUND HOLD" FASTEN J'5HEATHIN6 TO HEADER IN � FASTEN il'SHEATHING 7o HEADER PY N / Z HOLDOWN MAY 13E ELIMINATED. PER DETAIL 14 OR 20 AT ENDS OF BRAC®WALL LINES THAT DO NOT NAVE BD NAILS o 3'O/G IN EACH DIRECTION BD NAILS o 3'0/G IN EACH DIRECTION W r EITHER A 24'MINIMUM FULL HE16W WALL RETURN OR A 46'MINIMUM BWP. 51MP50N LSTA24 STRAP ON BOTH SIDES AND SIMP50N LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PANEL A5 REOV a IL�•1' EACH OF HEADER TO JACK STUD W/16-100 NAILS FACE W/Ib-IOD NAILS0 T TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF C5-W5P / z z 6-114'SDS SCREWS O W m FASTEN TOP PLATE TO HEADER W/2 H FASTEN TOP PLATE TO HEADER W 2 H 1 n CONTINUOUSLY SHEATHED BRACED WALL PANELS ROWS OF 16d NAILS a 3'0/G ROWS of I6d NAILS a 3.0/G WALL MIN PANEL )6E ON PORTAL STRAPS TA SIDES(4 5/TRAPS PER'.PANEL)FROM 006E ON LU Y HALL A11AGENT CLEAR MINIMUM LENGTH OF v V HEIGHT(FT) WIDTH'L' U iii HEIGHT(FT) OPV--.,HEIGHT BRACED WALL PANEL SIMP50N CNH COUPLER NUT PANEL SHALL HAVE A LENGTH'L'OF NOT PANEL SHALL HAVE A LENGTH'L'OF NOT $ 28' Q � T_ Q <64' 24' � LE55 THAN 16'FOR 8 FT WAL1,18'FOR 9 � LE55 THAN 16'FOR ONE STORY AND 24'FOR $ 64'TO 80' 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. 9 32' SIMP50N 5W5B STRON64 ALL 5B Z U 80"To 96' 36'" X PLAN FOR ACTUAL LEJ6TH X SEE PLAN FOR ACTUAL LENGTH l0 34' PANEL,VERIFY PANEL 15 PLUMB (� <64' 2T" GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE _ II 38" 117 �� 4 3/8'm ANCHOR BOLT OR q b4'To 80' 30' 48'MINIMUM IN Le46TH ON BOTH SIDES OF WALL PER TABLE 12 42' NOTE:DETAIL APPLIES TO W ^ �� ADHESIVE ANCHOR 80"TO 96" 41' �Rb02.105. SEC REN 6YPSUM BOARD WITH 6d COOLER NAILS, � (2)JACK 51UD5 MIN.OR PER PLAN � (2)JACK STUDS MIN OR PER PLAN � Q w <64' 30" A9I5'X IX'6YPSUM BD NAILA OR A98'X IV AN NULAR'RIN6ED BOTH ENDS of WAVER NAILS a 760/0(EDGES)AND ro/G(FIELD). BLACKING 15 NOT / U_ - - • 10 TO 8° `1�RED AT UNSUPPORTED PANEL EDGES WI$L PANELS Ai2E 13LOOKINO AT PANEL.WeE5 BLOCKING AT PANEL EDGES N INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRU55 OR FILL *Partial credit for panels 36"to 48" Wlde per R602.I052 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KIN6 STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL FD6E5 "L° EQUAL TO w U TYPICAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWDKIN65T11D5 or > I2" FASTEN 7/16'SHEATHING 70 EACH STUD FASTEN T/Ib'SHEATHIM6 TO EACH STUD H GYPSUM BOARD "GB" -TYPE B AND SILL W/8D COMMON NAILS 0 V O/G AND SILL IN BD COMMON NAaL5 0 3'0/6 c� C m FRAMED FLOOR A STUCTURAL PANEL "CS-WISP" -TYPE A B FASTEN in6'SHEATININ67o 5nm z z NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS 0 4'0/G w [� PORTAL DETAIL"A'ONLY APPLIES SIMP50N HIDIS HOLD"W/14-1/4'505 51415ON HIM HOLD"W/6-1/4" Z � � U TO 2 FT TO 18 FT WIDE OPENINGS. SCREWS IN DOUBLE END STUD 505 5CPEW5 IF NO FLOOR ABOVE. TABLE 602.10.3(1)BRACING REQUIREN'ENT5 BASED ON I4OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HOU4 HOLD"IN IO-114'505 � � U CO PANEL TO 517 DIRECTLY ON TOP OF 40'R � / 2-1/2'0 ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABODE. CONIGRETE FOUNDATION WALL Q O 4 (`:.,' WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,I D FOOT REQUIRED LENGTH P WALL BRACING. / W /:/x G 5IdP5ON DTT1Z I10.1i0AM AT 64-W DRAGED WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2'xs.{b'PL WA51� I!2'�ANGINOR OR EXPANSION BOLT RT �: C� ADJU5TI-ENT STORY CONDITION ADJU5TMENT F WALL END PANELS(TYPE A)tW AS REQURED BASED ON SUPPORTING FACTOR - OVER 2-1/2'm ANCHOR OR EXPANNON BOLT I AT DRAG® WALL PETALS G AND D. CONT #4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE #3 TIE STORY BWL 5PAGIN6 METHOD 65 FOUNDATION FOUNDATION 'u ® 5HEATHIN6 EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION ,( �Z EXPOSURE CATEGORY ONE STORY D 15 s #4 BAR GOVT IN TOP AND BOTTOM ® S TLD NAILS AT 11TTIZ TOP 10 25 5.5 PAB5-IS ANCHOR BOLT OR/e THREADED OF CONCRETE FOUNDATION 51MP50N SB7/SX24 OR PART-18 ANCHOR EXPOSURE CATEGORY TWO STORY G 1.3 ® TOP 20' S.0' 10.0' EXPOSURE CATEGORY TWO STORY D 1.6 EXTEND WALL 5HEATHI%OVER RIM J015T ROD W/WASHER PLATE,` DETAIL ISADI PAB5-18 ANCHOR BOLT OR Na'THREADED BOLT OR Ye"THREADED TROD, SEE DETAIL 15/DIr>,�` OVER ROD IN WASHER PLATE,SEE DETAIL 15/01 ,-cry+:.. Y ` ® TOP 30' 7°' I45i ROOF SAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL l3)6E FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 16 FT WIDE OPENIN65. r{ 55 ROOF EAVE TO RIDGE ROOF ONLY 20 FT 1.6 FLOOR PANEL HA5 CONTRIBUTING LENGTH OF 48"TOWARDS R602.10.3N MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 40' 9.0' 18 5' ROOF SAYE TO RIDGE ROOF+I FLOOR 15 FT 1.15 51MP50N STRONG WAIL REQUIRES EN611�RED DE516N TO F' ; REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE GONTRIBUTIN6 LENGTH OF 48'TOWARDS R602.103(U MINIMUM LENGTH `. ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 �ON MT FLOOR APFLICATT014 ONLY. REQUIREMENT5 FOR BRACED WALL PANELS A7 BRACED WALL LINES. TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR TOP 50' 11.0' 23.0' ROOF SAVE TO RIDGE ROOF+2 FLOOR 15 FT LI ACTUAL HORIZONTAL DE516tN WIND LOAD AND CONDITION "-- ... . ..... ....... . . .. ............... .... I I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP JOB NUMBER TOP 60' 13.0' 2765' WALL HEIGHT ANY STORY a FT o.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL ADHE ANCHOR BOLT OR : WALL HEIGHT ANY STORY 9 FT 0.95 2016023 . ADHE51vE ANCHOR BorroM of 2 10 5.0 10.5 WALL HEIGHT ANY STORY 11 FT 1605 C FRAME "CS-PF" DETAIL - TYPE C D "FIFE" DETAIL - TYPED E DETAIL - TYPE E DET �L - �PEENBOTTOM OF 2 20' 9.0' 19.0' WALL HEIGHT ANY STORY 12 FT I.I NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TOGINEERED METHOD W of O .•a: a 'A .. NUMBER OF EIVL PER PLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30' 13.0' 7765' NRHBBR OF 6WL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER , NINBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTTOM OF 2 11.01 36.01 WALL PANEL DETAILS GYP BD FINISH OMITED FROM INSIDE FACE OF BWP 1.4 r2__I�BRACED HOLD01�11� DETAIL ATSLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GS AN ONLY UNIT 18 (MODEL C) UNIT 17 (MODEL C) 2O N.TS. BOTTOM OF 2 b0' 25.0' 525' GYP IE FASTENING ANY STORY 4"0/G O.? p_I NOT TO SCALE APPLIES TO METHOD 6B ONLY D IW Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED lIl 12 C A A C z (� t C-7 C-6 4'-0" 4'-0" C-6 C-7 I q LINE OF ROOF le 1W TRU55 BEYOND RIDGE VENT MO VENTING) (NO VENTING) R106E VENT U a��i O I Z V (3) 2x8 P.T.GIRDER ATGHED AREA INDICATES _ O L BEYOND OGATION OF FIRE RATED ROOF d wAl I SHEATHING,4'-0'FROM ' 4--d � � NTER OF FIREWALL-EACH SIDE U •� U > e- a' 1x8 FASCIA BOARD o N y GUTTERS d LEADERS GUTTERS d LEADERS (n !E Z ALL 6UTTER5 4 LEADER5 SHALL BE BAKED ALL GUTTERS LEADERS SHALL BE BAKED = WHITE ALUMINUM .032 MIN.6AU6E,GUTTER5 12 12 " U Q o Ei ca v SHALL BE 5"5EAMLE55,0.6.5TYLE W/ALL L a� - rn WHITE ALUMINUM.032"MIN.GAUGE 6UTTER5 w c`i SIMPSON LU528-3 FACE q Q SHALL BE 5 SEAIMLE55,O.G.STYLE W/ALL ❑ = r � RELATED 3 REQUIRED ACCESSORIES. LEADERS RELATED d REQUIRED AGGE55ORIE5. LEADERS ^ MOUNT HANGER SHALL BE MIN.2"x3" U21"GAUGE WI CLIPS - - SHALL BE MIN.2"x3'" 021"GAUGE W/CLIPS d M r R' - - '' N 12 (3) 2x12 P.T. GIRDER BEYOND ANCHORS. CAULK d SEAL ALL JOINTS. PITCH ANCHORS. CAULK d SEAL ALL JOINTS. PITCH 12 Q6UTTER5 MIN. 1/8"/FT.PROVIDE P.Y.G. a -� a 6UTTER5 MIN. 1/8"/FT.PROVIDE P.V.G. (D m RECEPTORS 8"ABOVE GRADE TO RECEIVE - - - - l �, RECEPTORS 8"ABOVE GRADE TO RECEIVE a r ! I!I! Ix AZEK TRIM BOARD OVER LEADERS(CLOSED GAP DESIGN). - T / -_ LEADERS(CLOSED GAP DE516W. �� nlrNln I-0' 61RDER5(TYP) - - - - - - uutur+ OH. i \ 51MP50N BG52-3/6 P05T 6"HIGH BLIND 12 12 / 12 - - 12 6"HIGH BLIND GAP ANCHOR FLASHING G / Q / \ I q FLASHING 0 10 5QUARE HB4G PERMA GAST _ I / / - = Z COLUMN #46382 W/SQUARE 4 w - i FLAT GAP $ BASE (OR EQUAL) - - T- w O 4 J�t oz CORNER COLUMN TO BE PROVIDED W/SPLIT KIT - _ _ - - - _ �_ _,_-. _, _-�- I I DINING ROOM _ _ _ / - _ ___ _ � _ _ � �� DINING ROOM � bxb P.T. P05T WITH 51MP50N PLATE HT. I,_o„ OH. _ H I'-0" PLATE HT. ABUbb P05T BASE (TYP - ALL OH' I OH. di 511 COLUMNS) CLOSET _ I I OH [A I I I I ED 0 OH ^ _ GL_OSET U PLATE HT. 1 I I'-O" .// i. FM I' dk v" 11 PLATE HT. OH. _ // / _ _ OH. 1 1 LL Ln II 1 II � II II TVP. REAR COV. PORCH DETAIL I J _ [ALI / l _Z I F-1Lj Fi-n l 111 1 1\11--I _ o Mm 3/4"=V-0" 4 to AZEK - I I Iii] , 10 El�q FRIEZE BD. i i o N N o i i cz FRIEZE iBDT Ixl2 AZEK / / _ _ I I Ixl2 AZEK TRIM i i J ' i i TRIM COLUMN® COVE i i / @ COVERED PORCH BEYOND I I - - - t I ORG BEYOND II _ _ Tl - FIN. 1ST FLOOR i i _ _ , / IN I T L 0 I I FIN. 15T FLOOR 74-7 4-4 - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I-' W I I I I I 1x4 AZEK I I I I I I � I I I I SOFFIT I TRIM ALL I I soFFlr I I I I o I I I I t I 51DE5 I I I I c-1.1 I i I c-1.1 I I I I ❑ w 0 UNIT 18 li UNIT 17 i I I I I I I I I MODEL (FESCUE), I MODEL (FESCUE) I I I I I I I I I I I I I I I I I I I I I I BA5EMENT _ _ _ _ _ _ - _ _ BASEMENT BA5EMENT Q 1--- - =- - -- - - - - - - - - - - - - _- - _- - - - _- - - - - - - - - - - - _ - - _ - - _ - - - - - - - - - - >-� - - - - - - - - - - - - - - - -I�- - = _ _ - - cn - - -I- - - L - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - -I- - - -ll- - -I- - J U t CENTER LINE OF w C A 2 HOUR FIRE RATED A C FRONT ELEVATION D C-7 C-6 RESISTANCE WALL C-6 C-7 U ASSEMBLY „ _ , I/4 - I -0 0 C A A C C-7 C-6 4._0., 4._0.. C-6 C-7 RIDGE VENT (NO VENTING) (NO VENTING) RIDGE VENT TYPICAL.ROOFING: TYPICAL ROOFING: ARCHITECTURAL 5HIIN6LE5 15# ARCHITECTURAL SHINGLES 15# FELT UNDEIRLAYMENT ( FELT UNDERLAYMENT 5/8" PLYWOOD 5HEATHIN6 ' ' ' o N N N M M (p N M 5/8" PLYWOOD SHEATHING HARDIPLANK HORIZONTAL CLAP SIDING HARDIPLANK i''�' HORIZONTAL CLAP SIDING b"AZEK TRIM BOARD .T b"AZEK TRIM BOARD 12 12 z z z o z z z cn w I"x 8"AZEK RAKE BD W/ o o o p o o z I"x 8'AZEK RAKE BD W/ q G I"x 3" AZEK TRIM(TYP) > > > w > > g g D I"x 3"AZEK TRIM(TYP) 12 1= 12 w w w w w n 6"DIA6.AZEK \ 12 // TRIM BOARD N TRIM BOARD \ 12 Q G o 6"HIGH SLID - 6"HIGH BLIND FLASHING ALIGN ALIGN FLASHING - - - - - - - - - - - - - FASCIAS , FA5GIA5 _ - - - - - — _ -- 2015 IRG- 62427.8 (503.8) VENTING 5Y5TEM TERMINATION LOCATION: z 6REAT ROOM _ _ _ _ GREAT R_o0M THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN W171 Irl - CI� PLATE HT. /, I-0 -- J111111 I-0 PLATE HT. INPUT OF IOp00 BTU PER HOUR(3KW)OR LE55 SHALL BE U I,-oi, 1111111 _-- _ Itltlll - ----JlIlltl ,-o„ INIlINI _-- IlINIlL_ OR LOCATED AT LEAST b' FROM ANY AIR OPENING INTO A O m OH. BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 -j O o - i i i i i ( BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE � F-•i Y G-I i i i i i I I I I I I G-I INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND W W w W I I I I I I [� I I I I I I AN APPLIANCE WITH AN INPUT OVER 50p00 BTU PER HOUR D L v o I I I I I I I I I I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Z I I I I l rr - I I I I I I = i i T164- BL WI TH i i i I6'- " IBL WI TH i i = CLEARANCE.THE BOTTOM OF TME VENT TERMINAL AND THE AIR CD O 4 JIF 71INTAKE SHALL BE LOCATED AT(LEAST 12 ABOVE GRADE. Cn I I I W 11 I 1 Q Q I I I I = I I I I I I I 2015 IRG- R3I2.2.1 ❑ w 6'AZEK TRIM---- I I I i i i i i i b"AZEK TRIM IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN w I I I I I I OPERABLE WIDOW OPENING 15 LOCATED LE55 THAN 24 � � ALL SIDES I I I I _ - I I I ALL SIDES I- 1I I I I I - __ I I I I I I ABOVE THE FINISHED FLOOR AND GREATER THAN 12 ABOVE � E- _- -' i i i i i i THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE c� m I I I IIIIIIIII / _ _ I I I EXTERIOR OF THE BUILDING,THE OPERABLE WIDOW SHALL z w FIN. 15T FLOOR i i i i I I I I _FIN. 1ST FLOOR „ COMPLY WITH ONE OF THE FOLLOWING: ELEV +Ob" i / // ELEV.+0-0 * OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE z Ir �� -SII I POSITION. W lG I Illi II IIII I I I IIII II (IIII I I * FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2090 �, ��T C bxb P.T.P05T WITH 51MP50N I (III II IIII I I I I IIII II (IIII I bxb P.T.P05T WITH 51MP50N I �� O� 5052-3/6 P05T GAP ANCHOR d I I I (III II IIII 6 AZEK TRIM i III II 111 I I BG52-3/6 P05T GAP ANCHOR E (THE WIDOW OPENING CONTROL DEVICE AFTER OPERATION TO U Al, L I (III II IIII I 6" AZEK TRIM ( ALL SIDES I II II II I I RELEASE THE CONTROL DEVICE:ALLOWIN6 THE WINDOW TO to .s 51MP50N ABUbb P05T BASE(TVP- IIS I ALL SIDES I I SII II III 51MP50N ABU66 P05T BASE(TVP- FULLY I ALL COLUMNS) I I ( ALL COLUMNS) I , I II�i EC IIII I ISI EGRE55 III I I AREA OF THE WI DLM UNITSHALL NOT TOTTO L.E55ETHAN 5.1 SQUARE NET CLEAR (FEET. IIII WINDOW( III I I I I IIII HINDON IIII I I I 4 I ILL== IJ Q L===�L==JJ1 I Q 1n Q a� I 10 SQUARE HBBG PERMA GA5T I I I I I __ __IJ I I q q LI---____-_IJ cO I LI___ I O SQUARE HB d G DERMA CAST I a� UMN #416382 W/SQUARE COLUMN #46382 NV SQUARE FLAT GAP d BASE (OR EQUAL) FDI I I I I I FDI FLAT GAP 4 BASE (OR EQUAL) I ❑ - CORNER COLUMN TO BE - CORNER COLUMN TO BE PROVIDED W/SPLIT KIT I PROVIDED W/SPLIT KIT ( BASEMENT _ _ _ _ _ _ _ _ _ _ _ - B EMENT - - _ - _ _ _ - _ _ _ _ _ BA5EMENT B NUMBER �1- - - - - - - - - - - - - - - - - - -r�- - - - - - - - - - - - - - - - - - - � - - - - - - - - - -- - - - -t - - - - - - - - - - - - - - - - - -�- - - -- - - - - - - - - - - - - -L - - - - - - - - - r - - - - - - - - - - - - - - - - - T 1 L - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - _ _ _ � L_ - - - - - - - - - - - - - - - - - -L - _ _ - - - _ __ - - - - - - - - - - - - - - - - - _ - - _ _ J w 2016023 UNIT 18 UNIT 18 UNIT 17 DUET CLUSTER =0 SHEET NUMBER UNIT 17 C A CENTER LINE OF A C ` / �I � C-7 C-6 2 HOUR FIRE RATED C_g C_7 -REAR ELEVATION-ATI ON z MODEL C (FESCUE) RE5'15 ANGE WALL MODEL C (FESCUE) 1/411 = I�-o° ELEVATIONS- (D (MODEL Q (MODEL C) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED c/) ^ ' b"HIGH BLIND B z �'/ FLA5HING C-6 L E q" (R-30)BATTS +b"(R-Iq) b" (R-Iq) BA-TeU a LINE OF ROOF l BAITS MBINED INSULATION CONTINUOUS VE O C ) 9 12 VALUE F R-4q) 0 V BEYOND® MA5TER / 12 z �../ w BEDROOM —I U 4 s R5O .}� coo RIDGE VENT = V c N +s 1 RIDGE VENT 12 2"x 6"NAILER-LAB N r X12 BOLT TO VERT 5TU vyiz _ W/ ° DIA X b"L BOLTS z V 'E "' INSTALL ICE d WATER SHIELD O L- x o ch c PER MANUFACTURERS o N SPECIFICATIONS TO MAINTAIN T - - „ ❑ M - co PRODUCT WARRANTY RIDGE VENT - - - - - ----- - U 12 LINE OF DORMER 2"x 6"RR® I6' I I NOTE: - �- BEDROOM#3 I I q" (R-30) BATT5 a APPLY ICE d WATER SHIELD IN � WALLS BEYOND® � FAIR WEATHER WHEN THE AIR, - 6" ROOF DECK AND MEMBRANE 19'i Hilt Q2 - "x 4 ARE AT TEMPERATURES OF - EXPOSED LOW 6DR 12 2 SOFFIT BM5 OH. 40°F(50G)OR HIGHER. =LINE OF ROOF q ® Ib OG FLUSH ROOFS Ix5 FASCIA BD. BEYOND®GARAGE I I 5"AZEK FRIEZE BD. -' I I zz GREAT ROOM _ DIN A _ _ BEDI_ #2 WINDOW HEADER PER PLAN PLATE HT. Irmrl uuirl 1 PLATE PLATE HT. j TRANSOM WINDOW 1' 4 .� lo"AZEK BEDROOM #2 OH. l i I � 2'-0' FRIEZE BD. I I O OR _ I l� 2"x8" ® Ib" OG FOR SEAT U 1 1 I I $ O I Y FOAM LL 10" SQUARE H6$6 PERMA f 11 ( �I I i i i i \ u III EXTERIOR WALL I I N5ULATDION TO CCELL OMPLETE Y 1- U G-I I I y Q I I I I DOUBLE-HUNG WINDOW CAST COLUMN#46382 W/ ---��_._ o I I I III I I El Lj ' I ' ' � _ -HTYVEK OR EQUALGLE SIDING o I I FILL SEAT CAVITY p SQUARE PLAT GAP d I I I l/16"05135HEATHING " " I I BASE (OR EQUAL) - '_� �, I I � o (2)2 x8 ® END W/A35 ' I i i i i n _ -2xb WOOD STUDS® Ib"O.G. 51MP50N CONNEGTOR CORNER COLUMN TO BE -_ I I b"R-21 BAT TS PROVIDED W/SPLIT KIT I I I 4 51MP50N H2-5A CONNECTORS w I"x 12" AZEK TRIM INNNNNNNNNNI GYP BDENNNNNNNNNI I I - I I I I FIN. 15T FLOORJ OR i i _ -1=� - 1 -- -�: I I I I _ _ FIN. 1ST FLO - _1._i- -.--_ _ - - " 0 3/4" TdG 05135UBFLOOR- ELEY. +0-0 ELEV.+D-0 GLUED d SCREWED-RUN f� 1/16" 056 5HEATHIN6 c" AT EXTERIOR BETWEEN PLATES O I J I I I I bxb P.T.POST WITH I I 10" 5QUARE FIB+d6 PERMA I I I'-6" AT EXTERIOR WALL 51MP50N BG52-3/6 P05T I I GA5T COLUMN#46382 VV I I 2X12 FLOOR w I I I I I GAP ANCHOR d 51MP50N I I 5QUARE FLAT GAP d I I - - - JOISTS® 16"OG. w ABU6b P05T 5A5E(TYP WALL® 6ARA6E ^ - - - - cn WALL® GARAGE I I BASE (ORE f� - I ( FIRST FLOOR LINE T I BEYOND I I I I -ALL COLUMNS) CORNER GO h'ltili TO BE BEYOND _ _ _ _ _ _ �_ o FDI I I I I i I I PROVIDED I SPLIT KIT m (� I I I I ,. , ❑ �..T..� 0 I I I I I I I I I I � • •• I I I I I I I I I I �' •' . . • I I I I I I I I I UNFINISHED �.. BASEMENT BASEMENT BA5EMENT U - - - - - - - - - - - - -,-1 - - - - _ - - - - - - L - - - - - - - -�I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - I- - - - - - - - - - - - - -L - - - - - - L - - - - - - - L - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - --L - - - - - - - - - - - - - - - - -1- - - - - - - -L - - - - - - - - - -� - - - - - - - - - - - -- z U LEFT END ELEVATION2 z FD-I (R-13)CLOSED DELL SPRAY FOAM INSUL 11J )B--� ALONG IN51DE FACE OF FIND.WALL5-FULL HT I/4° = I'-0" C-6 OR DRAPED BLANKET INSULATION U O UNIT 18 1 DEL C (FESCUE) B 6" HIGH BUND MO C-6 FLASHING BEDROOM #2 BAY DETAIL 12 LINE OF ROOF 4 BEYOND® MASTER `r w 00 / BEDROOM ri o co of RIDGE VENT // N N co M f0 M ASPHALT ROOF SHINGLES Q N N N cM r` N N 12 RIDGE VENT 12(— / INSTALL ICE d WATER SHIELD Pl YwooD SHEArFIIt� PER MANUFACTURERS / 5PEGIFIGATION5 TO MAINTAIN PRODUCT WAIRRANTY / RIDGE VENTkz 15�ROOFING FELT PAPER / NOTE: LINE OF DORMER APPLY ICE d WATER SHIELD IN WALLS BEYOND® _ 7 IMANITACTWERS NSTALL ICE d WATER SHIELD PER FAIR WEATHER WHEN THE AIR, - ' MAINTAIN PRODUCT WARRANTY. / ROOF FRAMING 0 0 0 0 0 0 g C/) a BEDROOM#3 _ ROOF DECK AND MEMBRANE - -- _ CARRY DONM FRONT OF FASCIA- /, > > > w > > n g ARE AT TEMPERATURES OF T �� MIN 4"TYPIGAL / W W W w W m U U _.�- 40°F(5°G)OR HIGHER. q 1� LINE OF ROOF EXPOSED LOW GDR - 0.40 AUHIM DRIP EDGE EYOND 0 GARA6E Ix8 FA5GIA BD. FLUSH ROOFS - GAP �C 8"AZEK -r - GUTTER / p FRIEZE BD. •�.� — - - -1-'-•--�-'i�l- -- — _ _-moi"-� -- i---�----'`_- --i--• _-- -_—,+,--_,�,�-��-t_�.J.---��.i.�_ -�•._=- --i-�-- BEDRM#2 - _ N AREA _ _ _ LGREAT ROOM / ATE HT. Inns I PLATE T. PLATE HT. rmn 11 if I I FROZE BD. - I I I I " I I I I1= i I ' 2015 IRC- 62427.8 503.8 0 ' ' ' H )11 11 Ill 11 1 1 I _I -, �'z_ �' ' — Ii �-+ ( ) 1,,_, I I p U m CH. I I � I i I=I � -- I, � �. I I VENTING 5Y5TEM TERMINATION LOCATION: \ i i i I ;i- O o THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN I IEli ILI 11 w w INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE -' i i !_j 10" SQUARE HBd6 PERMA I I E u1 w �- LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A \ I I I _ I I APPLY IG WATER SHIELD IN W BUILDING AND SUCH AN APPLIANCE WITH AN INPUT OVER IOpoo 0 I _ I I I -- GA5T COLUMN #46382 IN , I G-I FAIR WEATHER ^ o BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE - _ _ I I o t V I I MEMBRANE ARE AT C_5 {� 2 III I I �� SQUARE FLAT GAP d I I WHEN THE AIR,ROOF DECK AND z = I I I I I 'i'l BASE (OR EQUAL) - I I TEMPERAlURE5 OF 40°F(5'G)OR 4 INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND - o �; I I t U) I I d' l.� CORNER COLUMN TO BE I I HIGHER w O �� AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION I I I I -I I;- I I zt p W PROVIDED W/SPLIT KIT CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR - I I I I I I +:� _ ._.-=',1; FASCIA BOARD 'AZEK 5OFFIT ❑ r T , INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. F.L.r I I I 1 i_ i_�:.d ;.moi ;.__ .1, I I BOARD W/2"DONT. I I !�r',I -��. �� 1 I I VENTING OR VENTED = 41. 1- 1 11 ill 2- -f. � :- .; 1{ I FIN. IST FLOOR VINYL SOFFIT w I I I I -�. f =i-- — 1 FIN. 15T FLOOR I I I I _ _ _ 2015 I RG- 8312.2.1 co FlEy.+o'-0" IN DWELLING UNITS,WHERE THE TOP OF THE 51H OF AN - - - - - - Z DETAIL Z z J OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 24" EXTERIOR WALL I I 10" SQUARE I-16d6 PERMA I I 6x6 P.T.P05T WITH I I I I I Z � � U ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE -HARDIPLANK 5HIN6LE 51DIN6 I I CAST GOLU"N#46382 Wl I I SIMPSON BG52-3/6 P05T I I I I O o o w THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE -TYVEK OR EQUAL 5QUARE F T GAP d GAP ANCHOR d 51MP50N „ . � I I I I I I I � EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 5HALL -l/Ib"05B 5HEATHING BASE (ORE AL) - ABUbb P05T BASE(TYP WALL ® GARAGE SCALE: 1 1 2�� = 1'-0" C 1 1 w L AR COMPLY WITH ONE OF THE FOLLOWING: -2xb WOOD STUDS® 16"O.G. I I I I -ALL COLUMNS) I ( I I BEYOND I l � CORNER GO UMN TO BE ■ *OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE o -6" R-21 BATTS I PROVIDED SPLIT KIT I I I I I I I FDI o USE. � -� TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED L\ POSITION. ' 'FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 WALL® GARAGE I i I I I I I I I I i'"'� ?�'�2 '►z (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO BEYOND uj RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO I I ( I I I FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING I I I I I I I I I I BASEMENT �P U C) AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. BASEMENT - - t - - - - - I- - - - - - - - - - - - - - - - - - L - - - - - - - - - -L - - - - - - -L - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - ---1 - - - - - - - -1 - - - - - - -L - - - - - - - - - - - - -� - .._✓....... J6B NUMBER R 16HT END ELEVATION ll w2016023 B 1/411 - I -0 SHEET NUMBER C-6 UNIT 17 UNIT 18 UNIT 17. DUET CLUSTER fN MODEL C (FESCUE) � - (MODEL Q (MODEL C) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED cn LINE OF REAR H CHEEK WALL® UNIT Il z �'1 W II'-2" 14'-2" ( 14'-b" II'-2" 13'-0" 0 U o Z L A C — — — — L O (� � y U ,~ i=' ami o� r-� U > — a) po +-" N cv� .� h°'Z - 8" 12'-10" an 10'.0" 4'-11" 4'-4" M.O. 4'-11" 5'-3" 4'-4"M.O. 4'-II" 10'-0" 8" 12'-l0" ( S" Z U co O L— X M OLu 0 o UNEXGAV. I . x U = S CD 4 P.G.5LAB WITH bxb, ❑ U U co 10/10 W.W.M.OR FIBERME5H. I cin -o UNEXGAV. o FDI o — — FDI 2 MIN.3500 P51 GONG. I CO 4"P.G.5LAB WITH bxb, _ 10/10 W.W.M.OR FIBERME5H. I I FD1 I = MIN.3500 P51 GONG. I r -, I ( a �+ 2 HD o FD, I — — r ,,. HD I ------, I WINDOW �Yj�, 4 � _ o -- -- ----- HD ,h rq a HD 4 I EGRESS HD 2x12 FLOOR JOISTS ( Z 1 FDI WINDOW 0 2"x IOn O O I 8 o UN LAB SEAT V -4 2x12 FLOOR JOISTS m ' " H J - `r I 4"WIDE J015T - -- 2"x 10' a O ® I6"O.G. - - - _ �l HD H SLAB SEAT SEAT.T.O.SEAT b FD I ELEV= (-)I'-I�" r_ o a Z HD 4"WIDE J015T J o J 2"P.G.FOUNDATION WALL OU SEAT.T.O.SEAT 2 Q Q ELEV= (-R-I " I — — I 14-8 q-4 FDI 13-2 WITH 12" PROOFIN I ON 2'-0" O — / I 24 x 12 P G.FOOTING 10 ° Ln 12"P.G.FOUNDATION WALL I Q O O M WITH DAMPROOFIN6 ON 4 I 10"P.G.FOUNDATION 3 "DIA STEEL COLUMN '- DIRECT VENT HEATING EQUIP. J ^I 2'_O" II 10" 24'x 12"P.G.FOOTING 13'-2" I FDI q'-4" 14'-8" I'-0" WALL WITH DAMPROOFIN6 "_ „ - ( ON 20"x 10"P.G.FOOTING I F ON r0TV DI N; APPLIANCES SHALL BE INSTALLAPPLIANGE GE HD ❑ L1 10"P.G.FOUNDATION ( / -T.O W.ELEV. = O'-0" I I ��j _�I I WITH THE CLEARANCES FR M • DIRECT VENT HEATING EQUIP. '- 3�"DIA STEEL COLUMN I WALL WITH DAMPROOFIN6 I ( UNFINIl51-fED BASEMENT UNPROTECTED COMBUSTIBLE DE w HD ALLIANCES SHALL BE INSTALLED FT61(UIANCE CLEARANGE VoO.N)FPvx 117 PG }� ON 20"x 10"P.G.FOOTING I MXTERIALS AS INDICATED ON T'E J015T SEAT. �•• •� FILING HT. {i n -T.O.W.ELEV. = 0'-0" *(R-13)CLOSED GEL AM 5UL L_ J APPLIANCE LABEL AND IN TOW.ELEV= (-)I-I 4' WIDE WI H THE CLEARANCES F1aOM �_ I I ( I ALONG IN51DE FAGS FND. 5- LL MANUFACTURERS INSTALLATIQN J015T SEAT. UNPROTECTED GOMI3U5TI5LE UNFIINI D 13 MENT -� oo HT OR DRAPED INSULAr1oN INSTRUGTIOI�S J_ �...i M T1 RIALS A5 FI AN TFJ7 THE THE *8'-0'GEI I ( I ALL EXP05ED HOT ITER PIPIN AWS/OR TOW.ELEV= ()I'-I " AIANGE LABEL AND IN THE L —I HEATING DUCT5 TO INSULA D A5 PER *(R-I )GL, EL SPRAY FOAM INSUI_ MANUFACTURERS INSTALLATION ALOt I FO.WALL5-FULL N.YS.CODE. o o PROVIDE FRESH AIR INTA r- D TO MEGH EQUIP PER GO • IN TRUGTION5. HT ORD INSULATION o0 00 ( I I HOT_ TER PIPING AND/0 I 2x12 FLOOR JOISTS 2xi�FLOOR -t,Si I 2x12 FLOOR J0I5T5 HO HEATIN(5 T55 TO>3E INSULATED A5 PER -I I „ „ " W Fr"1 OVIDE FRESH AIR INTAKE p o NYS CODE I I ( ® I6 O.G. ---� ® I6 O.G. ® Ib O.G. 2,-0„ E-1 • MEGH EQUIP PER CODE D r �J 2x12 FLOOR JOISTS IJXF2LIS 2x12 FLOOR JOISTS 0 � � � � r � 2'-0" 14 @ 16"O.G. ® Ib" O.G. -e� ® Ib"O.G. m I I m Il V AL F- —I F- / o / �� b J--� � BA5EMENT 5LAB J 1 ❑ O -' FDI 4"P.G.5LAB{MI . 500 P51 GONG] I FD1 1 L —� I —� m I *.006 MIL.POL IHBB E YABOR— BA5EMENT 5LAB �, * BARRiEi? 0 P.G.5LAB(tr11N 2 P51 GONG �. _ Q TAMP d FII) TO 95%DENSITY —* j2(&MILD,,I,�I ENE VAPOR a FDI I'-0° I 14'-2" -� 5'-0" 8'-0" 10° fA v BARRIER '' "1""` 4 2"XI "FLUSH �_ POST ABOVE 0 •TAMP b FILL T 91 5%DENSITf 4 ( ) I - - ,nI - - - - _ o Q UNDER BEARIN (-WALL � �1 101115'-0' '- � 14'-2" _ _ _ I (2)FJ _ '- r � P05T ABOVE �_ -1 (4)2 I FLUSH _ H U - �� (- UNDE 1 RI N6 WALL /o -I - - - - - -� W c 2 FJ - -4 W F1 L _ 2�FJ - - - I N 5'-4" 0n U [L <\� <\\ 1 _ O v p w 3 L �I1W.El El 10" 5'-4" o = o I 4"WIDE JOIST \ 3)2X12 Lu /T - - - - - - 5! SEAT.T.O.SEAT w o // 2x12 FLOOR 5 5 ELEV= (-)I'-I�" N 4"WIDE J015T xI _ - - ( 12 FLUS o ® 16 O. _ - SEAT.T.O.SEAT � � - - - - _ F- 3 I cn � x I HD Ify 2 I LDOR JOISTS -0" C-6 L - -1 HD o — / ry 2x12 UNEXG W. ®LOOR IG"O.G. ISYS 4"PL.SLAB WI H T.0 _ 6x6,10 0 W w UNEXGAV. 2x12 FLI R JOISTS 0 8 4 _ t O " " O J N OR FIBERMESH. FD1 ¢ N NN, N co t- N N MIN.3500 I I o � N N ri M CO r M 4 P.G.SLAB WITH ® Ib"O.G. _ N CONT s FD1 6< FIOAO H. H F4D1 an I - x q.-Io" '-0" 42'-b"10 a" r c� N -- B III I N SLAB SEAT g G�NG500 'PSI n - n -0 q-Io° - b 4 3 C-g B #5 CORNER REBA W/ 4-0 — I'-o" 3-2 C-6 C-6 n FDI C-6 I I C-6. LEC-6® MIDPOINT HD 2"x to FOUNDATION WALL I'-b" — SLAB SEAT I 5 FROM TOP BOTTT M. — -— T = HD - - - #5 CORNS REBARS W/ 4'-O" FW-2 I (3)2"XI2"FLUSH I LE65 ® MIDPOINT OF p UP 14R 3(-4"° 4"WIDE JOIST O O O LD O O Z a _ (2)2X12 FLUSH I O 2x12 FLO 15 5 T.T.O.SEAT > a • --- Q UNEXCAVATED TYPICAL (2) 2X12 FLUSH > > > w > > FOUNDATI N WALL � I-6 g � T ) 2'X12"FLUSH _ FROM TO 4 130MOM. N ® 1 " ELEV= (-)I'-I�" � ir w wx W w 6 0 GARAGE 5LAB S° 14'-2" 2'-b" 10" 4 WIDE JOIST °3- UP 14R I I "4'P.G.5LAB(MIN.3500 P51 GONG) n m n SEAT.T.O. T -2x12 F JOISTS p REINFORCED WIIH 6x6,10/10 WWM. p o UNEXCAVATED TYPICAL O *TAMP d FILL TO q5%DENSITY 1 N ELEV= (-)I'-I " ® I G 6ARA6E 5LAB �j I ~ *SLOPE 6ARA5E SLAB DOWN 2' o 10" 2'-6" 14'-2" a *4'P.G.SLAB(MIN.3500 P51 CONG) tY N TOWARDS GARAGE DOOR — (3)2"XI2" p REINFORCED WITIi 6x6,10/10 WWM. p HD *TAMP E FILL TO q5%DEN5ITY p \\ SLOPE GARAGE 5LAB DOWN 2' ~ I N 2x1 FL R JOI 5 _ 12"FLUSH TOWARD5 6ARAGE DOOR - - • N Ib"O.G.o 1— HD I'-0" Il' 10" 8n II'-8" y 21-611 0" v w \\ 2 12 FLOOR JO T5 j - 2 I--�•1 o ® Ib o. ' (I b" P.G. FOUNDATION I . O U 10" 2'-b° v n'-8" e" n'-1o° r-o WALL WITH o DAMPROOFIN6 ON j O Y 4"WIDE J015T HD T v cii a� I I b x 8 DP P.G. SEAT.T.O.SEAT D �`'� M-1 = Q S" P.G. FOUNDATION L FOOTING WITH DAMPROOFIN6 ON TDNP -11-211 4" ELEV= (-)I'-I�" z HD 4"WIDE J015T I6"x 8" DP P.G. FOOTIN TOP OF WALL III �, cO 4 SEAT.T.O.SEAT DN= -I'-2" - W ELEV= (-)I'-I " 4 . . 2x12 FLOOR JOISTS 8" a ® Ib"O.G.loft 101, 111-411 2x12 FLOOR JOISTS . . r ® I6"O.G. o e FD 1 4 xx O H O C7 10' 11'-4" '� 10" 3 ~ U' m FD1 HD p HD w 4 L— HIE- z 2 C� o o co HD o HD nI'-0° FD1 Q /C r r co I'-0" 161-01,M.O. I-S 1'-41' 161-01, M.O. ,.� 2 LINE OF FRONT OF® U � � " n n FZT C 21-0" 21-611 21-611 13-0 18'-S" 18-4 15'-0" 2-6 2'-b' 2-0 s✓' F � BEDROOM#2 UNIT Ib , ` y fi �i � ": tr C A Iu n (� 3b'-S" A 38'-4" C � UNIT 18 UNIT 17 ....... ...... .. I �NUMBER MODEL C (FESCUE) MODEL C (FESCUE) w 2016023 MULTIPLE LVL GIRDER GONNEGTION5: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE UNIT 18 UNIT 17 DUET CLUSTER Q SHEET NUMBER HD= HOLD DOWN GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND = FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT REPORT ANY AND ALL DI5GREPANGIES INCLUDING ANY DIMENSIONAL FOUNDATION PLAN AB= ANCHOR BOLTS® TOGETHER W/ 1/2" BOLTS © 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEASURES (D 6ARA6E51MPSON FROM TOP 4 BOTTOM, MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DD NOT SCALE DRAWINGS. DIMEN510NI5 1�411=1�-0�� (MODEL Q (MODEL Q FOUNDATION PLAN W C � 2 STRONG WALLS SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR T7'-O" COVERED PORCH ^ 1 0 UNIT 11 _ _ _10" SQUARE 1-1546 PERMA GA5T COLUMN _ _ _ _ _ _ _ _ Z W #46382 W/5QUARE FLAT GAP t BASE _ o (OR EQUAL) - GORNER COLUMN TO BE Q 10" SQUARE HBd6 DERMA - _ __ _ tV N CAST COLUMN #4(9382 W/ E O PROVIDED W/SPLIT KIT i U � C-7 CA6 GENTER LINE OF CA6 SQUARE FLAT GAP d BA5E C I I bxb P.T.P05T WITH O "��'� U - g� �ER 2 HOUR FIRE RATED (OR EQUAL) - GORNER C-7 I 14'-2" I I 51MP50N 5652-3/6 P05T 043) RE515TANGE WALL COLUMN TO BE PROVIDED GAP ANCHOR d 51MP5oN z bxb P.T.P05T WITH i 14'-2" i I = W/SPLIT KIT I AB1bb POST BASE(TYP � ti 51MP50N BG52-3/6 P05T a " I _ 1. o A55EMBLY o I I ( ALL COLUMNS) U ) GAP ANGHOR d 51MP50N -OTI 13-2 I I O 141-2" - 14'49" - I I'-0I 13-2 2'-0" Q HALL POST BASE(TVP I 1 (2)3016 TR (2)3016 TR (2)3016 TR (2)3016 TR ID p o ALL COLUMNS) I COVERED _ w (2)3050 DH o (2)3050 DH (2)3050 DH (2)3050 DH ALIGN TOP OF COVERED 111 F- c� PORGH k ®8'-O'HD HT " o ® 8'-O"HD HT ® 8'-0" HD HT - ® 8'-0"HD HT c�I TRAN50M5 PORCH I �� z U �, b'-1" 5-6 5 b 6'-10 l-4 1-8" b-10' 5 6 5 6 6 1 b-1 i acn o M ALIGN TOP OF a 0 Q w Fa `I ° ' I TRAN5OM5 I w Iq - - - - - Iq I ix N o = o N mr r DI I `� U coM NII Iq I� 19 HD L - `fl_ JL - - - J HD I m o 0 qolb^� I DI r - - r - - - DI o I o (2)2X10 HDR Ib TR Z 6080 5L GL. OR W/ I ' a HD L - - - JL _`° _ J HD 81 HDHT � g01(9 TR r - - - -Ir - - - � m (2) 0" IDELICHTS I 6080 5L. L. DR W/ I6 TR (2) 2X10 HDR J o H D L - - � L - - - J I o DH (2) IS" SID LIGHTS e'-0 I m o - - - - - - - - - 4 - - - r - - - (2)2XI HDR Q L- J r VAULTED CEILING _ i L _ _ _�J - - _ J HD \ 1q / BREAKFAST _ _ _ _ _ _ _ _ _ z - - L_ J Q (2)2X HDR \\ DI AREA % 5.25'x 111/511 L MDR HJ DI (- _N VAULTED GEILIN6 cf3 \ e _77,7=_ _ _ _ �' BREAKFAST \ 1g / - - - - - - - - - - - - m U HD \ / 411 1 14'-0" 1 4 2'-O" 4'-2" 3'-0.1 14'-O" 611 F_ -1 m 5.25-7111/&'LVL HDR AREA \ 01 / F- m 21 .0 I I 28852 DH Z m I- -I b" 141-011 31 011 41 211 21-01. 411 I 14'-D" I 4 DI 2816 TR® " I 13'-0" Y CEILING i I fl N L J 8'-0"HD HT o O Sao" HT I I �, 21 c I I I I MASTER EDROOM I r --7 m p o LJ I PRE-F LL Ln m DI I 13'-0" TRA GEILIN6 I I I m I I Ci it VAULTS GEILIN6 FIRED AGE ~ I L_-JI O m MASTER BEDROOM I I i z I I 6REA ROOM z VAULTED CEILING II I I �m I I Q V_ I o ❑ Qj� C) PRE-FAB FIRE LACE GREAT ROOM �L--J I „ z I _� �2 I I i oo VAULTED CEILING No I r TEMP6L DR5 `� w 4 I I I I KITCHEN I oz m I I I I RAISED HEARTH VAULTED GE LING I • I ENERGY TEMP GL DRS I KITGH N 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND All SECTIONS OF RATS D HEARTH I I I I I 4" / 4„ 411 \ I 4" " ao ENERGY CODE AS THEY APPLY TO ENERGY COD AR REIN f0 OWE I I I -O" 5-04 4" b- I6-4 - 2. ALL CONS RUC N L OMPLY WITH THE 2015 INTERNATIONAL ENERGY 2816 TR® - CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION 2_ b" I6'-4" 4" b' b" 1411 3' '/ 4" 5'-0" 4" 5\d� 4 �jj N I 2852 DH W SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO m I �6 It Avlo 6-0"HD HT wEXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 0 2816 TR® I i Q o / AILING e� v L J Q 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND 2852 DH I I - - - `t q' 0"CEILING 12 00 , " g'-0"6, LING .1 V J POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. 8-0HD HT it WIGL 4" 0' 4-2 = CERTIFICATE SHALL COMPLY WITH IRC N1101.14. t L- J .N 68 CANTILEVER4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND 12 q'-O' GEI INC LIN• PANT• (2) 2X12 FLUSH1 i 1 q'-0" I I I " v INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING " 4-2" 4" 2-0" 4' q-0 CANTILEVER 6 L_ J CEILING LINE OF 5EGONO DI A J SURFACES. m (2)2X12 FLUSH PANT. LIN. , ��°� 1 5� I WIGL I / INT RG PRTN 411 4 FLOOR ABOVE I I I w U 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE `° I LINE OFFVE OND = (3) 2816 TR SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE I I 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY I ( FLOOR 4" _ 4' CEILING L �TN -I WC X - - (2) 2X12 ® END VAULTED CEILING I I- (3)2852 DH = SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE I o _ - - _ INT BRIG I 30 ATTIC. z v DINING AREA I I I 8'-0"HD HT 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED 0 0 (3)2816 TR 6 ( o - // F- � VAULTED CEILING (2) 2X12 @ END m HATGkS " 5D® I I (2)2668 BIFOLD DOORS ( � I I (q HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL 8-085211 Ho DT I I }� ( _ _ ~_ 22"X A CANT FJ - I x L -1 I LU BE CONDUCTED BY AN APPROVED THIRD PARTY. DINING AREA z O O 3o'ATTIG WC © q'-0" GEILIN6 ?66 ® X66 d? LOW(2)2X10 HDR (- 10" 5QUARE HB46 PERMA zACCESS EF v 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO I I (2)2bb8 BIFOLD DOORS ® m q-0 bFl?N14R CAST COLUMN #46382 WlIN IAM RAND R-6 AT DUCTS L -J " = I 15D NO 'A"GANT'L HAT I MASTER e5DGEILIN6 M SQUARE FLAT GAP d BASEA MINIMUM OF R-8 AT 3° OR GREATER D ETE 10 SQUARE HB46 DERMA I u' BATHROOM �T - 21 G (3)2X6 ( (OR EQUAL) - CORNERS U -I ry LOW(2)2X10 HDR 1 LESS THAN 3' IN DIAMETER. GA5T COLUMN #46382 W/ I I 'n m I q-0 m 'Tbb ®5D ,tbb q-0 CEILING ©EF 4" 101-411 4" 3'-4" 3'-1011 4" o DI P05T �- -� I COLUMN TO BE PROVIDED 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE o SQUARE FLAT GAP d BA5E I I I I 21 .C1 I s CEILING MASTER N W/5PLIT KIT SEALED. (OR EQUAL) - CORNER (3)2X6 � DN 14R BATHROOM p CL• �� 0 HDI 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR = COLUMN TO BE PROVIDED l I- -� POST D1 p 4" 3'-10" 4" 3'-4" 4" 10'-4" 4" - 'L LEAKAGE BY AN APPROVED THIRD PARTY. W/SPLIT KIT iv 011x " TUB o r 1g 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. "' HD a = 2 p 5HWR PAN I I COVERED DI s 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F 8 CL - o DEGREES OR <55F DEGREES SHALL BE INSULATED i F_ `r o TUB 5H IIx z � NOTE "S": o o i IPORGH i i 2x(b HDR 5016 TR cn Iq I 5 WR PAN ( I 2868 INSu R- �? V LTT=D GEILIN� �- 3080 EXT)NSUL DR o WITH R-3 MINIMUM. m 5016 TR COVERED I( o " I I 45 MIN.FIRED ' = FOYER N I I 5'-411 W/(2) 12" r ,� DI I I PORG I l o NOTE s : co - ui = = r r � co 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE (3) 2x6 HDR �� $ = g zz I TEMP. GLASS RATED W/SELF �' 51DELI6HT5 U M o r; � m s GLO51N6 DEVICE '- I I , - N N M M (O M IRC/IMC B 3080 EXT INSUL DR I� I I I ` VAULTED GEIL Na I B I o N N N ri 1� N N W/(2) 12" 2868 IN501 DR- TEMP. 6LA55 B PTN ON 2X4 b" " b" S'-4" I I N = I C-6 3'-4 4 10'-O '-4" - m B 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD FOYER 45 MIN.FIRE PTN ON 2X4 C-6 I KNEE WALL 2 2X12 FJ. bxb P.T.P05T WITH C-6 51DELI6HT5 N N KNEE WALL I I _ HD SIMP50N BG52-3/6 P05T CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS I I r I RATED DEVICE I TWO GAR GARAGE r Got RATER. m 2 31-41" I b" 10'-0" 4" 31-4" 611 I I I *4"P.G.SLAB(MIN.3500 P51 I I 9 GAP ANCHOR d 51MP50N 13.UGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES bxb P.T.POST WITH G02 L.2 2X12 J, I I I I GONG)REINFORCED WITH bxb, I ABUbb P05T BASE(TVP MUST HAVE HIGH-EFFICIENCY LAMPS. 51MP50N BG52-3/6 P05T HD TWO GAR GARAGE I sono W.w.M. I ® L V o ALL COLUMNS) m 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC GAP ANCHOR d 51MP50N 0 I *4'P.G.5LA13(MIN.3500 P51 I I I *5LOPE 6ARA6E SLAB DOWN 2" 1 SD WC 1q m 1 CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND ABUbb P05T BASE(n? I C,ONW REINFORCED WITH bxb, I 1 ¢ TOWARD5 6ARA6E DOOR UP 15R o _ lz DI m cn ALL COLUMNS) I IOAO W.H.M. I I I * 'TYPE'X'6YP BD ON 6ARA6E a IIH © I Tri z cn cn INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE o L �/ I * I -i -� ""4 3'-8" 4'-b 4" EF 81-611 b" 3030 AWN z z z o z z U) X Iq WC ® 5LOPE 6ARA6E SLAB DOM 2 I u.. � WALLS E GEILIN6 I OO O O � O O z � w RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE m 5D I TOYJARD5 6ARA6E DOOR I �`� z * 'TYPE 'X'GYP BD ON INT OF m O p�o� 10'-0"GEILIN6 ® 8'-0"HD HT _ Q co m g z a DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE DI o UP 15R I * 'TYPE'X'GYP BD ON GARAGE Q I 5 I (N LIVING SPADE COMMON WALLS TO I m # 0 m w w -- w w n MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS NEW, " I WALL5 d GEILIN6 I GARAGE I BATH 2 irm 3030 AWN b" 81-611 EF 411 4146" 3'-8" 6 � I I� Q v w of w m 0 U EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF ® g1-0'Hp}�T ? I *�'TYE'X'GYP BD ON INT OFN O I0 10-0 GEILIN6 O in ILL LIVING SPACE COMMON WALLS TO z I I I c� REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. m 8 I >< I © BATH #2 6ARA6E cv 1 U- w I HD N 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC m :r 1 Q �I I I I I 1 INT BR6 PRTN o 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED g i, I o 5i ,T0 1q N TO COMPLY WITH THIS CODE. HD bbd I 3 I - I LINE OF SECOND 1 FLOOR ABOVE DI v 16 MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR INT BRIG PRTN I I LINE OF SECOND I I I 1 6" (R-2U BATTS ��6 `r' EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH Ig 8 I I _ (4)2x6 P05T 8 FLOOR ABOVE SECTION N1103 CONTROL SYSTEMS. DI Gl- Q ®5D I I I D/21 I - - I II'-0O"GEIL N6 z 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND (� b (R-21)BATTS I _-LL- - _ J_ _L _ -_ - J I _ BEDROOM #2 0 C) INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD `L (4)2x6 P05T I I I DI �p W F� c? OF CAULK TO THE II- CEILING I _ _ I 4 -' 18'-0" b 12'-0" 6 2' b" o O INSTALLING INTERIOR OGYPSUM BOTTOM BOARDS IMMEDIATELY PRIOR TO 9 BEDROOM #2 _ `� I L _ F_ - ;fl I "X 16"LOW d I m W °w Lij - HD - - - - - - �� .® tv LVL 61RDER UNDER "' I ] a Y 0 21-611 611 12'-0" 6 18'-011 _131 DI 41 16010 OH DR m / _ _ _ _ BEARING WALL W w l✓) I "X16"LOW SJ e _ - - - - - - a �' W LVL 6X 161, UNDER HD Iq o � 5 114"x I6 LVL HDR 9 �D Iq ZU` O U 2015 IRG- 62421.8 (503.8) BEARING WALL 16010 OH DR D1 N D/21 DI 1 U) O VENTING SYSTEM TERMINATION LOCATION: W THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF ,= '- Iq Hp 5 1/4'x 16' LVL HDR HD v C-1.1st 10,000 BTU PER HOUR(3K OR LE55 SHALL BE LOCATED AT LEA5T D/21 D/21 I ❑ b'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 1 DI 0 0 o a 0 ILn APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT C-1.1 D1 I DI HD SEAT fl HD / OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH ° J (2)2X10 HDA ^� VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT _ _ _ _ - T ' OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT a � SEAT 0 r r 1-�--1 m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND - HD HD DI _ _ _ _ _ DI o m ui - (2)2X10 HDR - - `9 - - - - L -(2)3 Ib TR - - - - - z qw v THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. r °(2)3a�TR 1 Iq (2) 50 DH C� o ._.. o m L ® e "HD T J CC7 DI CA6 CA6 CC7 ® 8 D T LINE OF UNIT c� ` � T � 4 2015 IRG- R3122.1 4'-O 4'-011 4'-0" 4'-0° BEDROOM 218 W v�R ti FRONT BAY r �G WINDOW OPENING 15 LOCATED LESS THAN 24 ABOVE THE FINISHED 1 11 11 I O I O _ �\a IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE 2'-b" 8'-0" 2'-6" 161-011 R.O. I'-8" 1'-4" I6'-0" R.O. 21-611 8'-0" 2'-b" WALL BEYOND -, t FLOOR AND GREATER THAN 12 ABOVE THE FINISHED GRADE OIR 2-b 2-b 13-O 18'-8" 18'-411 13-0 2-b 2' -611ur OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE Y ' OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 2'-0" 3b'-8" 361-411 21-0" 22tit' A^ (\ 'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO (A O2 CENTER LINE OF PASS THROUGH THE OPENING IN ITS LARGEST OPENED POSITION., TOTAL LIVING AREA = 2,013 5Q. FT. 2 HOUR FIRE RATED [TOTAL LIVING AREA = 2,013 5Q. FT. !FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 UNIT 18 FLOOR PLAN I RE515TANGE WALL UNIT 17 FLOOR PLAN =- n ASSEMBLY ��.. ................. (TNS WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO NOTE "A": 2X12 �J � 16 OG. RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULL.Y1�4""-1,-0„ LIVING AREA- 1,5gq 5Q. FT. OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL C (FESCUE) - - MODEL C (FESCUE) 1/4„=1'-0" LIVING AREA= 1,5gq 50. FT. ,JOB NUMBER WINDOW UNIT TO LE55 THAN 5.1 5QUARE FEET. 6ARA6E AREA= 371 50. FT. GARAGE AREA= 371 50. FT. COVERED PORCH AREA= 250 '5Q. FT. COVERED PORGH AREA= 250 50. FT. w 2016023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE „5": EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5U6GONTRAGTOR5 TO REVIEW THE5E SHEET NUMBER AND TWO-FAMILY DWELLINGS TOWNHOUSES STAIR MANUFACTURER TO MULTIPLE LVL 61RDER GONNEGTION5: 50 CFM INTERMITTENT OR NOTE "V": GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 18 UNIT 17 DUET CLUSTER Q NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DE516N STAIRS TO MEET ALL © 20 GFM CONTINUOUS +�ALL DRYERS TO BE VENTED u' TRUSSES W/ 12" MIN. HEEL BUILDINGS(NG UNIT d GO-0P5)AND UNITS APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT TO oDRYEE AIR PER GODS REPORT ANY AND ALL 015GREPANGIE5 INGLUDING ANY DIMEN51ONAL ALL WINDOW5 SHALL BE REPORT ANY DI5GREPENGIE5 + GONFLIGT5, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEA5URE5 ANDERSEN 200 SERIES © = TEMPERED OFFEND FOR SALE,IN THE IMMEDIATE AND GONFLIGT5 TO THE TOGETHER W/ I/2 BOLTS 2-0 O.G., 2 MIN, ® CARBON MONOXIDE ALL WASHER TO BE (MODEL C (MODEL C FLOOR PLAN HEIGHTS (U.O.N.) C4� 2�1- O.G. VICINITY OF BEDROOMS,ON THE LOWEST �� DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMEN510N5 SHALL l DE5IGNED BY TRU55� ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP I$ BOTTOM, 4 MIN. 4 FROM ENDS ® SMOKE DETECTOR BE CALCULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. C � 3 / w FABRIGATTON. p l I COPYRIGHT GRCH ARCHITECTURE', P.C. 2017: ALL RIGHTS RESERVED 0o z Lu E U 11'-0" PL HT AFF. 4L I- - - - - L-+ O „}� U 0 V Z 11'-0" PL HT AFF. A I-o I I I O r - - - - - - - - -I-JI- -� OH. H .}� p in •r l UIV >N 1 I I IOH. C A I I I i I 11'-0" PL HT AFF. F- !Eo I I I CENTER LINE OF I I I Z U 2 HOUR FIRE RATED O 11'-0" PL HT AFF. I I I I � �� co RESISTANCE WALL i I U = tiX I I ASSEMBLY I I I u (� M I co o o I 1'-0" � 11'-0" PL HT AFF. OH. _ a I _ II'-0" PL HT AFF. OH. I - — ai E==�- -� I FRAME - - - - p I OH. Z _O L _ - _ I- �- - = T-� = = = � _ _ = - EiL v _ - -� II \\ // III I I II Z F-i 1 1 I I I I IIII O (- T7 IIII I 0 i >rr I I I I IIII I I i I I I 0 Ln IIII I I I I III I I i i I I F- F- T I I I III I I r� �� I L _ O m z El c) - J r� - - I- -i I II I I , I , , IiI I I I III III I I II III w I IL - I I I 1 1 I I III I I III i I No "R" I II I I C" II I I I I III \-J � �� NOTE "R" I I i _ III IIL LIL - - - I 0 ENERGY I L — 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS w THEY APPLY TO ENERGY CODE ARE BEING FOL OWED L � _ _ � III 2. ALL CON UC N L OMPLY WITH THE 2015 INTERNATIONAL ENERGY A'Il - a - e CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE 1 I I /// \\\ I 1 �- - - - - �� / III m r ^ PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. III ! I ____ - - 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A - - I I / I-4 5'-0"I I 3'-10" 11 15'-4" 6" WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY I I I \ // I I I , IOH. WITH IRC N1101.14. ( I \ I I I I I I — J — — — — 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL 1_0" b" 15'-4° I'-0" 4" I 1 L. 13'-10"� 4 1 15'-01" 4" 1'-4" I I T ( r (4) 2xb P05T / IIII U EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. OH. ' I (o i i I INT BRG FIRTH 1 III 0 ROOF TRUSS GIRDER 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE \ - -_- - -_J L- _ - INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE IIII (4)2x6 P05T I I I I � REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL — — I I I COMPONENTS AND VERIFY COMPLIANCE. III ROOF TRU55 GIRDER INT BRG PRTN TUB RAIL 1111 z AW 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS "z w THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL BE CONDUCTED BY AN IIII TUB I © �\ 61 EF APPROVED THIRD PARTY. IIII RAIL 6" b'-b" 4 15'-2" 0 1111 U 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM �--- — — OPEN TO FOYER BELOW O OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3" IN 8'-0"CEILING S'-0"CEILING ( ® I� I 0 DIAMETER. © I BATH #3 LOFT 5D L III I /� 15'-2" 4 EP G._b" RAIL ON 5R 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. OPEN TO FOYER BELOW IIII ® 8'-0"CEILING 'P 8'-0"CEILING b" , ( b" �� 4" I _ _ _ _ _ _ I 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY 4 -8" 6 - J �I I LOFT BATH #3 I r AN APPROVED THIRD PARTY. I I ON 158 RAIL °< I I mr f I 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. I L — — — — — — 6" I -oil 4" 4" (91, I % _ = I I I 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR — — — — — — N <55F DEGREES SHALL BE INSULATED I b I � R) I VtPICT Iro , I B r r ,\WITH R-3 MINIMUM. OH v4t' 3'-o. o I WII 6 4" 3._0" 6, 3' 2.. 4" \ I I o C-6 N N N () N (V VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC IMC I I I ® _ 11. MECHANICAL / I I � N X66. `� 5D IC II I I p � 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD CALCULATED PER ACCA B o I I I p - 1 6 4" 3'-2" 6" 3'-0" 4" I I B I IIII MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. C-6 0 3 J 13.UGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE I I 1 I - - - - - -� �- - -_- -I I HIGH-EFFICIENCY LAMPS. � _ , 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR I L — — — — — N (2) 2"XS„ S-2 le k21-6" 31-011 — — — i TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN ;STATEMENTS OF I J �C - - - " I `/ ( I I II I O O 0 O O z cn w - T - I FLU5H 8-o ILING I I z z z o z z :' x THE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR — -� (- — — I ° — — — ( I I I 1 U) D > D U) , g - UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR °� I ( 6" 3'-0" b" 2'-b" 4" 6-2" 6' �� III ( BEDR OM #3 ( I I , I I IIII w w w -j w w a I� y° - - - (2) 2 XS I I w w w w oo v BUILDING DEPARTMENT. L — — — I I I I II I I I I � I I e'-0" FILING FLUSH I"'I I -' �I / I I 11'-0" PL HT. 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 2:015. I 1 I I ( i I BEDROOM #3 III „ I I = ` 1JI OR UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH 11 I I �_ I I I I � I_ I I I 3'-0.. �� I I'-D" � 6 3'_0 THIS CODE. II'-0" PL HT. I 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH I'-o" \ / I , I IN — I I / \ / \ SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 OH. L -i — — — — — — — Z J — — — — J I 3'-O" I 6" A II'-0" -A Fa" ( 3'-0" IIII I I \� CONTROL SYSTEMS. �- — — —I I I ( I 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN / I 1 / \ / \ I I i I / 5'-0" PL HT \ I I 10 ~ Z ACCORDANCE WITH TABLE R402.4.1.1. APPLY AFRESH BEAD OF CAULK TO THE TOP I I I I I I I \ I I \ I \ W AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. o� I / \ / \ ® I I , N I cva II I V (2)2X6 HDR 2)2X6 H ( I m IIII o U IOH S'-0" PL HT I \ / I I , 0 1 W W I I I LOWER PL HT. > ^ 2015 IRC- 62427.8 (503.8) - J I I 2X6 H (2)2X6 HDR I I I 2 DH 3 2 DH I I I w w I-'-1 W VENTING SYSTEM TERMINATION LOCATION: — , III T-4" D HT T-4" D HT �T ' THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT I I I 4 IIII - - - - - - - - _ _ _ - - - _ _ = I I ( OHI +�+ h-� OF 10,000 BTU PER HOUR(3K4 OR LE55 SHALL BE LOCATED AT LEAST LOWER PL HT. - I I AND SUCH AN APPLIANCE WITH I I I 305 DH 305 DH 1 , O O 4 b'FROM ANY AIR OPENING INTO A BUILDING, l' 4" HD HT �'-4" HT III w " AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER 1,-6" I I I Q , HOUR SHALL BE INSTALLED WITH A g INCH VENT TERMINATION CLEARANCE, OH. I = _ _ _ _ I i N g-0 P HT AFF. I i Q O AND AN APPLIANCE WITH AN INPUT OVER 50OX BTU PER HOUR SHALL HAVE T AT LEAST A 12 INCH VENT TERMINATION GI EARANCE.THE BOTTOM OF THE I S" a I H. I I VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" o= OH. ABOVE GRADE. 1 1 I I g'-0" PL HT AFF. N o FRAME (_ - - _ _ _ _ _ _ _ _ _ _ I I I � - T - - - - - - T - cr� I' b" -7 T r _ II'-0" PL HT. r OH. 2_4� 2'-4" 2'-4" 2'-41" 2'-4" 2'-4" 2'-4" 2'-4° L- =_ �-__� �I Ory o z m w _ _ _ z L� - - -,- - - -_ - - - - - -,- - -_j z 2015 I RG- 8312.2.1 11'-0" PL HT. _ T T I v O o I " w -J 4'-8 2-b 4-S 4-8 2-b 4-8 ' IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW ry _ _= J 4 L sY RTC OPENING 15 LOCATED LE55 THAN 24 ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY FW 3'-0 12-0 3'-4" 3'-4 12-0 3_o UNIT 17 � � A �L WITH ONE OF THE FOLLOWING: UNIT 18Ir 7f 4- "OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA-55 c w �s. —C. THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. !FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20g0CENTER LINE OF E� 4'r. '. •` Y cCA6 CA6 ��, MODEL C (FESCUE) J ' (TIS WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE MODEL C (FESCUEPI,,� 2 HOUR FIRE RATED CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT RE515TANGE WALL U ��te= REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN I ASSEMBLY SECOND FLOOR PLAN SECOND FLOOR PLAN 5.l 5WARE FEET. ......... . ................. I 1/4°=1'-0111 LIVING, AREA= 414 50. ET. 1/4"=11-0" LIVING AREA:: 414 50. ET. JOB NUMBER AND N GTOR5 TO REVIEW w 2016023 „ „ EF -EXHAUST FAN: GENERAL CONTRACTORS A SUBGO TRA ONE CARBON MONOXIDE ALARM IN NEW NOTE 5 : MULTIPLE LVL GIRDER GONNEGTIONS: 50 GFM INTERMITTENT OR NOTE "V": THESE GONSTRUGTION DOCUMENTS UPON RECEIPT FROM C/) SHEET NUMBER ONE AND TWO-FAMILY DWELLINGS, NOTE: STAIR MANUFACTURER TO DESIGN STAIRS TO HD= HOLD DOWN © 20 GFM CONTINUOUS UNIT 18 UNIT 17 DUET CLU STER TOWNHOUSES AND DWELLING UNITS IN FOR ALL MULTIPLE LVL GIRDERS, LAC-7 BOLT * ALL DRYERS TO BE VENTED ARCHITECT AND REPORT ANY AND ALL DISGREPANGIES GROUP R-2 BUILDINGS(CONDOS ALL WINDOWS SHALL BE MEET ALL APPLICABLE GODE5 AND TO TO OUTSIDE AIR PER CODE INCLUDING ANY DIMENSIONAL CONFLICTS IMMEDIATLEY TO CO-OPS) AND UNITS OFFERED FOR SALE, ANDERSEN 200 5ERIE5 REPORT ANY 015GREPENGIE5 AND GONFLIGT5 � = TEMPERED TOGETHER W/ I/2" BOLTS � 2'-0" O.G., 2" MIN, ®2 CARBON MONOXIDE *PRIDEDWASHER ro BE z IN THE IMMEDIATE VICINITY OF TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING FROM TOP I$ BOTTOM, I$ MIN. 4" FROM END5 DETECTOR PROVIDED WITH DRAIN PANS CON5T ARCHITECT FOR CORRECTIVE MEA5URE5 PRIOR 51 (MODEL Q (MODEL C) FLOOR PLAN UC � 4 GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL cn BEDROOMS,ON THE LOWEST FLOOR W LEVEL CONTAINING BEDROOMS. ®5D SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6'-2"GABLE WIDTH F INSTALL ICE 8 WATER SHIELD PER NOTE: 5 8 INCH THICK ROOF SHEATHING IS TO bxb P.T.P05T WITH Z MANUFACTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 51MP50N BG52-3/b P05T bxb P.T.POST WITH w PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. Ib'-2"GABLE WIDTH GAP ANCHOR 4 5IMIP50N CAP A N ANCHOR 4 /6 POST Q o Z) ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING ABUbb P05T BA5E (TYP GRP ANCHOR 3 51MPSON U NOTE: -ALL GOU MN5) ABU66 P05T BA5E 0 YP O .}r.J V LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN -ALL COLUMNS) 0- a APPLY ICE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING 4 o Z AND MEMBRANE ARE AT TEMPERATURES OF 40°F (506) OR HIGHER. CODE. GENTERLINE OF 2 HR FIRE —(3).2xe-P.T:-�IRD1= -z D.O.- O_ � o co PRE-ENGINEERED ROOF C A RESISTANCE RATED WALL A C i ' 0 �� .1 TRU55Es PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE _ C_7 C_6 A55EMMY CARRIED THIRD C-6 C-7 I I II'-0" PL HT. � r-1 4-.1 N a' STRESS DESIGN: - —DO — (3)2x8 P-�IRt2EER I ATTIC TO UNDERSIDE OF I w 12 12 ' N D (EQUATION 16-8) ROOF 5HT6:TYP 1'-0" �' q D q I'-O" .0 •:: Z - SIMP50N 5TRONG-TIE D + L (EQUATION 16-9) I -0 PL HT. ( oH. NII I oH. Z x M MT5 STRAPPING(LE%TH5 VARY) D + S (EQUATION 16-10) I 12 Lu I� N� , OU Q o f° v 12 CONTINUOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) q Ipo m ( 1:1 _ w TOP OF TRU55 HER D + 0.75 .6W + 0.75 S EQUATION 16-13 oH. u U co Lu III I ( ) ( ) I I x 11'-0" PL HT. NO R.. , o HEEL HE16K VARIE5-5EE TRU55 MMIN66 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = I�' I m LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL HATCHED AREA INDICATES o N _ 4 IN ACTUAL HEEL HEIGHTS �I - LOCATION OF FIRE RATED ROOF ,x BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �, Np "R" II-O PL HT. II-0 PL HT. N OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND ' +f WALL SHEATHING,4'-0"FROM I 2 ., SPEED (101 MPH BASIC DESIGN WIND SPEED) IN r,,I ( I Q o ALIGN FA5GIA5 0. C-1.1 I-o — - _j 12 EXPOSURE CATEGORY B. INS - II'-0" PL HT. 8 oH. _�� _ 2 FRAME / / /, VARIES L- - - - - - - I_O _ ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE - _ FOLLOWING DESIGN LOADS: I ' I - oH. ALIGN FASCIAS C-1.1 oH. j/ 0 \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND �/ � U LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 j // — GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ( I f / / / THAT ARE I — — �,�� /j/��///, z � 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSEST �I // / / Z NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. _ _ j j/// / j/ l�/ — — — 12 z 12 OU 8"FASCIA BD �I-4 _ - I- 4j // // //, q TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. — //j//jj j%//j// LL (f� 12 z 12 H TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO q I— q ' //jj/j j j j//jj�/ GSS O C� VENTED VINYL SOFF ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR �%j j j/j/ //j j j/j TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL IN .BEARING �I INCLUDE THE FOLLOWING INFORMATION: // // __T t 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. TRAY GEIL. WLL BELOW 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. ( I I I / // // // Q INT.BEARI ry TRAY GEIL. / // / / I I ( OH. LEADER TO DRYI^IELL- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LCgp� WALL BEL IN / / / / , 4.2. TOP CHORD DEAD LOAD. �' /j//j j / / ® I NO °R" 4.3. BOTTOM CHORD LIVE LOAD. 6 I I 4.4. BOTTOM CHORD DEAD LOAD. oH. I ®� 4.5. CONCENTRATED LOADS AND THEIR POINTS OF NOTE "R° APPLICATION. I °° ;� z , // / //j j// — — �c_v I I I F- a 4.6. CONTROLLING WIND LOADS. L J w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR �- I I N — — //j /// /�^'j �j 0 �--� DETAIL DESIGN VALUFORCEES FOR DIAND DIRECTION. TIONS OF USE. - `— -F � /// / Z m 6. EACH REACTION 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, I %/jx//j/ /j%/j — — �- ❑ NOT TO SCALETHICKNESS OR GAGE AND THE DIMENSIONED LOCATION / ////' xj/ ,/j //jX' �Q O C- 5 ) CEPT WHERE _ _ %%//// ///// / — — 0 OF EACH JOINT CONNECTOR EX // / / � /- — — SYMMETRICALLY �— //4✓ "/ / //' I r , LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL INSTALL HALF OF PLATES. ,/ ///// / / —1 FASTENERS ® EAGH `o I ti3O /////// ///// / I r END OF 5TRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH I �/ /// i /' // / INT.BEARING (3) 2X6 P05T Q / / / // // TRU55 RIDGE W/VEN o e MEMBER. G- // j / / / - - - -ROOF TRU55 GIRDER- - / // / WALL BELOW 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD (3) 2X6 P05T I / / / — — I Z 55 RIDGE W/VEPVT / INT.BEARING �// / , /, ® ®® SPLICES. I ROOF TRU55 GIRDER / WALL BELOW // / / � // \ I III II'-O" PL HT. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. _ _ _ _ _ _ _ _ 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS 1�55 RID W/VENT III MEMBERS. �I I I / // j// // III SS 12 I O 5 5TH 12. REQUIRED PERMANENT TRUSS MEMBER BRACING II-0 PL HT. a LOCATIONS. III TRU55 RI 6E W/ : ° 0 12 III 7 / �' // I IWu o * TRUSSES SHALL BE DESFdNED IN ACCORDANCE WITH , q J�� I I !/ /// / /- ' oH. ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND III '/ / /' 1 I I 51MPSON5TRONFrrIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD 1_p ( III ' //� j j I I - - - I (3) 2X6 POST MTS STRAPPING TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS OH. - 14-Iod DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY (3) 2X6 P05T I Z I I // (TOTAL_) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF I - - - - --� I ( �/ J/j j I I - - - I OH. NEW YORK. — - -I I I % / �/ �/ /i L - - - - - - - N -II w ti * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, --RpTE-WRI �I- III I ( / j / 1� - - __ -A--- I-b � � � // �/ /_-C� �—f r - - - - I � � � ¢ N N N M I� r N N USE IN COMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND OR r I �1I- I B \ // �- N o .- N N M M M RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. ({I - - -I � \ / I I 1" B WHEN STUDS AND'RAI=TERS TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH O W I�� N ___ I �- — — —I z ,� THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I ( i - - , r�` F DO NOT ALIGN NOT TO SCALE WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING B N IIS- ASSEMBLY TO INSURE TIGHT FITTING JOINTS. C-6 :;: / // C-6 I I 111 o m / / // I I L - - - - - - � - - - - - - * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER Q ;,. ,..0 I n !� N r� // / // 'XJN ALIGN WITH T0� 1 fV N .:::::..;.:. .... O ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. _ II I N ® m ..... / /.� - CHORD5 OF I THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I I- - - - - I o / / ( I I uj _ cn cv II I L — — _ _ — J z d 'I /� / ///'X� ROOF TRU55E5 I- Z cn cn x METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR - , ; l FII - - J ��/ / //% / I - - - ° 0 0 0 o o Z u, w SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN O I , I/ // /�/ o �, �, �, ¢ �, �, g a _I — h(- - - - --I I I I k/ // / 1 /1�C� J I I - � �� I n > > > w > > a o DESIGNED AND INSTALLED TO PREVENT ROTATION AND - I-C — ALIGN WITH TOP / / I IUj PROVIDE LATERAL STABILITY IN ACCORDANCE WITH I �n - ALIGN WITH TOP /I �/ I �' I Q � w w w x m 00 0 01 ' T a g �Lr - - - I CHORDS OF CHORDS OF I/ /// , L'�/ j LJNIOTE °R" - ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA n= —I I I I ROOF TRU55E5 ROOF TRU55E5 // / // ' v I I bxb P.T.P05T WITH co 51DEWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE I `iIf�/ / / 5_8 I- 5_S I I �� I I'-O" 51MP50N 5G52-3/b N LOWER ROOF TO GOOD PRACTICE FOR HANDLING INSTALLING & b = i / 0H. POST GAP ANCHOR 1 -' o I ( I �G I I /F,L / i 1 INT.BEARING o BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. NOTE I / i I I J� WALL BELOW P 5IMB E(ABBUUbb N * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS bxb P.T.P05T WITH ( S , /� '�� I OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN 51MP50N BG52-3/b f'-o" ( L I I I 5'-e" I' 8" 5'-S" C /� I �" / " �/ / ALL COLUMNS) 5 I I 2 HR FIREWALL BELOW ROOF - P05T GAP ANCHOR pH. INT.BEARING I Y I / / / / I H NOTE: INTER5ECTIN6 ROOF I ON TRUSS DRAWINGS. WALL BELOW <<� I I (j�/j/ / �� WEAVE ROOF 5HIN6LE5 AT I I CARRY TO UNDERSIDE OF a SIMPSON ABUbb I I - 1 HIGHEST ROOF SHEATHING - * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, POST BASE(TYP- L- �,, /j�p� I bl' I I��'" /// / INOTE "R" I 4 o II'-0" PL HT. Z INTER5ECTION OVER ICE SHIELD I DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY ALL COLUMNS) 171=— // / i/ �a I I I w MEMBRANE - CARRY MEMBRANE MIN. 24-1 I I I NP' WITHOUT THE APPROVAL OF A REGISTERED DESIGN ® 0 ' I F ' /// / // I �`+ 0 OUT IN ALL DIREGTION5 OF I I I I N PROFESSIONAL. ( M I I / / ` j/ 12 12 12 12 1'-0, /� /j� / / / oH. p � m Ii;TERSEGTION I 1 I I — * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS II'-0" PL HT. o -c NOTE "R" I I �� /// ( w w I Z AND METHODS OF ERECTING THE TRUSSES. THE ( N I Jc_v JN I ( z o Z I I LU< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY 1'-0° 1112 12 12 12 12 12 � I / ' /// / = _ = cx LL1 O w Lij w< I ( ( BRACING HAS BEEN DESIGNED AND INSTALLED, FOR THE off I - // / //j �� I I— 8'-q" PL HT 0 M-� o I INSTILLATION OF THE TRUSSES. o Z I I I -NL -NL I / /// o ° I 12 12 0 ` I I ROOF TRU55 !j =r _ _ =c _ /j/ i //Z; I q q U) U 4 N I I I 8'-9" PL HT —I I /// / //g' PL HT N I w � I I I Z/ HIP RAFTER, I 12 12 I /j, /�� — —� -- — �Q I I'-b" V) 51MP5ON HGP HIP 5EE PLAN q� —I q I ® NL B I '21/ % / JN OH. ❑ 1 I CORNER TIE _ _ _ = N - _ _ �/ % // ' �/ / ± No o II'-0" PL HT. �� Is' = / O U 1 1-6„ Q _ — - — - — 7 / a„ 1.6„ NOTE "R" f- co 510EWALL ABOVE LOWER `' OH. \ NL �'S I o= .\+ i%//�/// FRAME OH. 14 :. .= ROOF S y Ir-O.- PL HT. �, o '/j j//j j OR C1-0 PL HT. — — — w ° J 1 ° i � NOTE "R" — ° I"b 11'-0" PL HT. I I'-0" PL HT. Z qw I OH. 9'-0.. PL HT. $No I_ � _l (D o o cn � ...... II'-0" PL HT. II'-0" PL HT. GENTERLINE OF 2 HR FIRE RE515TANGE RATED WALL UNIT 17 x �( /"j�7 I A55EMBLY CARRIED THIRD / T RI,/I WALL UNIT 18 C A ATTIC TO UNDER5IDE OF C, DETAIL 4 ROOF WEAVE 3 TOP PLAT HIP MODEL C (FESCUE) -7 -6 ROOF TYP MODEL C (FESCUE) DETAIL NOT TO SCALE C— rj GONNEGTI ON C- 5 . .............. JOB NUMBER GUTTERS a LEADERS NOTE R: 2016023 �� INSTALL IGE AND u.i ALL GUTTER5 d LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRIE-ENGINEERED ROOF UNIT 18 UNIT 17 DUET CLUSTER Q SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, O.G. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENSINEERED SCISSOR TRU55E5 W/ 12 MIN. HEEL = MANUFACTURE'S ROOF TRU55E5 @ 24" O.G. HE116HT5 (U.O.N.) ® 24" O.G. z RELATED REQUIRED GLIPACLE55ORIE5. LEADERS SHALL BE MIN. ROOF TRU55E5 R 24" O.G. .. (MODEL C (MODEL C ROOF PLAN- zSPEGIFIGATIDNS TO DESIGNED BY TRU55 ENGINEER DE.SISNED BY TRU55 1/4 —1 -0 2 x3 , .027 GAUGE W/ CLIPS � ANCHORS. CAULK � SEAL ALL DESISNED BY TRU55 ENGINEERJOINTS. PITCH GUTTERS MIN. I/8 /FT. PROVIDE P.V.G. RECEPTORS MAINTAIN PRODUCT ENCSINEERv) W ABOVE GRADE TO RECEIVE LEADER5 (GL05ED GAP DE516N). WARRANTY w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 48" MIN 48" MIN Cl) DESIGN ®a CODE SECTION 106.6-EX 15PTION 4: U336 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY MAY TERMINATE OPTION#2 W SEGURE ROOF SHEATHING TO G-RUNNER TRACK cc tt AT UNDERSIDE ROOF SIiEATHIN6 IF FIRE RETARDANT TREATED CODE SECTION 1066-EXCEPTION 4: " " t"'1 E 2 G-RUNNER TRAGK2 -CAULK FOR SHEATHING IS INSTALLED FOR A DISTANCE OF 4'-0"ON BOTH SIDES 2 HOUR FIRE RATED RESISTANCE OPTION#I WALL RATING - Z HR. OF 2 HOUR FIRE RATED RE515TANCE WALL A55EMBLY WALL A55EMBLY MAY TERMINATE AT SMOKE TIGHT JOINT OVER U FINISH RATING - 120 MIN, THE UNDERSIDE OF ROOF NON-RATED METAL EDGE FLASHING STC RATING - 61 (SEE ITEM 7) 484-Pj" SHEATHING PROVIDED THE ROOF 15 5EGURE WALL SHEATHING TO OPTION#2 0 V C PROTECTED WITH 5/b"TYPE 'X" z ^ t GYPSUM BOARD DIRECTLY BENEATH G-RUNNER TRACK - TYPICAL ROOFING O W THE UNDER5I0E OF ROOF SHEATHING ROOF TRUSS F- U) v AND 15 5UPPORTED BY 2" LEDGER5 ATTACHED TO THE SIDES OF ROOF RAKE BOARD-TVP � o co, '~'`•, ;'%�`� ;r+„`; 2' H STUD TRACK AN DI�STAINGEFOF 4-O OR A IKON BOTH SIDES __________ ____ _____=IMUM OF j � z OPTION #2 TYPICAL 510ING 1 � 1 Z U co'n CAULK FOR SMOKE TI H OF 2 HOUR FIRE RATED RE515TANGE x x L cn - rn _101T OVER WALL A55EMBLY.ALLOW NO I� Q w Cl) HIDDEN METAL FLASHING: I 0 tII v i OPENINGS IN ROOF WITHIN 4'-0"OF 2 N ...................,,......... _...........l.........,..,...... ---- --••- ;. •,.,..,............. ...._.. .. .. TUDS CONTINUED TO IDE ® 24 O.G. WALL 12 VERTICALLY � 12 HORIZONTAL - ROOF 55E5 " L - --: ........._.......... .................. .......,„ +.,..._..----.._ r__..... .. .__.,......,....,.......,..,.,,.....•. 2 U E Y ❑ �„- •."` F SHEATHING HOUR FIRE RATED RE515TANGEM " _ to co ......-j ......,.........----... ....--. ._.._..... w _._....- .....- :_......_ ........-------- -- 0 ROOF A55EMBLY EACH 51DE.MINIMUM U o0 OPTION#I 2x4 LEDGERS W/ � I" A SPACE EA. SID INSTALLED GLA55 13 ROOF SHINGLE TO BE OPT.#2(�J z 2'x2"x2 Y2'LONG = ,-.---..t„'f ::__.......... �:�f .._.__.. ............_t._r_ _.j OPTION#2 y rl �. ..---- -- .-A wm� X=� 0 063 USG ALUMINUM IN5TALL� qm "TREATED PLYWOOD 5HTE, `� BREAKAWAY GLIP5 _ r` " 4; `� -"' `� FOR MIN 4b"OUT, IF LOWER ROOF IS : GYP. BD. OR MINERAL ��.; •_ ' , " 5EGURE ROOF i 5 - - WOOL FIRE BLOGKI LE55 THAN 30 BELOW HIGHER ROOF `•- ' TYPICAL ROOFING SHEATHING TO TRUS CONFIGURATION '� I/2" (R-I3) BATT ASW CLIPS OR AOW, USCF _ -_ _ .063 U66 ALUMINUM z ALUM ANGLE CLIPS x� �x x� L \ BREAKAWAY CLIPS O I-XPO�SET3-TO j�' RE FROM AREA 4�'i11A1b%T1QN1�t��li.T SIDE:(Ngj.Y' I" AIR SPACE .............•,____,�-w_,__...________.........._.__....-; DOUBLE H-STUD TRACK I'AIR SPACE I" AIR SPACE -� r . . 4 , r"`, SGREWED BAGK TO BAGK (2) PIECES 6.P.T GK I"FIREGUARD 1 ` �? 1 r`-•�. /_`•, ',, 3 ; 1/2"GYP.BD C/)`-s �' >`-.•r TYPE "X"5HAFTLINER, TER PROOF DOUBLE H-STUD TY AT FLOORS AND IN15H ON BOTH -w':,.wwww-w-www_.3.ww ww_ww `, . ...•---`+--w_., w., •-•,,,,,.; ;_-s BACK TO BACK OR MINERAL _.._-www--www-- � t.. - BOA�ND ED6E5 GK SGREWED FILL I" CAVI ter•„.... �--- ---._.. r..-.. ........... >f-. L F - ' CEILING W/GYP BOARD � i+f:�............................ =; •�: ;. :: WOOL FIRE BLOCKING �:1^r l.. C�� t :� sem!:%=\•,� l 1 IR PAGE I" A 5 I......... . .t:.............................. ................................._ .=i''` e ' -rte-- r� _' 2" H STUD TRACK LL" ..............................--- .... _-. ........vv-vN _... ........ FIREGUARD TYPE "X" SHAFTLINER, WATER PROOF BOARDS W/ 2x4 P.T. SILL PLATE z r•,ti;l 'S r'�" vi _ -+ti fir/ , - ` 1l FIBER5LA55 FINISH ON BOTH SIDES ❑ i ---- ._:..- _ tif' ,' � a..........., . AND EDGES X= :fi k _ _ �;.�.. _.... _.....•-• ....:: \�._�.........._._._._....,.. .; FIRST FLOOR ---._... 3,`4` AIR SPAC ��.`� r'r/ .'.�i �� 3/4" Td6 056 1� ` 5UBFLOOR- 6LUED d X _ RIM J015T PER FLR J015T MANUF. OPTION#1 � t SGREWED RUN CODE SECTION 106.6-EXGEPTION 4: CONTINUOUS BETWEEN --- JOI5T5 PR PLAN FILL I"CAVITY AT FLOORS AND GEILING W/ ROOF 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY CONFIGURATION �.. PLATES AT EXTERIOR - .,;� a 6YP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATHING IF FIRE RETARDANT O WALL (2) 2x4 P.T.SILL PLATE BLOCKING .063 U56 ALUMINUM TREATED 5HEATHIN6 IS IN5TALLED FOR A D15TANGE OF 4'-0"ON �' j'(}SF.f.}T{,3 !')I.tk mitt:}?w,4 �'.i��ErR: I€�1 BREAKAWAY CLIPS _.. ....._...... BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY T �� H F'r`y 11 W (R-13)GLO5ED CELL SPRAY FOAM INSUL ='. ; ANCHOR BOLTS(14 LONG + OPTION#2 ? (:� ,..; �,.,,, r1 R Spf1 ,E; ,•••••'-' i- - - 1 [Ei SPACE a 3" HOOK,5"'MIN EMBEDME ) OR CODE SECTION 106.6-EXCEPTION 4: AIR 5� A :� „ ALONG INSIDE FACE OF FND.WALLS-FULL HT °' NT 0 1 OR DRAPED BLANKET INSULATION ;fl „ „ „ 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY MAY TERMINATE AT -. ,,�5 ,_,, d ADHESIVE ANGHnP5 W/5--X5,-X4,, THE UNDER5I0E OF ROOF NON-RATED 5HEATHIN6 PROVIDED THE ROOF m 2 HR FIRE RESISTANCE WASHER PL ® 24 0/G. 15 PROTECTED WITH 5/S" TYPE "X"GYP 5UM BOARD DIRECTLY BENEATH Ei ii �;if I (1) #4 HORIZ.REBAR ° '` I I THE UNDER5IDE OF ROOF 5HEATHING AND IS 5UPPORTED BY 2" i fi'':r!% ;'•, �' by.'. ~'t`;,:? f' '!f;�i'+! l"� (I)#4 HORIZ.REBAR® MID RATED WALL ASSEMBLY DETAIL LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM O LIM �} "{;' � .�: �' i j •'',`.'',� j ' ` '`.' ti t`' 'JU` HEIGHT OF WALL 5TORY BASME�`IT 4 OF DISTANCE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED '�`y'1 N.T.S. RE515TANGE WALL A55EMBLY.ALLOW NO OPENIN65 IN ROOF WITHIN '�;`•; , ti; �Ir ; -! ':':''.,�,•'!Y':s SEE GLUSTER FOUNDATION PLANS FOR LOGATIONS FW2 4'-0"OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY EACH 12" FOUNDATION WALL ON 24"x12° TYPICAL BASEMENT SLAB SIDE.MINIMUM GLA55 B ROOF SHINGLE TO BE INSTALLED. P.G. FOOTING . � `;�.y ;,,,%' ( ;�,:'" �,•� ��, ; 4"P.G.SLAB(MIN.2500 P51 � sr ° ° ;= GONG) '�'' \�� `.�. `'... • L•r::::'""`_"'' �y�',�- •.iyt..l.M.' i „y,, :;it i`� 3 "'-"-. ° 2�,<<'` i .r r �.�-r• .Gt.-{�' k i `a.+.�.. _ r:A 'A06 MIL.POLYETi I ENE STG RAT I NC-� F-�-I i Q �•r--- .. OPTION#I ,t ; • ;r! , 'f ` a ° d ':rT AP BARRIER AI00 FRE RESISTANT CODE 5EGTION 106.6-EXCEPTION 4: VAPOR ARRI AMP t FILL TO asp DENS TY USG BROCHURE 5 r 1 •, r'.i t r : • .-ti °' 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT H `J ASSEMBLIES) OPTION#2 z ° ° 'd UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 5HEATHIN6 CODE SECTION 10b.6-EXCEPTION 4: 11; ', ', <<:. , 1 ;� ) T' i ti• 1` ""_r.,_ d ° PAGE 22 (AREA SEPARATION WALL 5 IN ED FOR A DISTANCE OF 4'-0"ON 2 HOUR �'•'' �, \ :; ; '-• , , ,'�,; ,; • ° 2 HOUR FIRE RATED RESISTANCE ... _�,A, .,_;_ �, _�!a•,, : ,mss, r, ,\.< A._ ° d 5Y5TEM5) FIRE RATED RE515TANGE WALL A55EMBLY WALL A55EMBLY MAY TERMINATE AT 0 48" 48" O d ° TEST L DE5 U541 THE UNDER51DE OF ROOF NON-RATED SHEATHING PROVIDED THE ROOF 15 � HORIZONTAL #4 ° ° ACOUSTICAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8" TYPE "X" 4 ° TEST#RAL-TL-SS-350 GYPSUM BOARD DIRECTLY BENEATH BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF SHEATHING SEPARATION WALL: (Max Height - 66 ft) d MINERAL WOOL BATT AT EACH SIDE I AND IS SUPPORTED 10 2"LEDGERS g SECTION 12012 OF 2015 IBC- WALLS, ATTACHED TO THE MINIMUM OF ROOF 2 HR FIRE RESISTANCE FRAMING FOR ' MINIMUM OF PARTITIONS AND FLOOR/GEILIN6 2' H STUD TRACK AN DISTANCE OF 4'-0"ON BOTH SIDES 1. f=loor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 poly Steel, Secured with Suitable ASSEMBLIES SEPARATING DWELLING G U K FOR SMOKE TI H OPTION #2 OF 2 HOUR FIRE RATED RE515TANGE fa5tener5 Spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNITS FROM EACH OTHER OR FROM J I T OVER WALL A55EMBLY.ALLOW NO 2. Metal 5tud5 -- Steel members formed from No. 25 M56 alv steel having "H" -5ha ed flan ed 5 aced 24 in. OG; overall depth 2 in. and PUBLIC OR SERVICE AREAS SHALL HAVE 2 TUD5 CONTINUED TO U IDE ROOF 5E5® 24"O.G. OPENINC75 IN ROOF WITHIN 4'-0"of 2 g g p g p p N.T.S. FW2 HOUR FIRE RATED RESISTANCE WALL w r n co flange width 1-3/8 in. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A STG OF 5o OR MORE. o ROOF SHEATHING A55EMBLY EACH SIDE.MINIMUM I- ri o r� 7 � co of 3. 6 Sum Board Two la er5 of I in. thick I Sum board liner onel5, 5u lied in nom 24 in. widths. Vertical ed e5 of one15 friction fitted USG AREA SEPARATION WALL SYSTEM UL#U336; Q N N M .- N N yp � -- y gyp p pp g p PROVIDED 5TG-60 I" AI SPACE EA. SID GLA55 B ROOF SHINGLE TO BE o N N M M � � M into "H" -shaped studs. TEST#RAL-TL-88-3 50; STC = 60 N V. _." INSTALLED. N N G6G INC, -- Type 5LX. TYPICAL FRAME WALLS (2) PIECES G.P.TOUGHROGK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX FIREGUARD TYPE "x" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX, UNRATED WATER PROOF BOARDS W/ Wool FIRE BLOGKI WINDOW FIBER6LA155 FINISH ON BOTH 51DE5 AND ED6E5 ASW CLIPS OR .063 USCe PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS o_ o_ o_ ° o_ o Z Z 2 HOUR FARE RATED RESISTANCE I" AIR SPACE � � � > � 4. Wood Studs -- Nom 2 by 4 in. max Spacing 24 In. OG. 5tud5 cro55 braced at mid-height where necessary for Clip attachment. Min 3/4 in. WALL A55EMBLY SHOWN HATCHED DOUBLE H-STUD TRACK M W � X M 0 0 Separation between wood framing and fire Separation wall. 106.5 HORIIZONTAL CONTINUITY: SGREWED BAGK TO BAGK I 4A. Steel Studs -- (A5 on alternate to Item 4, not Shown) -- For Bearing Wall Rating - Gorro5ion protected steel 5tud5, min No. 20 M56 FIREWALL551+ALLBEGONTINU011� FROM DOUBLE H STUD TRACK SCREWED FILL I CAVITY AT FLOORS AND n N (0.0321 in., min bare metal thickne55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) poly Steel or No. 20 M56 (0.033 in. thick) EXTERIOR wAu TO EXTERIOR WALL BACK To BACK CEILING W/GYP. BOARD OR MINERAL rimed Steel, cold formed, shall be de51 ned in accordance with the current edition of the Specification for the Desi n of Gold-F=ormed Steel w 1 AIR SPACE WOOL FIRE BLOCKING W ~ P g p g 5TG RA�TINO Structural Members by the American Iron and Steel Institute. A11 design details enhancing the Structural integrity of the wall a55embly, including UNRATED 2" H-STUD TRACK the axial design load of the 5tud5, Shall be o5 specified by the Steel Stud designer and/or producer, and Shall meet the roquirement5 of all CODE SECTION 106.5 EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE USG BROCHURE SAloo (FARE RESISTANT z n w applicable local code agencies. The max Stud Spacing of wall o55emblles Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDINGS: ASSEMBLIES) FIRE RETARDANT TREATED - - WATER PROOF BOARDS W/ GARAGE PAGE 22 (AREA SEPARATION WALL W tracks with 1/2 in. Ion Type 5-12 Steel 5crew5 on both 5ide5 of Studs or welded or bolted connections de5i ned in accordance with the 1 1. FIBER6LA55 FIN15H ON BOTH 51DE5 2 gyp y g SHEATHING TO EXTEND 4-0 ON CODE SECTION-106.5 EXCEPTION #3 AND E06E5 SYSTEMS) CL w c� UNEXCAVATED TYPICAL } AI51 5pecIficotion5. Top and bottom tracks Shall Gon515t of Steel members, min No. 20 M56 (0.0321 in., min bare metal thickness) steel or min BOTH SIDES OF 2 HOUR FIRE RATED BUILDINGS EQUIPPED W/ NFPA 13 OR GARAGE SLAB TEST#UL DES 0341 p U m No. 20 656 (0.036 In. thick) alv Steel or No. 20 M56 (0.033 in. thick) rimed Steel that provide. a Sound Structural Connection between RE515TANGE WALL A55EMBLY AND # o g p � p NFPA 13R SPRINKLER: 4 P.G.SLAB(MIN.3500 PSI GONG) W �j F'•-� Y OFFSET WALL I ACOUSTICAL PERFORMANCE = 5TG b0 > Steel 5tud5, and to adjacent o55embiie5 Such o5 a floor, ceiling, and/or other wa115. Attached to floor and ceiling a55emblie5 with Steel FIRE RETARDANT TREATED SHEATHING II II REINFORCEDwI1Nbxb,sonow M. W W w fasteners 5 aced not greater than 24 in. O.G. Studs Gross-braced with Stud framing at midhei ht where nece55ar for Clip attachment. Min AT 2 HOUR FIRE RATED RESISTANCE d ° TAMP a FILL TO 95SK DENSITY TEST#RAL-TL-88-350 0 Q p g g g y p 4-0 MIN. 4-O MIN. (1) #4 HORIZ.REBAR ° *5LOPE 6ARA6E SLAB DOWN 2' BASED ON 2x4 FRAME WITH MIN. 3" z o 3/4 in. Separation between Steel framing and area Separation wall. Finish rating has not been evaluated for Steel 5tud5. WALL A55EMBLY END 8" WIDE X FULL TOWARDS 6ARA6E DOOR MINERAL WOOL BATT AT EACH SIDE z E-+ 45 Steel 5tud5 -- A5 an alternate to Items 4 and 4A, for use In Configuration B only, not Shown) -- For Nonbearing Wall Rating Channel HEIGHT OF 2 HOUR FIRE RATED ° ° SECTION 1201.2 OF 2015 IBG- WALLS, w w 4 g y g g - 2 HR FIRE RESISTANCE RESISTANCE WALL A55EMBLY d PARTITIONS AND FLOOR/GEILING LU F--1 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 r 4 A55EMBLIE5 SEPARATING DWELLING UNIT5 C/') V/ int. OG. 5tud5 to be cut 3/8 to 3/4 in. Ie55 than a55embly height. Top and bottom tracks Shall be channel shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 .° i FROM EACH OTHER OR FROM PUBLIC OR ❑ w corrosion-protected steel, min width t0 accommodate stud Size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG - ° SERVICE AREAS SHALL HAVE A 5TG OF 50 max. Studs cross-braced with Stud framing at midheight where nece55ary for Clip attachment. Min 3/4 in. Separation between Steel framing and N.T.S. OFF-515T EXTERIOR WALLS a OR MORE. J area Separation wall. F finish rating has not been evaluated for Steel 5tud5. ° _ w F� (1)#4 HORIZ.REBAR® MID ° PROM DED STG-60 } 5. Gypsum Board -- Gia5sified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to TYPIGAL FRAME HALL,-- 2 HOUR FIRE RATED HEIGHT OF WALL STORY 9"m ANCHOR BOLTS (14" Zco RESISTANCE WALL A55EMBLY ° LONG + 3" HOOK,&" MIN w 5tud5 with 1-1/4 in. long Steel drywall nails Spaced 8 in. OG. Vertical Joints located over 5tud5. (Optional) Joints covered with paper tape and SHOWN HATCHED ° � ~ Q Joint compound. Nail heads covered with Joint compound. EMBEDMENT) OR ADHESIVE z p g g p Type, g UNIT UNIT 12 FOUNDATION WALL ON 24 x12 WASHER PL ® 'X 0/G. CURRENT FIRE CODE f) o o cn 2 in. wide with 2 in, and 2-1/4 in. le 5. GII 5 secured with T e 5 5crew5 515 in. Ion toANCHORS W/3X3 X�4 STANDARDS AND REDUCES SOUND TRANSFER W .......................... 6. Attachment Gli S -- Aluminum angle, 0.063 in. thick, ° 11 BETWEEN UNITS ,� A 4 "H" 5tud5 and with Type W 5crew5 1-1/4 in. long to wood framing through holes provided 1n clip. UNRATED WINDOWS P.G. FOOTING �� 11 AND DOORS ° C'� 6A. Clip placement (Item 6) for Separation walls up to 23 ft high. Space Giip5 a max of IO ft OG vertically between wood framing and H -r ; VT Cy 5tUd5. d 66. Clip placement (Item 6) for Separation walll5 up to 44 ft high. Space Giip5 o5 described in Item 6A for upper 24 ft. Remaining wall area below re uire5 cli 5 s aced a max 5 ft OG vertically between wood framing and "H" studs. c a P P 6G. Clip placement (Item 6) for separation wa1115 up to 66 ft high: Space clips o5 described in Item 6A for upper 24 ft. Space clips o5 HORIZONTAL #4 described in Item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires GIip5 Spaced a max of 40 in. OG vertically �44, between wood framingand "H" studs. 8" UNRATED SIDING (TVP) ° 7. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. stud nailed together with two Sin. long ° ' CODE SECTION 106.5 EXCEPTION #3 4'-0" MIN. 4'-0" MIIN. B NUMBER 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 BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: UNITS 18 in. OG. vertically. Inter5ection between partition wood 5tud5 to be flush with the 2 b 4 in. 5tud5. The wall partition wood Studs are to be GODS SECTION BUIL INGEPTION #2 2 HR FIRE RESISTANCE 2016023 y p y P FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKILERED BUILDINGS: 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 RE515TANGE WALL A55EMBLY END 8" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" w partition intersection per Stud cavity. Non-bearing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. ON BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL 5 C Q SHEET NUMBER 2 HR FIRE RESISTANCE WALL A55EMBLY (MODEL Bearing the UL Classification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 tZ RATED WALL ASSEMBLY DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336; 17 (MODEL C) Fn -FW- Lo5t Updated on 2010-10-27 N.T.S. AT FLUSH CONDITION TEST#RAL-TL-88-350; STC = GO W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED