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HomeMy WebLinkAbout43189-Z Town of Southold 8/19/2019 P.O.Box 1179 53095 Main Rd d,#� Southold,New York 11971 CERTIFICATE OF OCCUPANCY, No: 40628 Date: 8/19/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location,of Property: 24 Millstone Ln Unit 12, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/25/2018 pursuant to which Building Permit No. 43189 dated 11/1/2018 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 porches and attached two car garage as applied for. (Unit 12) r The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0066 6/12/2019 ELECTRICAL CERTIFICATE NO. 431$9 8/15/2019 PLUMBERS CERTIFICATION DATED 8/7/2019 All fo lumbing Cont. Inc. ut o ' e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy.,.. 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#: 43189 Date: 11/1/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & planning approvals. (Unit 12, B-1 model) At premises located at: 24 Millstone Ln Unit 12, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-12 Pursuant to application dated 10/25/2018 and approved by the Building Inspector. To expire,on 5/2/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,704.80 CO -NEW DWELLING $50.00 Total: $1,754.80 Building nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in spteM contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requiremeti B. For existing buildings(prior to April 9, 1957)noii;06Aforming uses,or 661fAings ana "pre-existing"land uses: 1. Accurate survey of property showing all property lilies,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to,itigpect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasbtis therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00. Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: k"l- I Q fX 1 o � House No. Street HamletOwner or Owners of Property: �t�M 4D✓ P•QiV�o Suffolk County Tax Map Na 1000,Section a_ l' �� . 0 Block 0 1• Lot 1 Spbdivisio ��r� 1. " t�-� Filed Map. Lot:_ C __NPermit N . . I Date of Permit. Applicant: Health Dept. Approval:_ u i D I Underwriters Approval: Planning Board Approval: PJQ /7 Request,for: Temporary Certifi to Final Certificate: heck one Fee Submitted:$ pplicant Sign r CONSENT TO INSPECTION (�Ko✓b the undersigned, do(es)hereby state: Owners)Name(s) That the undersigned(is)(are)the owner(s of the prem sei e TAW? w of Southold, located.at a , which is hown and designated on the Suffolk County Tax Map as !strict 1000, Section �,�.01 Block _,Lot 6 'That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Buildi AInspaetor's Office for the f llowing; 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: i tore 1 01-46 (Print N e) (Signature) (Print Name) pC SOU�y®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 ® sean.devlin@town.southold.ny.us .�` y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address- 24 Millstone Ln Unit 12 city Cutchogue sr NY zip. 11935 Building Permit#: 43189 Section. 102.1 Block 1 Lot. 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Gas Duplec Recpt 41 Ceiling Fixtures 26 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 3 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 3 Recessed Fixtures 23 CO Detectors Sub Panel A/C Blower 1 Range Recpt 40A Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 31 Twist Lock Exit Fixtures Combo SD/CO 3 Other Equipment: Fridge, Micro, Hood, Washer/ Dryer, Oven, DW, Exhaust Fans-2 Notes Inspector Signature: Date: August 16, 2019 S Devlin-Cert Electrical Compliance Form As y �. Town Hall Annex ; M Telephone(631)765-1802 54375 Main Road '01 Fax(631)765-9502 P.O.Box 1179 , µ 0 Southold',NY 11971-0959 di'J��, i BUILDING DEPARTMENT 14 2019 AUG "' l,,;; CERTIFICATION Date: At_J e.I OAni 5 Building Permit No. t � I n Owner• �-� -O( lbw�lavhu�L-(,C (Please print) Plumber--A"� �LL�-fDo{ l���X.� Y1��I j �X1� n � (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (F&Wfibers Signature) Sworn to before me this day of CSO 2 ANM FIORITA Notary Public,State of New York Reg.No.0IFI6368364 Notary Public, StLA t County Qualified in Suffolk C u commission Expires, . OF So ti��a yO� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION 1%4:0`F UNDATION 1ST [ ] ROUGH PL13G. [ 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: ll� 1,y1� 0AA.," ( 10 UAILVSV r DATE INSPECTOR ho��OF SOUjyo� TOWN OF SOUTHOLD BUILDING DEPT. Nov,�' 765-1802 INSPECT ON [ ] FOUNDATION IST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rvwmirwy /K 4ir-i'd DATE INSPECTOR FSO hod*� UTy�lo * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECT ION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [, ] ELECTRICAL(ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REIiAARKS: iq kw tool/ �l � � TA s /_9 %O� • v�d J S .� DATE i 30 INSPECTOR %ZiO Of SOUTyo TOW"F SOUTH LD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ [� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ly • �aOF SopTyO # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 765-1802 INSPECTION , [ ] -FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL /Ifs) [ ] FIREPLACE & CHIMNEY( [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (o vw Scree QQ✓�. - 6t 6- ,- DATE �� INSPECTOR MECHAP41CAL 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 SSS AUG 1 4 2019 ` _117.31. TiI1- 20 Feldland Street, Bohemia, NY 11716 0 (631) 563-1298 • Fax: (631) 563-2954 Home Energy Rating Certificate Property HERS 24 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2019-08-06 Rating Number: MC112 24 Millstone Ln Registry ID: 066854153 1 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 51.6 $1190 61% General information Cooling 0.8 $40 2% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 11.0 $292 15% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 22.4 $403 21% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 85.8 $1941 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 98 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA ` v.=y- Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 J AUG 4 2019 Above Grade Walls R-21.0 Infiltration Rate Hr. Clg" 1225 CFM50 Foundation Walls R-13.0 Methodr dor Michael Fauci '��= ?.3, S_DO .3 a, q 10 ag AC Energy Testing Services LLC Lights and Appliance Features p 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: V71 71 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: 24 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-08-05 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❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes❑✓ No❑ Tyne: Furnace ✓❑Boiler❑Heat Pump Q Other❑ i z [!entinQ,Tvne s Draft Sin llaQe 3 S iSn IIaQe CO COs -Efficiency Fuel Tvne Circle T e ,_ - ascal orst Case- ' atural or`stfase (Natural) Rating:95.0 NOPDO❑E❑ NpN0MpS_0 NSA Pa. PassFail_❑ PassOFai10 N/APPM N/A ppM WateY HeateY Primary: Yes 0 Tie: Standard TankaIndirecd Tankless El Size: 75 0 Style Common Vent El No instantaneous❑Commercial (See Note.5 (Gallons) 4 Stand Alone Z✓ s a Venting Tvve 3 Dra 1' S in #e 11a#e Snilla�e(Natural)` CO CO E icieii - ,Fuel Tvne- _ (Circle Type) (Pascal)' , (Worse Case)—' _ (Worse Case) '05tural) EF: 0.69 N_❑✓ P❑O aE❑ N❑M❑S Z✓ N/A Pa. Pass Q✓ Fail❑ Pass❑✓Fail N/A PPM 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) PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal Z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: �- Date: 2019-08-06 -F Manual S Compliance Report Job: wrightsoft' Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com Project • • For: 24 Millstone Lane Cutchogue,NY1 1935 Coolin,9 Equipment Design Conditions Outdoor design DB 83.0°F Sensible gain: 14365 Btuh Entering coil DB: 75.7°F Outdoor design WB 71.0°F Latent gain: 2523 Btuh Entering coil WB 63.3°F Indoor design DB 75.0°F Total gain- 16888 Btuh Indoor RH 50% Estimated airflow 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type. Split AC Manufacturer Generic Model: SEER 16 Actual airflow 700 cfm Sensible capacity- 14700 Btuh 102%of load Latent capacity 6300 Btuh 250%of load Total capacity. 21000 Btuh 124%of load SHR. 70% Heating quipmeht Design Conditions Outdoor design DB 10 0°F Heat loss 29798 Btuh Entering cod DB: 63.37 Indoor design DB 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer: Generic Model. AFUE 92 Actual airflow 700 cfm Output capacity: 36800 Btuh 123%of load Temp rise- 0 °F Meets all requirements of ACCA Manual S -�-wrightsoft� March 26,2019 `,,,,,,„�,,,,,,,,,,,,�,,,,,� Right-Buda®Universal 2018 18 0 32 RSU20066 Page 1 /MA mor Model B1 MAN JSD1Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces- W _ Residential Plans Examiner Review Form A • — — • •. • Equipment, 15 Mar 09 PrCovI i gCoirxmuNreU Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets). Yes ❑ No ❑ Mechanical license. or MJ 1AE Form*(and supporting worksheets). Yes ❑ No ❑ OEM performance data(heating,cooling,blower). Yes ❑ No Building plan# Manual D Friction Rate Worksheet Yes ❑ No Duct distribution sketch -Yes E] No ❑ Home address(Street or Lot#,Block,Subdivision) 24 Millstone Lane Cutchogue,NY1 1935 Entire House HVAC LOAD CALCULATION ,0 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation Front Door faces West Indoor temperature 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 29798 Btuh Number of bedrooms 2 Conditioned floor area 3318 ft2 Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Root Grains difference 30 gr/Ib @50% RH Eave overhang depth- 10.0 ft Sensible heat gam* 16324 Btuh Internal shade none V. Blinds,drapes,etc Eave Latent heat gain 2867 Btuh Depth wmdow Total heat gain 19190 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION (IRC ,0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace ETuipment type SplitAC Heating cfm 700 Furnace,Heat pump,Boder,etc a Conditioner,Heat pump,etc Cool ng cfm 700 Model Generic Model Generic Static pressure 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output Capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION •I Design airflow 700 cfm Longest supply duct 200 ft Duct Materials Used Equipment design ESP 0 60 in H2O Longest return duct 171 ft Trunk duct Sheet metal Total device pressure losses -0 6 in H2O Total effective length(TEL)* 371 ft Available static pressure(ASP): 0 01 In H2O Friction rate: 0 003 in/100ft Branch duct Round flex metal Friction Rate=ASP,(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name Contractor's signature: Date Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist '�'W Igh#sQft` RI ht-Suite®Universal 2018 18 0 32 RSU20066 Load Short FJob: -�- wrightsoft, Form Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfmo@energytestingservices com Project • • For 24 Millstone Lane Cutchogue,NY11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/ 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/983 cfm Dally range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12 8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0 027 cfm/Btuh Air flow factor 0 050 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 2 205 1594 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8 3 M bath 109 1805 538 48 27 M bed 417 5429 2576 145 130 CL 10 0 0 0 0 Foyer 75 1020 323 27 16 Mud 44 436 140 12 7 Kitchen 145 219 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216 4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk wrightsofta March 26,2019 �+, ,� .,, Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 XCA mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Stair 0 43 246 12 7 1 Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 Equip. @ 088 RSM 12641 Latent cooling 2523 TOTALS 3318 29798 15164 700 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, March 26,2019 Right-Su te®Universal 2018 18 0 32 RSU20066 Page 2 �C� mor Model B1 MAN JSD1Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Pro Job: ect Summa -��- wrightsoft® � � Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfmo@energytestingservices cam Project • • For 24 Millstone Lane Cutchogue,NY11935 Notes: Design Inform- • Weather: Suffolk Co Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 of Outside db 83 °F Inside db 68 of Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3544 Btuh Central vent(56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data n Rate/swing multiplier 088 Infiltration Equipment sensible load 12641 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /1 Pressure/AVF 50 Pa/983 cfm Structure 1376 Btuh Ducts 0 Btuh Central vent(56 cfm) 1147 Btuh Heating Cooling Outside air Area(ft') 3318 3318 Equipment latent load 2523 Btuh Volume(ft') 19660 19660 Air changes/hour 025 Oil Equipment Total Load(Sen+Lat) 15164 Btuh Equiv AVF(cfm) 83 38 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12 8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0 027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrigF�tsofft March 26,2019 ^� ,. '�...:.w«=.�-.-, Right-Swte®Universal 2018 18 0 32 RSU20066 Pagel .4C� mar Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W N ' Level 2 x`150 cfm 9,111 cfm K79 cfm Living Breakfast Bed 2 adiab Great room Ktchen 3 cfm �98 cfm 101 cfm Bath 2 �7 L33 cfm Mud K 1 f n Laundry Foyer �3P� CL T9 cfm Broan Exhaust Stair 2 Fan Model L150 K 10 cfrr 56 CFM Energy Star Contmous User Timer �p M bath 9`58 cfm Garage 8174 cfm M bed Job#: Energy Testing Services LLC Scale 1 . 97 Performed by Energy Testing Services... Page 1 1648-A Locust Ave RightSude®Universal 2018 24 Millstone Lane Cutchogue,NY11935 Bohemia,NY 11716 18 0 32 RSU20066 Phone 631-244-2627 March 26,2019 r b delfino@energytestingservices com N JSD1Rimor Model B1 MAN JSD N NV 7� Level 1 o ' 10x 16 1217 cfm 8 ' 1 225 cfm adiaba 0 14 9' Y 9' 26 Bsmnt 26"1 26x16 Makeup air 56 CFM 4.1 Skutlle Model 2161 /� %5 12 x 16 Itri Stair 0 4 8 cfm 1 Job#: Energy Testing Services LLC Scale- 1 - 97 Performed by Energy Testing Services... Page 2 1648-A Locust Ave Rig htS wte®Universal 2018 24 Millstone Lane Cutchogue,NY11935 Bohemia,NY 11716 18 0 32 RSU20066 Phone 631-244-2627 March 26,2019 r b delfino@energytestingservices com N JSD\Rimor Model 131 MAN JSD Duct System SJob. -�- wrightsoW emummary Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone-631-244-2627 Email.r b delfino@energytestmgservices com Project • • For 24 Millstone Lane Cutchogue,NY11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 059 in H2O 059 in H2O Available static pressure 0 01 in H2O 0 01 in H2O Supply/return available pressure 0.005/0.005 in H2O 0.005/0.005 in H2O Lowest friction rate 0.003 in/100ft 0 003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length(TEL) 371 ft • • ■ ' • Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln(ft) Ln (ft) Trunk Bed 2 C' 1311 51 79 0.003 8 0 Ox 0 MtFx 42 3 140.0 st2 Breakfast c 1833 51 111 0.003 100 OX 0 MtFx 34 0 160.0 st2A Bsmnt h 6787 217 46 0 003 14.0 Ox 0 MtFx 32 0 130.0 st2 Foyer h 1020 33 20 0 003 5.0 Ox 0 MtFx 9 3 165.0 st2 Great room c 1614 61 98 0 003 9 0 OX 0 MtFx 17.5 1500 st2 Kitchen c 1676 7 101 0 003 9.0 Ox 0 MtFx 17.3 160.0 st2 Laundry c 524 10 32 0 003 5.0 Ox 0 MtFx 250 1750 SO Lav h 287 9 2 0.003 40 OX 0 MtFx 150 1650 st1 Living c 2478 139 150 0.003 100 Ox 0 MtFx 305 150.0 st2A M bath h 1805 58 33 0 003 70 Ox 0 MtFx 213 1400 st1 M bed h 5429 174 156 0 003 120 Ox 0 MtFx 303 1300 st1 Mud h 436 14 9 0.003 40 Ox 0 MtFx 188 1750 st2 Stair h 246 8 1 0.003 4.0 Ox MtFx 15.0 150.0 st1 Stair h 307 10 3 0 003 4.0 OX 0 MtFx 115 160.0 st1 ® • r6nk 66611'Uble Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 189 261 0 003 235 171 16 x 10 ShtMetl st2 st2 Peak AVF 572 614 0 003 213 236 16 x 26 ShtMetl st1 Peak AVF 268 226 0 003 201 17.4 16 x 12 ShtMetl Bold/italic values have been manually overridden wrilghtsoft' March 26,201 s .,.�,a.,,,,,,,m.,,,„,,,.,�,,� Right-SudeO Universal 2018 18 0 32 RSU20066 Page 1 ) mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W 'a Return • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat[ Trunk rb2 Ox 0 615 793 170.5 0.003 215 260 Ox 0 MtFx rt1 rb3 Ox 0 225 47 1383 0.003 210 140 Ox 0 MtFx rt1A TableReturn Trunk Detail Trunk Htg Clg Design Veloc Dlam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 225 47 0 003 210 140 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0 003 228 26.0 0 x 0 ShtMetl wright5®ftm March 26,2019 ^1 aM,,,,,, ,,,,,,,,,,�„i„,� Right-Suite®Universal 2018 18 0 32 RSU20066 page 2 jMk mor Model B1 MAN JSD1Rimor Model 81 MAN JSD rup Calc=MJ8 Front Door faces W GRCI-I ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.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 12 -Permit#43189 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. Resp lly ubmitted, 'C�RED Ah'C - \��ogERT � Glen h rveny, A. LEED AP Prin 1 (P �-k '9023810 Q T�OF NE�y AUG 1 4 2019 �: r f� �.a'' n-,,,�,_x•y ,�ca ..ter„�:.;z ;� ;--'�'•'.,,,P�'-:vbi i r�`r. Sr;t,^'as :3. ::'2 �i-u -�.� - .- � .,k $ _ ' ;L CRCH ARCHITECTURE PC 37754 EXPRESS DRIVE SOUTH .SUIT E 202 ISI.ANDIA. IVY 19749 wwW.GRCHARCHITECTURE.COM 8643395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %” (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, j�ef f y f lT �� ? `�� �L �C1 L: 1 i t Mfr t�2 �1 Glen Chery y IA, LEER P v Principal 1� AUG 1 4 2019 '-_�✓ N �'9X 02381e Q� ' u r;; _;'r FOF NE�`l r" 1 f APPLICANT S.C.T.M.# 1000 �r� A (Property Owner,Design Ptoressional,Agent,Contractor,Other) --e.- O'OSU � CATER 236 toe Bi 33.7 STOR A-�TER FINAL, NAME: '7'ielJR r�('A Section ock Lot '' X31 Co7PS '24,rsh` Date: f� sol , INSPEC'1!'ION REPORT F011 _, ' COMPLETED_ Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITE WORK TO RE COMPIIETED _YE NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls (_,(�•�' b. ,Limits of Clearing•& Area of Proposed Land Disturbance. (_�-� AcR we N'f L'r� 'g �� 1 c. Condition of,Stockpiled Soils. d. Verification of Size&Depth of Leaching Pools. e. Verification,of Drain Pipe'Installation/Concrete'Parging. 2RMWI ,E[Z_ Ala! f., Driveway Installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property Iii _ f d!V (t _ ' 1�I � �C, ^ Inspection of'Gutter& Leader System-Drainage Piping 1 � i. Instalation of proposed Swimming Pool and discharge ring. =-T= V (�$ {� ( � EDD !i J. Inspection,of Construction Entrance/Staging•Area(s. ( � _ k. Location of proposed concrete washout area(s). (��I ]]I�_ - ,T5o r �►ero` A I"ihal Irisocciion Revoet must be completed ririor to i:auance or Certificate or Occui�aticy. The applicant has three npi forts for certiricatitm of dratimg installations ,. �k OP'T'ION": 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. " OP'T'ION":2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. l OPTION 3- Site inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. f 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. i TOS Review NOTES TOS Review NOTES OF G 4 9 f ****FOR ENGINEERI u DEPART •NT USE ONLY**** Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Npies;, lfiQve Q. -; Approved By: — — — — — - - --- - - — — — — — — — - - - moi: _�: r Stormwater Management Plan Installation has beenVVIH ` Date: 7 g Inspection, Completed& Approved by the Engineering Department. FORM " SWCP 'nspection,Report Form-TOS October 2014 o AMOUAL fog ALL41TS"cl T kl 1 011♦�'3ftCIE LOCATION: _ 1l�TQx ADDRESS: P.O.Boz 1179 Town Hall Annex �r�r' � ' "a ;.,.`w Southold,NY 11971 54375 State Route 25 '' , ` €F (cor.Main Rd.&Youngs Ave.)) ' 631765-1939 Telephone-- Southold, .�oatfl�flflt®wnaY9v AUG 1 4 2019 IP ATG]BOARD OFFI CIE TOWN OF SOUTHOLD July 16, 2019 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, ICY 11935 Re: Site Plsn InSP80t''00n for cerfifacates of occupancy Units 9 through 12 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# 9— 12 of the above- referenced Residential Site Plan have been completed based on submitted materials and the site inspection made on July 12, 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 four (4) units_ Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, a c)ac�- Donald J. Wilnenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager COMNIENTS FOUNDATION(IST) F21,01M �l ' , ► A1, ' - ENERGYMW *UN" INSULATIONPE -' ► " ADDITIONAL COMMENTS AM FAM W O � i ► /.�._�J WAVAWO I'l MA r - - s: TOWN-OE;"SHUT IVcOLIi t - Bt3ILDIItiiz'FES"vt�IT t1PM �TIOi-I-:CHE�K DIST -BUILDING DEPARTMENT ,:,94yo4liaveior need the following,befoteappl}irig? TOWN HALL Board,ofHealth SOUTHOLD,-NY 11971= - 4'sets-ofBuilding Plans- TEL lans-. - TEL: (631)765-1502 Planning Board approval FAX: (631) 765-9502 Suryey 'PER Southoldtownny.gov x .- �' IVIIT IhO. `" - - - =Check-- 'Septic Form _ N.Y.S--M.E.C. - _ Trusiees - C.O.Application-- - ' Q(__ u V- FIood Permit Examined 20 D ,,� u v Single&:Separate ,,,---,,, D Truss Identification Form OCT 2 5 ZO1 S` <- _ storm-waterer,sessment Form- _ ' Contact: Y M� Approved. 20—[_' i• = 'Mail fo: �_•� :�d ! �� - �T�� - .�1.1•��ai v� Disapproved a/c TO-VVN �H•OLB O te_ 14 1143,E - Phone: 7 �6 Expiration 20 spector - -APPLICATION FOR BUILDING,PFJOW-1 - Date - ® 20� INSTRUCTIONS -a.This-application.MUST.be completely-filled in by typewriter or in ink and submitted to the-Building'Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing-location of lot and.of_buildings on premises;relationship.to;adjoiniilg prernises.br public streets-or areas,and waterways. c.The work covered by this application may not be commenced before.issuance-of Building Permit. - d. Upon approval ofthis application,the Building Inspector will issue a Building Pen-nit to the applicanf.Such a_permit shall be kept on the premises available-for inspection-throughout the work. e.No building shall be occupied;or.used irtwhole or in par#-far any_purpose what sfl ever until the Building Inspector ..,J ': t...i..�l. r_S-Y ii.•F`iF/:E.S t- issues.a Certificate of Occupancy. 4 Every-i)lit ling permit shad expire if the W6ik-'auth6ffzdif has not-carrlrimenced-wiNni 12 montlis after the-date of :Y .= ,issuance`-,has-no€'-been completed wathln:I$=moat is rotn such date.If no-zoning-arnendrdents-pr other-regulations affecting the property have beer,-enacted in the interim,the Building Inspectormay auth rte,-in-�vritin&lii=extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE-to the BuildingDepartmtnt-for the issuance of a8uilding Permit pursuant to the Building Zone Ordinance of the Town ofSouthold!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,hous_ing code,-and._regulations,-and,to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or n e,if a corporatiort) r (Mailing address of ap licant) State whether applicant is owner,lessee,`agent;architect,engineer, general contractor,electrician,plumber or builder Name of owner of premises �!tMO K btudctjeAzz�_L� t•_ (As on the.t4x roll or latest.deed) If applicant is a torpor i n,signatur o duly a th 'zed offic r B , h� t lav '�'i (Name and title of corp ate officer) - Builders License No. - Plumbers License No. Electricians,L-icense No. Other Trade's License No. - - 1, Location of land on which proposed work will be done: House Number Street, Hamlet County Tax Nlap No:-1=000- Section, 'c� -^ ''•Bld'ck __ __.. O-�- _ Lot- "0 1 t ,- . r•ti i�..J4'tV i�Ni;'t�.J_a.r\IE-.•/ .�1:.11 � el—� 1t ..•/` �c`a:ii,)�•_ .�.1_� ftJ4;�`t�l - - fn.•t Subdivision 4�V1/ �® Filed Map No. T Lot I- (6(60 t4po� - _ _ 9 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existinj use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building �—Addition Alteration Repair Removal Demolition -Other Work �= (Description) 4. Estimated Cost a 9 v _ LJ V E,e,,e_' _ t 'jobe paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling,n' its on each floor -.If garage,nurgber of cars ;;Z dal--- ' 6. if l5usiness, commercial.or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-ofexisiing structures, if any:Front Rear Depth Height Number of Stories ? `. Dimensions of same structure with alterations or"additioris: Front Rear ,Depth Height Number of.Stories 8. Dimensions of entire news construction: FrontI L7 D 1 D I I Rearms rC� 11 Depth 1 (f_ r Height 1,5 Number of Stories I SLI fAse=ex-,-f 9, Size of lot: Front Rear L Depth 10. Date of Purchase Name of_Former Owner I L Zone or use district in,which premises.are-situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot,be re-Graded? YES z/NO Will•excess fill be removed from premises? YES NO . . � - � fag,,®✓D �� P.o .�� R�>� 14. Names of Owner of premises e-L-C, Address C` t4Phone No. /78--;Z-" -7 Name of Architect r4Ctf Address -TSa l� Phone No 046q — 4� Name of'Contractor $ 44 666 , Address f Phone No., r—/--- 15 a. Is,this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO x IF YES, SOUTHOLD TOWN TRUSTEES-&D.E.C.PERMITS NIAY'BE REQ-kRED. b. Is this property within 300 feet of a tidal wetland? YES NO C/ IF YES, D.E.C. PERMITS MAYBE REQUIRED. 16 Provide survey,to scale,with accurate�foundation plan and distances to property-lines. 17. If elevation at any-point on property is at 10.feet or below, must provide topographical to on survey. ''1-8. Are there any covenants and restricfions with respect to this property? * YES �t0 IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY O �'1 ✓ �� being•duly sworn;deposes and says that(s)he is the applicant (Name of individual sign i contract)above named, . (S)He is the �j = (Contra r,Agent,Corporate.Officer,etc,) of said owner or owners,and is duly authorized to-pertornn or have performed the said work_and to make and file this application: ,that all statements'contained in this application are true to the best of his knowleda and belief,and that,the work will be performed in the manner set-forth in the application filed therewith. Sworn to Before-me this • Yr, 0�5`� d of, D:kU0 LAamL- : 9'., X01 TRACE Notary Public = NOTARY PUBLIC,STATE 6F Y a f. pplicant NO.01 DW6306900 QUALIFIED IN�SUFFOLK COUNTY SAMMISSION'EXPIRES JUNE 30, JAN 1 1 2019 D Fat D LDEPARTMENT- Electrical Inspector O TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 OF sou-j�JICILD- Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(a_)town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION ]A REQUESTED'BY:""' _ _r t.ekDate: - JI Company Name: IName: 6/e4: License No.: email:H E / Address: f-/.o .- box' q'74 KiVe—,e -HY- //q4/ Phone No.: SITE INFORMATION: (All lnfqrmatio-P Required) Name: flar�al r6 �yk 12 _6:�"l 1 Address: N1 W-V_b ut, ION 16-u- C CkA(A-11,1 Cross Street: rl Phone No.: OIZ6 7 Bidg.Permit erneffl: ITax Map District: 1000 Section: /04 Block: 1. 00Lot: (NQ BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y 7 NO Rough In Final Do you need a Temp Certificate?: /YEV NO Issued On Temp Information" (All information reguired) FS , * a 3 Ph 'Size: IS'& A # Meters 'Old Meter# New Servi Fire Reconnect- Flood Reconnect - Service Reconnected - Underground -Overhead # un'dFerground Lateral!C 1 )2 H Frame Pole Work done on Service? Y -N Additional,Information: 4 IV_9f 0 PAYMENT DUE WITH APPLICATION C) &G<Y) 4 Request for Inspection FormAs ell % Town Hall Annex 765 Telephone(631), -1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 ""ft0i1 ' Southold, NY 11971-0959 0. 4f4 �4 PUY BUILDIN tit RTW d,16.0',b NOTifILIZATION OF TRU Ea U&ION. PRE- 1,hE D T R C04STRUCTION 00 TION ge -,2v, Date:' 1. - _K'r"" OwneW Ing MM rty: wl-K oca.Q.1"Offi- L lope V iv"*�,WI; R, Aff :;,,once Plea that thy` Mica T I commerdR Irtu �&Ition to eXi ` ` , sid Ivall 431 Eibjlit4Up rclal or resid cture Qs e *il erty reference ' e ns SUM eferen 0, N to be §0 (chec �trucfion T TT �ZD C'� bal Pre-eta .9a construction (PW) 'W ,,pber con 'W' 154 in the following location(s) (che'q �a joor framing, includirj giia8a Roof framing (R) Floor,and roof.f In F IJ Signa v rd 'f tz MR K Capacity (check applicable line): � 'fur .3 D 1 '0 R, Owner re' presentativeM' ' N Ar TrussReq15.docx Effective 111/2015 sa A, 1901.44' (DEED) 1904.80' (ACTUAL) /--PROPOSED MULCHED NATURE TRAIL NATURAL BUFFER (TO BE ROUTED AROUND EXISTING TREES WITHIN NATURAL AREA); • rrrrrr ,rrrrr �rN�—._ ' rrrrrrr✓ rr r ✓r rrrrrr rrrrrr ✓rr r1rr/rrrrrrrrrJ , 50 BUFFER r✓ rr r� I —` 75' BUILDING SETBACK PROPOSED COVERED 14' x 20' 16.7' PATIO (TYP.) 14 B 13 12 11 B-1 B� B1 z 10 9 EN EN {u on � H..tits'Y f R 'jiff a�.,�i, �i� �'�i• •• J�` "6miz �`C`}�I�iFS��ti 'y'•�IAIt,.`S. i�1,,�1' 9 i y"`.e,��r`Y^ d'^k�'a.,•�ti{ ��.p � �„�� � '�• �1 TAA{r`,,?j�,'I,t;'+a L,,-, � /� 8 4'1'+f" ^+ nr;'letSC Yai; "t�F�a �lz�r�a ro`4F a zQ <tgt r� �r• iroN {. ��;�;,"��'�:,J. � .L �. "' g� # E�F t �':$i a S�&,�k'.�,x'�fJ�� ', •_.�`'���>,�r�5y� aY'V 4r.+�..- '�>?a° ,d>'�'�,�`, Fir �; 'F'V��. .1fi' o ,'y'r A,�r �• 2 i�l', �' 4a"�'�`'v f`?'�k.•,�, �'�F �+d _ /?� �, { , r r ;f ;s a. e„• a' c iz M F s � swlF• k. ,J,'' `} .` srr •�'?HJ I 7', ,a •'�.!'-.•' �. •+,•,,,.•�; i^", �,.�„t�:�� 1 •i $L4 R 4a'Y �C,vz'� 1 5$1 �� c, r.,r., YD TYPE'B—D aC, r 'ft, �' akKnl4•,z RAMP' ,� �'R7-1 RD' `�€ F�',, � � . ”, �°>,. ' :a,i-.;,•�.. i>tl�ry'Sifu6l�j ` O 04 ^;i,y h TYPE B—D '„ I t N3 '}� I '� fi RAMP hy';, •,, F, �fi fNCO/ '*-” I1' 2 y r R7—XR ' •��i4iy �1 RO r 'r�, <4"yl t"" ny r,., PIPE SHALL BE- 15- 'CPP--WITH"KSL'•UPE UF U%- 0 ! STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS i FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. VECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 3E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. BE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH THE BOTTOM WATER MAIN TO BE 10" WITH 6;" HYDRANT 0 OCOVER:LALLTWATER MAINSSIX INCHESBELOW SHALL BE OTHE MINIMUM DEPTH SERVICE CONNECTIONS TO BE 1". OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING: / WER/DRAINAGE LINES. BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE PROVIDED REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED IINIMUM SEPARATION OF 20 FEET FROM SANITARYO PREVENT MOVEMENT. ' ALL DRA'S AND DRYWELLS.' T 41NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: -ERVICES TO BE INSTALLED BY PSE&G AND o PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC SHALL BE PRESSURE TESTED AND, LEAKAGE TESTED IN ACCORDANCE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET WITH THE LATEST EDITION OF AWWA STANDARD C600. TION FROM ALL SANITARY APPURTENANCES. DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST Z/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A REVISION, EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE . BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IONTRACTOR SHALL ENSURE ALL CROSSING SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT T DURING CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS S TO MAINTAIN ALL REQUIRED VERTICAL REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. j Habitable Garage AreaHarvest Pointe at Unit Numbers Area (SF) , (SF) Total (SF) 77-124 4 1,999 486 2,485 Cutch 0 g u e 1,3,8,10,12,14, Cutchogue, New York 21,23,26,27,291 1,599 363 1,962 Town of Southold 1,33,36,39,41,45 5,47,49,50,52,54, Date Appvd. No -Revision , 58, 59,68,72, 76 13 TOWN/SCDHS REVISIONS 7/28/17 AVL f i 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 4/22/17 AVL 1 5,28,30,32,35,38, 1_,599 363 1,962 1 SCDH REVISIONS ),42,44,48,51,53,: 10 REVISED PHASING PLAN PER TOWN4/6!17 AVL s. _7-,6G-,62t64-,66,70J$- –--- �� g –– TOWN REVtSiONS- 3127/17 =. AVL 73,74175 _ , -- 3/9/17 AVL 8 SCDH REVISIONS ,y r` .` t �F14Ck9,'`b 4 7 34 37 43 55, �:,- �`.>: �;�� � ��• r� �. �_.= '�.?':• �; ;�� 599 1,979 F�? ^� " Sk ," =ry� t1.s77r i i1,63,65,67,69,71 1, 380 _ P�.`x'."'•r�.W;•�,,.'����'.�.c`�.-� "s.� � issued for Date j 15,16,17,181,999 408 2,407 July 10, 2015 N/A 6,188 N/A 6,188 SCTM: 1000-102-01-33.3 DravAng Tittle �,Overall SC® utifity Plan ' . HSA royal LAPPROVED 'OEPAf�' U09 OF 6�P SERVICES APPROVAL OF f UC o�3 t=IJn A ; TF p Y RESIDENCE ONLY j2/dDrawing Number IMUM OF.Uo—� S p,'tlREE YEARS FROM DATE OF APPROVAL ee 0 V. � 01 . r_ M n I -Sheet of iT-_• ,, �( 9 28� � 90FliS SFONP .` i Project Number 29305.00 SCDHS Reference # C10-06-0013 i 9 ..y NOTES THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ZALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ca THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION U COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED J 27 6, SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY O OC155.5' 15,0' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS O .n- . 6 1' O 10 0' 9 5' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 0 w o 0 2.7' N N a 10 2' Or 0•g' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE _ iL CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, d' !� N 3 2, 0,8' SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 2 0' M , a— OTHER THAN VISIBLE PERMANENT STRUCTURES f' 150, 2.7' W J II Z COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS S � RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY IT 59 000'54" O 0 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 2.3' O Q N IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN UP _ PERMISSION OF THE SURVEYOR I I, 37.33' Q _—— —__ THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL W O � Z 2 3' PURPOSE AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER O K 0 rt c+') O pOL m O 11 11 2-0, LL LL N v O / 10 r z- (/) o p 15.0' 'iS64-11,53"VV 2- 082.71 p cam+ 27.6' 6. ih 31' o 0 5 3.2T o7 14.8' N N 0.8' uo�do-hot) L4 O. c+iV .6�4 8 Q)* 15 0' 2.7' cYj� f�6Q�7Qf 1 � v W D S 65026'53" E : I C JAN - 2 2019 49.54' col r` U) R=275.00' 167.99' (ACTUAL) N 1UmDRj(- L=77.85' _ _ -- TOWN OF SOUMULD Q S I W S52°55'20"W 0 m�G W o o 0 LO L6 o I 7 N j I M 12-19-2018 FOUNDATION LOCATION TOWN OF FOUNDATION AS-CONSTRUCTED SURVEY FOR S 40052'38" E m m U) SOUTHOLD UNITS 11-12 UNIT DESIGNATION MAP OF 25.43' I HARVEST POINTE CONDOMINIUM 1 S52°55'20"W OF R� FILE NO.: 471 FILED January 09, 2018 I .�� �y r / — SITUATED AT 19.37 �r/�— — --)-- — — �`� �DAVIDaO�A�®�� CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.0 T M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 11&12 Z W itLL Si►e U- w SCHOOL HOUSE LANEF € NELSON & POPE U) M f ® ENGINEERS & SURVEYORS �S X0.0502'\ �� =-� 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 F® PHONE(631)427-5665 FAX(631)427-5620 SLA D "" ` `" WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 c 1"=30' DATE: 04-20-18 PROJECT NO.: 00026 -14iZ� - GIN All NOTES. HE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM HE STRUCTURES TO HE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND HEREFORE ARE NOT INTENDED TO GUIDE HE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY PERSON,UNLESS HE IS ACTING UNDER HE DIRECTION OF A LICENSED E•BOX PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF C BOX 13 AN REM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,HE ®® ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO HE ITEM HIS SEAL AND HE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND HE DATE OF SUCH DI CONC WALK wO ALTERATION,AND A SPECIFIC DESCRIPTION OF HE ALTERATION m SLATE COPIES OF THIS SURVEY MAP NOT BEARING HE LAND SURVEYOR'S BLUE INKED J 0 Wsv ED ¢¢ww 276' `� 5.5' �A/C UNIT SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY m (9—jt— 6,1' 0 10.0' to NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS pp `— W� ty O p 9'S' W W OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED N cV a1 Ow � 10 2' N N Uy PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 0_ m � OZO CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, _ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS W 0 U BASE pR 2.)'- W —1 Z 2 3' O W OTHER THAN VISIBLE PERMANENT STRUCTURES L(� LU wi6� E � a Q ° BORDERER � ccCD f W COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALLRIGHTS O m S DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 59 0054"W W N ui RECORDING OR BYIS RESERVED NO RANY OTHT OF ER MEANS, R STORED,PROCESSED OR TRANSMITTED L� 37- 2 3' C7 � N CV U N IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 07 0 33 ____L-U_U LL W PERMISSION OF THE SURVEYOR v! o O Dr0 u! 'J..1 j-Q— ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT v' O RIVE BASE b 0 ILL LL, D:— 2.3' SHOWN J v- 1< WAVE E W/8" of I ly�, CO J M R BORDER Q W C owSV 11 2.0' __�I N N Tyo:WELL, C �t 10,1' v / ~ 33 27,r eo0 ci w 2.3' w w Q�w 0) o 00 `w S64 11' L'`L'� 2�.s' M61, a Nor zo 0 MN DI W M N 14.8' 6 4 8 U�U /� �CO� CONC.WALK SOZ LATE �A/C a W UNIT _ OCT 2 1 2019 �Of NEVV J Gj X01. j I o �px'VID S 65026'53„ E <. y 'A 49.54' I ti r '' ��°®e z R=275.00' U) �O L=77.85' 167.99' (ACTUAL) CD I � -OO r— – – – - – N �� 0 050213 J�J Z= I W S52055'20"W LAND 5 m�G w o o N ° 1.3 TOWN OF 12-19-2018 FOUNDATION LOCATION FINAL SURVEY FOR S 40052'38" E m m I WSOUTHOLD 0417-2019 FINAL SURVEY UNITS 11-12 UNIT DESIGNATION MAP OF 25.43' HARVEST POINTE CONDOMINIUM 1 S52055'20"W I FILE NO.:471 FILED January 09, 2018 19.37' — — _L— _ _ SITUATED AT I CUTCHOGUE Cq E- � TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK KW S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 11&12 SCHOOL HOUSE LANE - NELSON & POPE C7 U) ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 I PHONE(631)427-5665 FAX(631)427-5620 I _._ WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALSURVEYI SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 04-20-18 PROJECT NO.: 00026 1"=30' I • I I p Iw DI I I } Y t9 G ® w0 E E NOTES: O i THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ") A/C UNIT W U W 27 6' ❑ PROPERTY LINES ARE FORA SPECIFIC PURPOSE AND USE AND THEREFORE ARE C iti I � � � NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, :;' 7 WATER ,� N 6 1, 0 1Q•Q• 5 5' I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION SERVICE .- 9.5' o W N e- N O S C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, (0 Iw 10,2, ~ N N o) a l9 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY cn J o j i I R/O ➢lw 0 .0 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED V, I W I C PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF Z 2.3' a 0 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE W W W ING w 2.o,-----W I U O Z U I U) THALTER NOTATION!ALTERED B EER DSURVEYOR SHALL AFFIX TO THEFOL OWED BY HIS S GNATUREAND THE DA OF EM HIS SEAL SUCH qU' z > Tn 0 O ® ALTERATION.AND A SPECIFIC DESCRIPTION OFTHE ALTERATION LLI Q _ oN j m 0}}' Q p,�j g Uj� N ..•��.. - - COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED - Q t1 Z <rF- U aj ® _ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY w 2.3' C7 I '5 c o - Z ZN U. ®v °a3° a- -_IT W(/� U N U N co LL a O 1-F� ® LU CO O LLI NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS +� LU 0X '` y OR RIGHT OF WAYS.IF ANYlNOT SHOWN ARE NOT CERTIFIED 2'31 9� �j' 0) �e�LILT' UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 0 Z Z 33' n, as � AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE —I O x a�� N )•cv y 03 � �- (�m = ��8 q Q� - ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN s 2'0, 0 I W O N N U N ?N 2N Q ®� N` g PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED m 0. TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS co Q THEREANY GUARANTEETHAT ALL EXISTING UTILITIESARE SHOWN ONTHIS MAP. 41 /� F����� 10,1. eT e�j TYP R E$ u, ® ®� CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR / i- WIN• l� LL >` a- FURTHER DESIGN / O � Y- 2.31 � toy � PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE DI o) 1 �' �' S� <Y)N '� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES, D 27.6' co B.1' O O e-- R/U 0 �' � " i SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ® m N 14,8• NN 'hN 0 0 _ 0 0 OTHER THAN VISIBLE PERMANENT STRUCTURES M V. D\ O '6'4 8 '� M 0 CL COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS Z / (Jj �/ ❑ VUJ ® ` RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 41/ / m A/C UNIT /er 0 /I 0 w M RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 4ijGly Q` �p IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ,� Q m 1^ QCVh� y6a+ PERMISSION OF THE SURVEYOR X40 q/L^tJ CONT '�a ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT / W o• j s.2, aS /VITO 00 ROS y SHOWN [O S�s� Z js tq• 1 j 1, F ® '� ALL SANITARY PIPING 4'SDR-35,TYPICAL c N 6Q.41� 2, N N 2 i y Qg SANITARY SYSTEM AS-BUILT TABLE CD J� a��, INP hN oa STRUCTURE NAME TIE A TIE B 420oIa = ?N4 . UNITS#10,11&12 21' Sr ca� 0uo "' �a'03 ' 30.0' 9 = ST-1 66.5 o ST-2 68.9' 35.7'4 Olo 9/, sF wAr O CO� N y �� LP 78.7' 50.1' / CD W\CF Q f '• {. i' J>`I S'i ( � }',:._, ���� ,n' 3 / W OS 4Q, C9 / c �Oc 20' (yGpR��$S �I 1 I r��"��' ]� +.fir ��� 1`I '�sizk�wr A ` ®F NEtV p hcvco h y ? p , I �'L� sl c 4 J 3 0' Q b V0, 0 I / s T61 o a�a.N.a AUG 1 4 2019 cj_zN pq�LLJ��"tly� �?®q^�tl`6E`'ILT11% / G O U�� h 113' Iv '� oq ^ 4,ZS 7r`F,gr'L-`-• F.-�j `+Np}S'Ll�ln`-Yl�l;�P�/r's��i.t Ud-.��'e -_ _}� I Z / / N ^ O �pSp I Fit :•l�a� ��3°�c (i1 C) / �, SS 62' F 1YpSyl�,•�Fi 1L)wt i- s: a 311T,ig I::.il � % -VIC -4 i 5021'6 a'"3ti I L A zf /y� i 11-08-2018 FOUNDATION LOCATION (� / / y 6 SANITARY A -CO STRUCTED SURVEY FOR /� 03-14-2019 SANITARY SURVEY UNITS 10- U IT DESIGNATION MAP OF 5 ^Q�r 03-252019 REVISED SANITARY HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FL.AREA S C.T.M DISTRICT 1000,SECTION 102.01,BLOCK 0100•LOTS 9.10.11 812 10 R10-17-0064 1,599 S.F. 363 S.F. 1,962 S.F. / _ 'p S-71 - NELSON & POPE 11 R10-17-0065 1,599 S.F. 363 S.F. 1,962 S.F. ENGINEERS & SURVEYORS 12 R10-17-0066 1,599 S.F. 363 S.F. 1,962 S.F. 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDMDUALS00026_I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I 1"=30' f( DATE: 03-25-19 PROJECT NO.: 00026 I Un i 4-s 11 Zroad l DO NOT PROCEED WITH FRAINING UNTIL SURVEY OF FOUNDATION LOCATION PLUMBER CERTIFICATION HAS BEEN APPROV0ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC} APPR VED AS NOTED SOLDER USED 1N WATER DATE: B.P.# 3 g 4 q3f 8'� SUPPLY SYSTEM CANNOT FEE: r�� BY: EXCEED 2/10 OF 1% LEAD. NOTIFY BUILDING DEPARTM AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE PLUMBJNG 2. ROUGH - FRAMING 8 PLUMBING ;ALL-PLUMBING WASTE, 3. INSULATION ;".&WATER LINES NEED: 4. FINAL - CONSTR�1CTION MUST T-9-104(EFORE COVERING BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR TRUSS PLACARDING REQUIRED DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL COMPLY WITH ALL CODES OF INSPECTION REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Must provide Manuals SOUTHOLD TOWN PLANNING BOARD D,J and S as per NYS Energy Code Blower door OCCUPANCY OR and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICATE Fire separation OF OCCUPANCY required as per NYS Code DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before All exterior lighting Backfill,OR Provide Engineer's Certification installed,replaced or that the drainage has been installed to Code. repaired shall conform to Chapter 172 of the Town Code 8302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE 8405.1 U) 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 Z 1 ual reas. Where the assembl is enclosed b a floor membrane above and a ceilin membrane below, draftsto in shall be rovided in 8316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 2017 YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTNE OCTOBER 31, 20 approximately eq a y y 9 PP 9 P UNIFlED SOIL VOLUME W NSM 8316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall solL CLA§SIFICATION CHANGE E 2017 HEV# YORK STATE ENERGY CONSERVATION COIrSTRUCTION CODE floor-ceilin assemblies under the followin circumstances: SOIL DESCRIPTION DRAINAGE FROST HEAVE 2 CODE SUPPLEMENT ( ORM NDN NYS 9 9 tyP P P bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM CHARACTERISTICS POTENTIAL EXPANSIION � � 2017 NES► YORK STATE ENERGY CONSERVATION CONSTRUCTION F ERLY K AS THE 2016 ECCC, REVtSED AUGUST 2. Floor framin is constructed of truss- e o en-web or erforated members. that the end use will comply with the requirements. SYMBOL U " R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, � 2016, EFFECTIVE OCTOBER 31. 2017) 8316.4 Thermal barrier. Unless otherwise allowed in Section 8316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FlNES GooD Low Low Q 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than % inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 U a- 2 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 FINES GooD Low Low TITLE 19 NYCRR PARTS 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 8807.1. GRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, 0 i') N , " Exce tions: 2. The s ace is entered onl for u oses of re airs or maintenance. LrrrLE oR No FINEs GOOD Low Low _ =) o rn L SECTION 8101 P P Y PrP P SP POORLY GRADED SANDS, OR GRAVELLY SANDS, F- � - v 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 FlNES GOOD Low LOW () O� U > - 6 inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW W Q) Q R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section 8303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW F- L C . I replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z ii m 0 m LO 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 Q Q � 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 C, cn 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 = � �' Co xem t from rmit include retainin 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. U 8105.2 Work a GROUP 2 SLIGHT PLASTICffY � � M o0 P 9 CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, M supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM W co illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section 8317 Protection of Wood and Wood-Based Products Against Decoy cuts To Low 8109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due n location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. _ building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation woad girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum a is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height oboie finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section 8305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 8109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 8322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA Ut for the species, product, preservative and end use. R404.1.7 Backfill plai.-ment. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Feld treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sifficiently 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: he contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or Z 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 Inc s by Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spa;,+s located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be Q 30 inches ai the shads oad. 1667. installed at below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the F- Mezzanine: An intermediate level or levels between the floor and ceiling of any story. finished floor. Exception: �, drainage system is not required where the foundation is installed on well drained ground or ;sand gravel mixture with soils according Ii f the coastal mean hi h water line where the ultimate desi n wind s eed Address 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 unif•>a Soil Classification System, Group I Soils, as detailed in Table R405.1. Z) Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile o 9 9 P 8308.4 Hazardous locations. The locations specified in Sections 8308.4.1 through 8308.4.7 shall be considered to be specific hazardous locations for the purposes R 319.1 g p pp 9 P P (Vult) is 130 mph or greater. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers W 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 8406 Foundation Waterproofing and Dampproofing F j R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the h r r fire ode itis) address identification shall be rovided in additional a roved locations to is in Section R301.1 the followin standards are ermitted subject to the limitations of this code stroke with of not less than 0.5 inch. Wee requi ed by the c off P PP R406.1 Concrete al masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z 8301.1.1 Alternative provisions. r an alternative ne the requiremen 9 P 1 bottom exposed edge of the glazing is less than 60 inches above the floor. facilitate emer en res onse. Where access is b means of a rivate road and the buildin address cannot be viewed from the public way, a and the limitations therein. Where en ineered design is used in conjunction with these standards, the design shall comply with the International Building 9 cY P Y P 9 9 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and ��oors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement U Code. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to thr: '�ished grade using a bituminous coating. 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. 0 Section 8321 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 plane of the adjacent 8406.3.3 Porous FII. o space between the excavation and the foundation wall shall le backfilled with porous fill alp it a height of one-half of the backfill) LL Ln 9 1 P 9 P 9 9 9 R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME heio ht and covered with stri s of 30 ound as halt a er or 6 MIL of eth leve to ermit water see a e while avoidin infiltration of fine soils. 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. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: A17.1/CSA 844. 9 P P P P P P Y Y P P 9 demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. Z ( /mom 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. \� V J system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the R408.1 Ventilation. i rawl 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 ihis retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents Within 3 feet of each corner of JJ Section 8310 Emergency Escape and Rescue Openings R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. I� RESCU O BASEMENTS E I SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND w 8301.2.1 Wind desi n criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind Table 8301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed 8408.4 Crawl space access panel to be min. 18 by 24. Openings through perimeter wall shall be not less than 16" by 24". 9 RESCUE OPENING PER SECTION 8310. (Egress window & window well) speed in Table 8301.2(1) as determined from Fgure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in 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 ane subfloorin . Blockin for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant 9 9 g TABLE 8301.2(1) structural panels as specified in Section 503.2. Flreblocking shall be of any grade 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 �� the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section 8310.2.3. building or structure in violation of this section. 8502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. GROUND Wind Design SEISMIC SUBJECT IN DAMAGE FROM WINTER ICE BARRIER Air Mean hall be not less than 9 s uare feet with a horizontal rojection and width of not less than 36 8502.6 The ends of each oist, beam or irder shall hove not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches on FLOOD 8310.2.3 Window wells. The horizontal area of the window wells q P 1 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing 1 9 / 9 O SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual P P 9 y p pp P 9 y q P q mason or concrete exce t where su orted b the use of a roved joist han ers. r. p 9 P P TERMITE DECAY HAZARDS ndex Tem inches. The area of the window well shall allow the emergency esca a and rescue o enin to be full o ened. a )Tortes and lumbin fixtures; duct s stems; and other service a ui ment shall be located at or above the elevation re uired in Section 8322.2 or rY P PP Y PP 1 9 LOAD (mph) Effects Wind bourne CATEGORY WEATHIERING DEPTH TEMP REQUIRED I p � W 8310.2.3.1 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 8322.3. 8502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by mttachment to band or rim joist. � 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, structuiral 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-Iaminc:ed timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these MODERATE SLIGHT TO 10 R310.2.3.2 Drains e. 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. 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE De rees Yes X 1500 an o proved alternative method. effects of buo ane , durin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted 9 9 pp g 9 P p p y g g g PP Y Y 9 9 9 9 Y P 8502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin Tactics & be; re ared b are istered truss desi n DD Exce tion: A drains e s stem for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional w.h.ere required by the statues of the jurisdiction in which the project is to be constructed. R301.2.1.4 Exposure category. P 9 y R 322.1.7 Protection of water su and sanita sewn e s tems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate ❑ P..� 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous close) s aced obstructions havin the size of sin le famil dwellin s the United Sail Classification System, Group I soils, as detailed in Table 8405.1. PPN rY 9 Ys P PP Y Y 9 O Y P 9 9 Y 9 infiltration of flood waters into the system in accordance with the plumbing provisions of this code. or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 8311.6 Hallways: min. 36" clear width. Section 8506 Concrete Floors (On Ground) h vin a hei ht less than 30 feet extendin more than 1500 feet. Ex osure D extends downwind 8311.7 Stairways 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 8506.1 Concrete slay on grades to be min 3-1/2 inches thick. 2. Exposure C. Open terrain with scattered obstructions a g g g p elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. I des )flat o en count and rassland. R311.7.1 Width. Stairwa 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 600 feet from the partially obstructed area. Inc u p ry g Ys R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 3. Ex osure D. Flat unobstructed areas ex osed to wind fllowin over o en water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 X 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. P P 9 P 1. Be used solely for parking of vehicles, building access or storage. U feet from the unobstructed area. including treads and landings, shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on Exception: P, base course is not required where the concrete slab is installed on well-drained or sand-grave mix are sols c assi le as roup both sides. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section 8322.2.2.1: to Hei ht. The wind rovisions of this code shall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the laterally unsupported R311.7.2 Headroom. The headroom in stairways 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 according to I'm United Soil Classification System in accordance with Table R405.1. 8301.3 S ry g p PPY 9 ry 9 9 on the exterior of the enclosure walls. 8506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between Q 5. Individual walls or wall studs shall be ermitted to exceed these limits as ermitted b Cha ter 6 R311.7.3 Vertical rise. A fli ht 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, F- bearing wall stud height permitted by Table 8602.3( ) p P Y P 9 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. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 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 r p P PP flood elevation, each area shall have openings. ~ v resist wind loads shall be in accordance with the International Building Code. Section R602 Wood Wall Framing Z R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade W 8311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. 8602.3 Design and �.. struction. Components of exterior walls shall be fastened in accordance with Tables 8602.3(1) through 8602.3(4). Wall sheathing � R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common shall be fastr �d direct) to framin members and shall confirm to the re uirements of Table 8602.3 3 2E 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 for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this Y 9 q shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 thirough 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. 0 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 q 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. and Coastal A Zones shall be supported on pilings or columns. ` 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 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 8 on Mezzanines TABLE 8302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION FASTENING (a,b,c,d) IYYEE EXTERIOR WALLS R 312.1" Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL r EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. r' " `� 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 TOP PLATE THREE 8D COMMON. TOE NAIL ui r ri 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 o ni �i r> M oNd WALLS NOT FIRE-RESISTANCE RATED >_5 feet following: 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 R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, OVER PARTITIONS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet columns and posts. position. Exce tions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 8802.5.1(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. 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 THREE 10D EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section 8312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. 6. RAFTER OR kUG'r 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 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RAFTERS WALLS FIRE-RESISTANCE RATTED 1 HOUR 0 feet by Section 8310.2.1. NOT FIRE-RESISTANCE RATED 3 feet TWO 16D COMMON. END NAIL Section R313 Automatic Fre 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 STU', (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z o z z z z z m m m m deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL 0 0 o I= o_ o_ o_ o_ assessor structures. 8313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NEPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL v7 R302.2.2 Parapets for townhouses. 13D• w w w � w w w w 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 12. TOP PLATES TO TOP PLATE 161 COMMON ® 16"0/C FACE NAIL tr w o: o: o: 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'JOINT) FACE NAIL ASTM E 108 or UL 790 and the roof deckin or sheathin is of noncombustible materials ora roved fire-retardant-treated woad for a distance of 4 feet on R313.2.1 Desi n and installotion. Automatic residential fire s rinkler tems 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 g g pp 9 P � 9 Section 8403 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 less 8401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 15. BOTTOM PLATE. TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL 0 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 clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on sail that consists primarily of clay or silt or have 16. TOP OR BOT"OM PLATE TO STUD TWO 16D COMMON. END NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any inorganic material or fill. 3. A aro et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the hi her 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 FOUR 8D COMMON. TOE NAIL P P q 1 9 8402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both) sides. 2. Basement walls exposed g weather. 3000 psi plus 5 to 7q air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL R302.2.4 Structural inde endence. Each individual townhouse shalll 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 8314 Smoke Alarms " 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL W Exce tions: R 403.1.4.) Frost protection: Bottom of all footings to be at least 36 below grade. P 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 su Orlin exterior walls or common walls. s moke 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� ( CL PP 9 8314.1.1 Listing . S 5. Townhouses separated by a common wall as provided iin Section R302.2, Item 1 or 2 2034. 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 ca R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the followin locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and J p y 9 9 y 9 P Y 9 R 403.1.6 Foundation Anchors a Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored with 1 inch diameter ROOF, AND WALL SHEATHING TO FRAMING W Y fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fre-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each sleeping room. 9 ' P P SD COMMON (ROOF) 12"o/c at interior anchor bolts s aced as shown on the lans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. P P 8D COMMON (SUBFLOOR) supports (see note f) W w w Exce tions: 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 � 1 = Q P 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or 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 .-mooth-common, box or deformed shanks except where otherwise stated. Nails used] for framing and sheathing !�1 0 C, 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameteir of 0.192" (20d common nail), Z 13. a location required by Section R314.3. TABLE 8404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. 4 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) horizontally from a permanently installed cooking appliance. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-P foot or 4 foot by 9 foot panels shall be applied vertically W shall have an equal or greater fire-resistance rating. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance fronn ridges, eaves and gable end 0 _,. R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inch's 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 - ar a and ducts enetratin the walls or ceilin s se ratio 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) 8302.5.2 Duct Penetration. Ducts in the g ag p 9 9 Pa 9 9 9 9 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of ome floor plus roof/ceiling assembly. 2x6 �.j.� No. 26 gage sheet steel or other approved material and Shall not have openings into the garage. 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 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. 8314.3, 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 NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: ai M Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where design:^d by in accordance with accepted engineering practice or where the ultimate design wind sped is less than or equal to 130 mph, � co ONE No. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 2 rade studs su Orlin a roof load with not more than 6 feet of tributa len th shall have a maximum wall hei ht of 18 feet when �' j= perpendicular to the adjacent dwelling unit wall. Section 8315 Carbon Monoxide Alarms >8 9 PP 9 Tr, 9 9 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z m 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 R602.3.2 Top plate. Hood stud walls shall be capped with a double tap plate installed to provide overlapping at corners and intersections with bearing � _ z!` ui R302.6 Garage ceiling: 5/8 type X gypsum board 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 / V- )Q .a 8302.9 Flame Spread & Smoke Density Index. 8309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. 830.9.2: Wall & Ceiling accordance with UL 2034 and UL 217. 8315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections 8315.2.1 and 8315.2.2. TABLE 8404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (7 0 ���a cn, finishes shall have a smoke developed index of not greater than 450. R602.6 • Drilling and '•;:thing of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1)). Notching & bored hole limitations for U) ...�. r 8315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM vERTICAL REINFORCEMENT BAR � �',i, � R302.11 Fre blocking shall be provided in wood-framed construction in the following locations: I, SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non beading walls & figure R602.6.1 top plate W � . ; 2 1. In concealed s ces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired app lance. p /c a pa framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate alt each side of the notch with 8-tOd nails j 1 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF b -t ?rte; ,• ,�1' WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) V ( � .1,"` { I t ;.r�ar� 'r 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. F 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) , C °-_f "�.�. ` I 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. 8 10 12 W � � � 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 = : '?3810 Q�G" s products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. �' `' 9 8 5 ® 41 NR NR U ©rC r\' 1 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 9 6 ® 41 5 0 22 NR ���_ 6. Fre blocking of comites of atwo-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. R302.11.1 Freblockin materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ r 9 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars %" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 1 5. One half inch gypsum board. 1 O W 6. One quarter inch cement based millboard. T T (!v`1T 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. tJ NITS 11 (M O D EL B 1 & 1 2 SHEET NUMBER 2 IL MODEL B- 1 MODIFED ( ) W COPYRIGHT GRCH ARCHITECTURE P,C. 2017; AL.I> RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN U) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) 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 c , ULTIMATE DESIGN slab-on-grade floors shall have rigid, o a ue and weather-resistant protective covering to prevent the de radation of the insulation's thermal erformance. W MINIMUM NAIL PANEL NAIL WIND SPEED V ult 9opaque P 9 P 9 P 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � 0 SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause CONSTRUCTION AND/OR TIMBER CONSTRUCTION q MINIMUM MINIMUM MAXIMUM WALL 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 a� SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE REFLECTIVE RED 3 EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 '�) (,� 5 (INCHES) PANEL SPAN (INCHES) PANTONE PMS 187 0 4? INCHES O.C. (INCHES O.C. (PMS)RATING ( ) ) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. �.. B C D TABLE N1102.1.2 (R402.1.2) 3. Other approved materials. NZO N � 0 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component _ COMMON A plastic pan shall not be installed beneath a gas-fired water heater. 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 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE ~ r cp V story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE Section U101 Scope z EFLECIIVE D o o practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. � WHITE W = N N} I MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 FR � .- U)4? . _ R802.11 Rafter or truss uplift force. Section U102 General Definitions / Z U �2*5 6 rn 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 Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1 4" L v M Span (ft) 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of photovoltaiic or solar thermal system. 1/2" \ Q w co 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. TRUSS IDENTIFICATION SIGN STROKE U = cin �' m P COMPLIANCE WITH 19 NYCRR 1264 ❑ U M 0D 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 EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN Cl) R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weathersnppeinsulatedo a insulationU103.2 Construction document requirements td and tlevel equivalent to the on the surrounding surfaces. for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � (0I penetrate the wood not less than 5 8 inch. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE (7 2 and sha I R1102.1.2 based on the applicable climate zone specified in Chapter 3. P4 R702.4 Ceramic Till /e. 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 d MATCHING SYSTEM(PMS)1187. R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, NI 102.2.8 (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-ready zone area of not less than 150 square feet SECTION 1265,4. SIGN OR SYMBOL and installed in accordance with the manufacturers 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) (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED 10 THE ELECTRICAL BOX ATTACHED 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 Fire Code. TO THE EXTERIOR LE THE RESIDENTIAL STRUCTURE: PROVIDED,METD,HOWEVER,THAT: IS AFFIXING THE SIGN 0R is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO 1HE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE U11UlY 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 SICK OR SYMBOL 9 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WAIL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907, U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite load end from the input feeder SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C P P PP P location or main circuit location. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE NONASBESTOS FIBER MAT REINFORCED CEMENTMOUS BACKER UNITS ASTM C 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 SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 16051.3 OF THE INTERNATIONAL BUILDING CODE. Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) NOTE. 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation 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 H 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: U) 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 placed in readily accessible locations. D (EQUATION 16-8) Z L300/4 6'-O' 1 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Near all 125 volt 15 and 20 am receptacles to be tamper resistant. D + L 0 L4x3xt/4 6'-O' 51-0' 4'-e" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P IY P P P (EQUATION 16-9) L5x3.5x5/16 IW-o" 6'-O' 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D +D t .. (�^UA6W (EQUATITIONON 16-10)ATION 16-12) W GAPS IN THE AIR BARRIER SEALED. 0 1_60.50/4 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) Ln BE SEALED. LL a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. 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 0 m THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z c. Minimum bearing to be 6 . KNEE WALLS SHALL BE SEALED. Qii C) 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 ACCORDANCE WITH THE STRUCTURAL REQUIREMENT'S OF THE 2015 DOORS SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 13R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: SEALED. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPUCABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, W r. 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER DESIGN LOADS: BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.12.2 Flashingat foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED 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) THE FOLLOWING LIVE Lonos: TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 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: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHAD. INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5CONDITIONED Z �� GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER ALLOWABLE DEFLECTION FOLLOWING INFORMATION: feet (3048 mm) to a building on another lot. 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. �� (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION OF ALL JOINTS. Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED UGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 O P PrP THE DRYWALL R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD . SNOW LOAD. Y 9 EXTERIORWALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. P-4 � T � 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 UNIINHABTTABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. � w anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. Floors and Ceilings w/ brittle finish L/360 4,4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATT ATTIC WITH STORAGE: 20 PSF HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 R703.8.4 Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with plaster or stucco finish L 180 4.6. CONTROLLING WIND LOADS. - ry Pha 9 P / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. C /1 r veneer a minimum 1-1/2 inches, with not less than 5/81 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 m v J V 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 EXIPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. = 8d common nail. Airs p 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY I--] w spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEIISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O Flashing shall be located beneath the first course of masion above finished round level above the foundation wall or slab and at other points of support., C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.5 Flg ►Y 9 Lintels supporting mason veneer L 600 including structural floors, shelf angles and lintels where Irnasonry 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 PP 9 rY / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. > �r R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. r Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. &jv 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. [ -`Il O not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD_ FLOOR TRUSS SPECIFICATIONS: H 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: CODD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING H R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 557 (13'C) or up to 85'F(29'C). 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 Iless 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: F- U At valleys and hips there shall be a valley or hip rafter mot 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 NI 103.1.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two i heating stems 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 pipe 9 ( ) Z) p p' ( PPP have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE WINDOW/DOOR SQFTAREA WIND SPEED WIND SPEED D = DEAD LOADL = LIVE LOAD ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. . . , , R802.3.1 Where ceiling joists or rafter ties are not provided, the 6idge formed by these rafters shall be supported by a wall or girder designed in accordance with0 accepted engineering practices. 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: 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 PSF, 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 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5/-1 9.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". v' a depth to thickness 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 p g PP Y Y blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) at the New York City Constructions Codes, as applicable. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the 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 0^ SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. 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-- r- 4.4. BOTTOM CHORD DEAD LOAD, Iii � co N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall H of C5 r A B B R EU I AT I O N S 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N N N M r 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. R806.3 Vent and insulation clearance. Where save 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 ACCA Manual J A.B. ANCHOR BOLT D.S. DOWNSPOUT T 6. EACH REACTION FORCE AND DIRECTION. D NS OUT L . 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., 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 RELATIVE TO 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 EA' EACH LVR. LOWER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 'Section R807 Attic Access .O. ROUGH OPENING 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 ventilations tem is not operating. ELE EXPANSION JOINT L.T.L•T• LAUNDRY TUB 1 CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 9 9 9 tY P YsALUM. ALUMINUM R. RISER inches (762 mm) or greater over an area of not less than 30 square feet (2.Sms). The vertical height shall be measured from the tap of the ceiling ANCHI. ANCHOR ESC ELECTRICAL MAS. MASONRY 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ELEV. ELEVATION MAT. MATERIAL RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE EQ. EQUAL .C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall ARCH. ARCHITECTURAL MAX.MDMAXIMUM 9 P 9 ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOfOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE Cal 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 DMDE THE CONCEALIED SPACE INTO APPROXIMATELY EQUAL AREAS. Z Z Z O Z Z Z Z Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHE. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFfSTOPPING SHALL BE PROVIDED IN (FLOOR-CEILING ASSEMBLIES UNDER THE O O O H O O O O 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: Co 55 U5 M.O. MASONRY OPENING STAINLESS STEEL located in attics. Section M1305 Appliance Access BM BEAM S.S. -TYPE OPEN-WEB OR PERFORATED MEMBERS. w w w www 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: DRATSTOPPING MATERI&SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w m 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 STRUCT. STRUCTURAL F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION co R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION NTS SUSP. TYPICAL ROOF & FLOOR TRU S 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 (NITS) NOT TO SCALE S NOTES:SGD SLIDING GLASS DOOR N roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances 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 O.C. ON CENTER P P P P P g g pp ( ) 9 ( ) ( ) 9 CL F.R. FIRE RATED OPER. OPERATOR TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.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 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) FT. FOOT / FEET TGS TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. COL. COLUMN OPT. OPTIONAL TOP OF FOUNDATION WALL • (� FTG FOOTING TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND Carry down front of fascia min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCREFE O.S.B. ORIENTED STRAND BOARD NP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALllED TO PREVENT ROTATION AND PROVIDE ~ GOND. CONDITION OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATIION BCS( GUIDE TO GOD PRA Z R 905.1.2 An ice barrier/ water shield shall be installed per manuifacturer s specifications, to maintain product warranty. C ry ry 9 GA. 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 CONT.. CONTINUOUS GALV. GALVANIZED ( ) 0 PRACTICE FOR W 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. U 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. G.C. GENEFL4L CONTRACTOR M 1506 Exhaust openings: A minimum clearance of 3'-0' is required between air exhaust terminations and openings into the building. CONST. CONSTRUCTION 1/S ONE SHELF TRPL TRIPLE k TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL IL . than 4:12, entire roof to receive ice & water shield. qg' CTSK. COUNTERSUNK GEN. GENERAL PC POURED CONCRETE ' THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE ITHAT ADEQUATE TEMPORARY BRACING HAS 0 0 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 Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. C.O. CASED OPENING BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W G.L. GLUE LAM PBD. PARTICLE BOARD W � w slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER PL. PLATE 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 PNL. PANEL VERT. VERTICAL W Iii HDWR. HARDWARE V.I.F. VERIFY IN FIELD W w 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 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 o 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 HD.WD. HARDWOOD PF. PREFABRICATED Vy WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NIYSRC. Z penetrate through the roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is C.R. CHAIR RAIL 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. p g g ( ) 9• 9 1 � inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR Vyp, WOOD P 9 � P 09 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 3. The electrical systems shell be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. G7 4 PP 9 ( ) 9 HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC P 11 R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 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. 0 P4 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. VWNDW WINDOW 5. Al 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 INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance writh manufacturers specifications and / or ❑ the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DIR. DIRECTION 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 ON DOWN44 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 DR. R 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 w � provided in accordance with Section R703.7.2.2. DOOR REF. REFER TO REFERENCE the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER dimensional conflicts, immediately to architect for corrective measures prior to construction. � Of R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS cD 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 than 2 inches (51 mm). Drip edges shall extend not less than k Inch (6.4 mm) below the roof sheathing DWG. DRAWING O m 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. and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSI KIPS PER SQUARE INCH z Z 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a disicrepancy exists, the contractor shall _J deck at 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 an air opening PP P P Y P 9 promptly report it to the architect for proper adjustment before proceeding with the work. Z9 _ap ,_q v over the drip edge along eaves and under the drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shalll be of the same character as for similar (� o � Zcn termination clearance. GRAPHIC SYMBOLS 01 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 over 0000 BTU per hour shall be located not less than 12 inches from an air opening into conditions that are shown or noted elsewhere on the construction document set. Masonry p y P The vent terminal of a direct vent appliance with an input of o 5 , p y p g �� '.R7 �''., . R 10 .1 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and suppliers recommended W ��`, ,ice ' 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 installation procedures. j `�Z �`) y STRUCTURAL CALC. REFERENCE _ K t than 3 feet above the highest point where the chimney passes 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" :`;,,r ,,�; � ";I Section G2439 (614) Clothes Dryer Exhaust XX DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. F- AL G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all X)( PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ('REGULATIONS"), 8 NYCRR 69.5, ENTITLED ¢ �i er--.-- p Section R1004 Factory-Built Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. ,_ FLOOR FINISH CHANGE "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: ff IS A (, "1�" "�_ 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 W i1 i'_"","� � built fireplaces shall be tested in accordance with UL 127. ( ) D' P ry P ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND (ITEM IN ANY WAY. 2 -- P duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace �# DOOR / HARDWARE TYPE fU '3810 O�c system has been specifically tested, listed and labeled for such use in accordance with UL 127. XX XX /-NEWS R 1006.1 Factory built or masonry fireplaces shall be eqiuipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings - - - BUILDING SECTION is mechanically ventilated and controlled so thait the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed XX )(�( ❑ 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. Energy Efficiency JK NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insiulation. 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 11`12) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 0 1 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam UNITS �T "�thickness and installed R-value shall be listed on certification provided by the insulation installer. l l (MODEL B 1 VIL 1 � W _ U) SHEET NUMBER 2 11 MODEL B- I MODIFED U) T2 Z W I - - . I I0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVER WHEN NOT ALIGNED WITH RAFTER, U) ` CONNECT KING 5TO5 TO TOP PLATE Z W CS-M X 14`MM ROOF FRAMING WRAP 1-1/4"X22 GA 6ALV.COIL STRAP Z ATTACH TO EACtt PAR 2x4 OR 2xb W X V MR 6r�,�WFT13Z5 OVER TOP OF TOP PLATE AND NAIL Z) � o 10 ATTAat TO EACs PAR 2x AC-0 LEDGER W/2-3/8"x5" LAC, DBL TOP PLATE CRIPPLE STUDS � or OR'O51N6 FATERS ROS BOLT5 o 16"OG INTO 5TUDf' Ib"O.G. U � 6M PLAN2X BLOCKING �, U PLAN 51MP50N STRONG-TIE w A35 o EVERY RR AT 2 END BAYS 2X4 STUD WALL ORs Z r U CEILING JOIST OR W CABLE END TRUSS 0 L_ a rn s1�PSGN STRONG StvP��ON STRONG - - SIMP50N STRONG TIE N2 8D NAILS -TE M6 `• • SIMP50N STRONG-TIE C) i-+ m .- _ TRUSS BOTTOM CHORD 51MP50N H2 CONNECTOR®FA '� H- �� � N TYP NAILS TYP RVCt STRJAr 9 L DE ATfKM TO EACs PAR 0'OPP05H6 RAFTERS. ALTERNATE TO R106E 5TRAP- H3 o EVERY RRE RAFTER TO STUD AND KIN165 Z) ■ �XGBfiION:RllEf STRAPS AT NOf REQl11RID WHEN CALVR TE5 GF PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) () .> FOR USE 1"��1511 Alb SSE IN C�OPBINATION COY I"��Fl 51J AND t1'JMQJAL pb OR 1X4 t1h1CfR ARE I OGATID M Tit Il'PBt THRD Gf Ttf UPPER THIRD OF THE ATTIC SPACE � � �0 2S i--• cv}: Z W/4 IOd AT FAGH RAFTER) 65-22 STRAP AT (� ,� ui 4?Z - IRAFTFRS AL.16N DO NOT AL16N ATTIC SPACE AND ATTAGtV r0 EACNt PAR 0a RAFTERS W/4 IOd NAILS EACH 5TUD,SEEZ L n f j r rn LSM65 FOR 2x&- DETAIL 4 LSU2b 0FOR 2x8,2x10,OR 2x12 0 Q w M FRAMED G U U M N a^ WI OR 2x4 OR 2xb DOOR m -RIDGE STRAP DETAIL / -RIDGE STRAP DETAIL LU25 o EVERY SIMP50N 5TRONIG-TIE SPECIAL FT (FOR CATH.GL65 WITHOUT GOLLAR TIE5) / (WITH OR WITHOUT COLLAR TIES) NO S1UD5® Ib"O.G. = 2x AGO LEDGER W/3/8"x5" LAG CONNECTORS RF�,1 CL 4'r o ter. 2 N T5. LOCATE AT / LOCATE AT EVERY RAFTER BOLT o lb" Or, INTO STUDS IN THI5 AREA STRAPPING TO BE I-I/4 X22 6A. SM'5,%STRONG 5tiP50N 5TROPCi Tf LT5 TE t16 / 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING SIMP5.GN Srm w NAILS Tl'P.s IDD MAY DE 113:D r APO m / GABLE END HALL TO BEAR A MIN.of 10"ON FRAMING. -TE hV OR trios M w�rft r Ute. / PORGH 'ROOF 8D NAILS TYP. / FOR USE PM STUDS AND USE IN cOoM A M ONLY W M STUDS AND STRAPP I NO DETAIL_ DET T ATTIC ,RAFTERS ALI6N DO NOT ALIGN I N Ts. I I N T5. Z _o STRAPPING TO RUN ONTO RIM J015T,5� (- DETAIL q/DI(ONE STORY)OR ONTO STUD ROOF RAFTER HURRI DANE TIES\\ AT WALL BFNow(TWO STORY) I \ ~ N.TS. LOCATED AT EVERY ROOF RAFTER 0 ANTI G ° 5TRAPP I NC DETAIL • ,P05T GAP�, 12 EOR FRAME GONNEGTI ONS o • n Wg5-4 AT RVS DI Ln 2ND FLOOR� / FW�r R (2)2x 4-I6d FACE NAILS FROM Z T / STRAP OR 4x PROVIDE 3">0(6"X3'WASHER PLATE AT ALL ANCHOR BOLTS KING 5TUD INTO HEADER ❑ V / M5r(,4W 5EGURED BY WOOD SILL PLATES. �...� / COLUMN POST TOP ANCHOR 51MP50N PAB OR SB ANCHOR BOLTS MAY BE USED IN LIEU OF w STRN' 5rARr NAILS THREADED ROD W/WASHER PLATE. r BD IBJbTH / LOCATE AT EVERY COLLIMW 6tRDER CONNECTION H/2"IP fRGM PROVIDE 3'X6'Xo36'6ALV.STEEL PLATE MU r / N T5. END OF SRP 78 6-bD NAILS AT COMER5 AND INTER5EGTIN6 (4)NAILS MN IN NMa WALLS. 3'X12"X036'6ALV.STS PLATE W/ _ I2`LBJOTH(M) l 1 12-BD NAILS AT AT WIT JOINr5 IN STRA164 ` I T f�'-��` WALLS WHERE THERE 51N61F PLATE OR WADER 5I IOD NAIL5 EACH EW AT afm SPAN I � 2X6 KING STUDS VAN): LBNSTh I\ A� ONE AT SPANS UP TO 6 FEET H JACK STUD 94-5 24'MINIMJM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET O FRONDS MH BD P�_Mlz 50� A301 ROD THREADED b"BOTH ENDS. 12-IGD MIN.NAILS THREE FOR SPANS 12 TO 16 FST ONE�PA�6.O.N):PRMW RDIPG I p 7/r BOTTOM 3/4 AND I ROD AT SIMPSON STEEL 5TRONG WALL,SEE PLANS p..� EN?LBJ6TH IST FLOOR NAIL` AT ALL SPLICES TWO AT SPANS FROM b'TO 12' W w �`MR SIMPSON POST BASE N „ " LNLE555THREE ANOTED OTHERWISE ON PLAN U ABU44 OR ABU66,SEE PLAN 2 X3/e X3 WASHER PL W/NUT EACH SIDE 0 ((4)I a rn R) CS-22 COIL STRAP I UPPER STORY SHEAR 1 - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ (.� FLOOR TO FLOOR TIES i -- BELOH GONNEGTION (�)N lEOR SET BACK WALLS HDU HOLD-DOHN5 AND 5T�FRONGHALL DOUBLE TOP HALL PLATE 5FLIGE DETAIL HEADER GONNEGTION .TS. LEVERY STLID \ I/2'O HOOKED ANCHOR BOLT W/7 \ FOUNDATION MINIMUM E�M11EHT OR EXPANSION I N.TS. 14 I✓ I� r ) NOTE I \ BOLT W/5'MINIMJM ET18EDhENT HILTS. �� NT-`'• N.T.S. `/ COL STRAPS LPDFR 51fAPM PIRNM M CANON(0.151 x 15'LONG)NA -6 COL 5TRA°S M eDTHM PROVDE:IDa 6049N(ON x V I")NAL-15 I \\ \ GOLUMN POST BOTTOM ANGHOR \ 6 - ALLOWABLE HOLES - U \ N.TS. LOCATE AT El/E2Y COLUMN/6tRDER GOMtEGT10N TO RNTIT cT� SD NAIL®6"0/G AT ALL PANEL ED6E5 H \ �5d WU TOE N� IbD NAIL®24"0/G IbD NAIL® 24 0/G LVL Headers and IB e a m s U Z A6�WFAIL HIP RAFTS 7(6 055 OR PLYWOOD W 51MP50N HGP HIP SHEATHING Microllam® LVL .I SEE PLAN INTERIOR 1.3E TimberStrand® and � (4)NAILS MIN N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the %depth (� NOTP:Ne;T 24'HVE MINIMUM PULL HEI6HT I I2"LENGTH(T`(P) hole zo largest hole(minimum) 0 WALL RETURN IS PROVIDED AT ENDS OF BRACED WALL LINE THE 8"HOLD"MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH I IZ LENGTH (MN) , 80 NAL®b'OIG SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I 13/4'NIN 5IBP WASHER o o AT ALL PANEL ED6E5 d L t t LSTA36 STRAPS SIHOI^dN IN THE DETAIL NAIL 5HFJATHIN6 TO J INTERIOR o - - - - - - - T SILL PLATE Wl 8d 2X AC-0 SILL PLATE. DOABLE o EXTERIOR �--6YP5UM BOARD o 0 0 NAILS o 4'0/G SILL AT FULL BASEMENTS 5/8 DIA STEL ANCHOR Microllame LVL and J 7'MINIMUM -- - - - sx to MAT vAu er Parallam®PSL BOLTS MAX 2'-e•OL.. SD NAIL® 12'0/G AT ALL T EXTEND BOLTS MIN.'1'INTO 65-22 COIL STRAP vcNc STR,w Tn RAfM MEMBERS NOT AT PANEL EPH5 FDTL WITH T16HTBNFD _ y allowed hole zone middle y3 span r- 3 x 3 WASHER TO EACk180LT. (2)2 x A ACR 5I P`55H LTP4 RATE NALEP TO PROVIDE TERMITE SHIELD 5111 5fP<aaN Col snzw 15/32"056 OR L5rA36 W/lo-loa NAILS ><4 CONTINUOUS BAR SILL RATE INSIDE CORNER OUTSIDE CORNER LOCATED 2'To 6' �-AND MAINTAIN 8'MIN. RM MD SU.RATE 9 W 0/G Ai fAG1 RIFTFR wtBE PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d � r r` BELOW(2 ABLE FROM WD TO FINISHED GRADE VAiWL A RR M 0 PLAN VIEW W - C5 - � � r M FROM TOP OF WALL NW.A5 PFR HAILS eap wfLM NOTE, General Notes ~ "' o r o Q N N N M h N Tall=2,g80R COIL STRAPS UNDER SHEATHING PROVIDE:bd C0+01,1(0.131 x 25'LONG)NAILS.COIL EXTERIOR W/l LL TOP 0 N N M M 00 SEE FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDE IOd COMMON(0.131 x 3'LANG)NAILS. HALL /jam /� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformity loaded LAY-OSIER OR FALSE VALLEY PLATE HIP CONNECT I ON EXTERIOR\ GV I�N� DEPTH HOLE SIZE headers and beams only. HALL FRAMI NC 4Y8" • Round holes only nd 5TORY CORNER GONNECTOR5 8 TYPIGAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE 17 5TRAPPING DETAIL 18 22 5Y2' 1r4" • No holes in cantilevers. 7Y4"to 20" 2" ■ No holes in headers or beams in plank orientation. N.TS. LOCATED AT EVERY CORNER N.TS. LOCATION AS NOTED N.TS. LOCATE AT EVERY STUD N T5• QTS N.T.S. N.TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. Z Z Z O Z co Z Z A MINMIM OF TWO ORAC.E32 WALL LINES 0*0 IN EACH DIRECTION OF A BUILDING. BPL5 SHALL NOT BE SPACED WffW 5�tp,yp W&L a1T1 fl BITISMWKEn O o o F O O O o MORE THAN 60 FT APART. WALLS WTHIN A BPL SHALL NOT BE OFF5ET BY MORE THAN 4 FEET FROM A BWL. OWL LOCATIONS ARE NOTE: TD TOP or mw WALL f Ism�,I I NOTE: TO TGP Or F6W WALL r Its» I' � - Q � � � � INDICATE ON FLOOR PLANS > - - - - 2 FT MAX PONY WALL MAY BE I( 2 FT MAX PONY WALL MAY BE I W X � w W X W W ffffl"DTTIZ t1CLDOAAN AT 66-W`JP LRAG" A BRACED WALL PANEL(BHP)5FW1 BE61H WITHIN 10 FEET OF EAGN 6b OF A BWL. THE DISTANCE WTM�A17IAGENr PLACED ON TOP OF HEADER PLACID ON TOP OF HEADER WALL END PRti5(M�Al fVU A5 RE00 EDGES OF OW'S SHAM NOT BE ARFATER THAN 20 FEET. THP12E SHALL BE A MNMJH OF TWO BPP ON EAC44 BWL EXCEPT'AT ® AT tSRACED WNL PETALS G AND D. WALLS<16 FEET LONG MAY HAVE ONE 4b'OR LONSER BPP. 5411 A M TYPICALLY G5-H5P SHEATHED BRACED HALL PANELS ® (TYPE A)OR GYPSUM BOARD eB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BWP TYPES A 31/2'ON HIDE LVL HEADER(SEE PILAW N ®� S-IDD W�15 AT D1T1Z CONnM10115 TO 011T51DE OF PANEL _ ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENT5 OR ADDITIONAL COtMIBUTIN6 LENGTH OF BHP 15 REQUIRED. / C) BHP TYPES ARE INDICATED ON FLOOR PLANS. �• /1 `" ® 3/8'm THREADED RCV Z Z v J ® GS-H5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET CONTINUOUS I1k4 MIN DEEP HEADER TO CONTINUOUS IIP4"MIN DEEP HEADER TO NOTE.WHERE 24'WIDE MINIMIM RAL HEI6HT TFE MINIMIM OF TABLE 8602.105. NAIL 1(6 MNIMIM WALL OUTSIDE KIN6 STUD(SEE PLAW 4 OUTSIDE KING STUD(SEE FLAW 'Q PANS..Em ~� WALL RETURN K PROVIDED AT EN05 OF SHEATHING PITH 8d NAILS O 6'O/G OV6E5)AND 1210/6(FIH-D)AND PROVIDE 2X Lu 1.1-1 ~ G5.4^'1`aP BRACED WALL LINE THE 8G* M40KM AT ALL(PORTED PANEL EDGES. PROVIDE 600 P0"HOLDOWI FASTEN J'SHEATHING To HEADER W/ FASTEN j'5HEATHIN6 TO HEADER W Z HOLD"MAY BE ELIMINATED. MR DETAIL Iq OR 20 AT ENDS OF BRACE WALL LINES THAT DO NOT HAVE bD NAILS 0 3'O/G IN EACH DIRECTION 8D NAILS a 3'0/G IN EACH DIRECTION W to TRIM TOP OF PANS.AS REQ D � CD EITHER A 24'MINIMIM FOIL HEIGHT WAIL RETURN OR A 4N3'MINMI•t BNP. 51MPSON L5TA24 STRAP ON BOTH SIDES AND � 51MP50N LSTA24 STRAP ON UNSHEATHED � �ILL C7 TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF G5 WSP EACH of HEADER To JACK STUD W/I6 10D NAILS FACE W/Ib IOD NAILS 0 CONTINUOUSLY MI IMUM LED BRACED WAIN PANELS FASTEN TOP PLATE TO HEADER W 2 t= FASTEN TOP RATE TO WADER W/2 H 6-1/4'5m SCREWS Q PORTAL STRAPS 1/2'FROM ED6E ON n ROHS OF 16d NAILS 0 310/6 z ROWS OF Ibd NAILS 0 3'o/G z WALL MIN PANEL BOTH SIDES(4 STRAPS PEIR PANEU W 1�1 W W HEIGHT(FT) WIDTH'L' �-L AJAGENT CLEAR MINIMUM LENGTH OF S > I EIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL PANG.SHALL HAVE A LEN6TH'L'OF NOT PANEL SHALL HAVE A LENGTH'L"OF NOT g 28' Q = Q SIMPSON GNW COUPLER PI1T <64' 24' LESS THAN Ib'FOR 8 Fir WALL,Ib"FOR g LESS THAN 16'FOR ONE STORY AND 24'FOR 0 0 b 64'TO b0' 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32 51MA'S0N SWSB STRor76-WAJL 58 Z 80"TO qb" 36'' x PIAN FOR ACTUAL LENGTH X SEE PLAN FOR ACTUAL LEN5TH 10 14' PANS.,VERIFY PANEL.15 PLUMB (64- 21' SYP5L M BOARD "GB"BRACED WALL PANELS(TYPE B)SHALL BE Q Q I I 38 � �( 4 3/8'A ANCHOR BOLT OR q 64'TO 80' 30' 46'MIMMIM IN LIENIM ON BOTH SIDES OF WALL PIER TABIC W n n 12 42' NOTE:DETAIL APP__ To ^ (2)JACK STUDS MIN.OR PER PLAN L- (2).LACK STUD'MIN.OR PER PLAN BOTH ENDS OF HEADER 0 � ADHESIVE ANCHOR 80"To qb" 41' `R602J05. SECOZE,Y'6YPSiM BOARD WITH 6d COOLI!R NAILS. LL � b4• 3O' D415•X 175'GYPSUM BD NAILS•OR jM"X I%' � ' 10 64'TO b0' 30' NAILS O i'O/G(EDGES)AW?'O/G(FIELD). BILOCAaNG 15 NOT - • 60"TO qb" 38" AT(M�PORTED PANLL ED6M WBd PANES ARE BLOGKIN6 AT PANEL ED6E5 BLOCKING AT PANEL ED fV /V/ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TI'nlf OR FULL Partial credit for Panels 36 to 48"wide per 8602.10.52 HEIGHT BLACKING DIRBGTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KIN6 51VD5 ONE JACK AND KIN6 5=15 BLOCKIN6 AT PANEL EDGES L EQUAL TO TYPICAL HOLDOHN DETAIL AT « CONTINUOUSLY SHEATHED WOOD FA67EN7/Ib'SHEATHINSTOEACH STUD FA61B 1A6.5HEATHIN6TOEACH STUD TWO KINO STUDS " Or > 12° GYPSUM BOARD "G B" - TYPE B AND SILL W/bD COMMON NAILS 0 3'0/6 AND SILL W 80 COMMON NAILS 0 3'0/0 C7 r m FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A D FASTEN IAV STUD Z (/) NOT TO SCALE PER FIGURE 8602.10.5 D NOT TO SCALE PER FIGURE 8602.10.5 AND SILL w ba NAILS a 4•o/C - w N.T5. PORTAL DETAIL'A'ONLY APPLIES SGRE 5 IN DOU3LE t7D STUD 51M 5CF HDU2 HOLD"OWN MU ONE. Q E TO 2 FT TO 18 FT WIDE OPENIN65. 51MPSON HDIF HIOIDOhtN W/14 I/4'SD5 5D5 SGREYS IF NO FLOOR ABOVE. Q V TABLE 602.10.3(1)BRACING REOPREMENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND A0JU5TMENT TO H7114 HOLD"W/ R ABOVE. WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPANSION PANEL TO 517 DIRECTLY ONN TOP OF SCREWS IF FLOOR ABOVE. SMX.�ON DTTIZ tIG1lYXV1N AT 65*W DRAGED HALL HEIGHTS,AND 2 BRACED WALL LINES 1/2'm ANCHOR OR EXPAN510M BOLT GONIGRETE POUNDATIION WALL Q (� ? c; '• BOLT WITH 2'X2'X51W PL WASHER ADJU5TMENT STORY CONDITION ADJUSTMENT WALL B'U PANELS(TYPE A)tVU AS REQUREP BASED ON 5UPPORTIN6 FACTOR OVER - 2-1/2'm ANCHOR OR EXPAN51ON BOLT (� ®I AT pRK.137 WALL PETALS G AND P. STORY BWL SPACING DONT METHOD 6B •4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE x3 TE _ ti SHEATHING EXPOSURE CATE60RY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION ® 63 0 NAL-AT DTTIZ EXPOSURE CATEGORY ONE STORY D 15 04 BAR CONT IN TOP AND BOTTOM Q - 1 TOP 10 25 55 PAB5-18 ANCHOR BOLT OR%'THREADED OF CONGRETE FOUNDATION 5IKP5ON 587/8X24 OR PAB7-IS ANCHOR � 0% EXPOSURE CATEGORY TWO STORY G 1.3 ® TOP 20' 5.0' 10.0' EXPOSURE GAIT GORY THO STORY D 1 b EXTEND WALL 5HEATHIN6 OVER RIM J015T ROD W/WASHER PLATE,SEE DETAIL 15/DI ESOLT OR Ye"THREADED ROD, ILLI1- PABS-18 ANCHOR BOLT OR Ya'THREADED SEE DETAIL 15/DI OVER ROD W/WASHER PLATE,SEE DETAIL IS/DI ® , 1 ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANJ�EDGE FRAMED Cn r G TOP 30 7.0 145 ROOF SAYE TO RIDGE ROOF ONLY 20 FT Ib WALL PORTAL DETAIL'B'ONLY APPLIES TO b FT To IB FT WIDE OPENINN65. � ry V�1 v FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS RbO2.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIR5T FLOOR APPLICATION ONLY.PANEL RAS 51N1'S0N STRONG WPN1 REQUIRES EMSINHRED DESIGN TO TOP 40' q.01 1155' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGUIREMENT5 FOR BRACED WALL PANELS AT BRACED HALL LINES. WALL TO BE CONTRIBUTIN6 LENGTH OF 48•TOWARD5 RbO2.1o3(U MINIMUM LENGTH TO DETERMINE PANEL 51ZE AND ANCHOR BOLTS FOR ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 U�ON FIRST FIL"M'PLICA"OILY. REOUIREMENT5 FOR BRACED WALL PAWLS AT BRACED WALL LINES. ACTUAL HORIZONTAL DE5116H WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 I I ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 Fr NP SIMPSOI\! STRONG WALL B NUMBER TOP 6o 13.0 215 HALL HEIGHT ANY STORY 5 F O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" 3/b"m ANCHOR BOLT OR HALL HEIGHT ANY STORY q FT OA5 ADHESIVE ANCHOR BOTTOM of 2 Io 5.o Io5 HALL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D F DETAIL - TYPE E DETAIL - TYPE F 2016023 BOTTOM OF 2 20' CID, Iq.O' WALL HEIGHT ANY STORY 12 FT I.I C NOT TO SCALE PER FIGURE 8602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 ` NOT TO SCALE PER FIGURE R602.10.6.1 F NOT TO SCALE PER ENGINEERED METHOD W :. .4 ..•.• Guaba.'..a... • n°a BOTTOM OF 2 30' 13.0' 215' NUMIBER OF BWL PER FLAN DIRECTION AT STORY 3 1.3 (n NAS OF BWL PER PLAN DIRECTION AT STORY 4 1.45 =. SHEET NUMBER BOTTOM OF 2 40' 11.0' 36.01 NlMEIER OF BWI.PER RA DIRECTION AT STORY 5 OR MORE Ib GYP BD FIN15H OMITED FROM IN51DE FACE OF BHP 1.4 -�IBRACED WALL RA N E L DETAILS Z HOLDOI�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TD METHOD G5-WSP ONLY UNITS I I (MODEL B- 1 8� 12 MODEL B - 1 MODIFED Z GYP BD FASTENING ANY STORY 4"0/G 0.lBOTTOM OF 2 bo' 25.0' 525' APP IES TO METHOD 63 ONLY NOT TO SCALE ) (1) N.T5. L LLJ COPYRIGHT CRCH ARCHITECTURE P.C. 2017; ALL RIGHTS RESCRVF;D 12 z 9 LINE OF ROOF4'-0" 4'-0" ? E TRU55 BEYOND MO VENTING) (No VENTING) RIDGE VENT RIDGE VENT o � v (3) 2x8 P.T. 61RDER I I Z ^V^ 11 BI-5 O W o rn BEYOND BI-5 I_ U 12 12 U rowl -�-' d Ix8 FA5GIA BOARD q q w N p o 12 12 .12 12 12 12 12 12 NN� �� 12 12=�, 12 1 12 12 12 GUTTERS d LEADERS .0 2 Z - " - - - - b"AZEK TRIM BOARD U E,5 cd� b AZEK TRIM BOARD ALL 6UTTER5 d LEADER5 SHALL BE BAKED Z 'v M MITE ALUMINUM .032"MIN.6AU6E,GUTTERS OU Q w a co HARDIPLANK HORIZONTAL I 51MP5oN LU528-3 FACE �_ HARDIPLANK HORIZONTAL SHALL BE 5"SEAMLESS,0.6.5TYLE w/ALL � _ ,� N � = MOUNT HANGER CLAP SIDING ' 8" 6" 8"_ b' 8" 8"' CLAP SIDING RELATED d REQUIRED ACCESSORIES. LEADERS U cam,, 00 ry (3) 2x12 P.T.GIRDER BEYOND I x 8 AZEK RAKE BD W/ OH. OH. OH. / OH. OH. OH. SHALL BE MIN.2"x3",.021"GAUGE W/CLIPS ✓E - - - - - - - " IE I"x 8"AZEK RAKE BD w/ ANGHOR5. CAULK d SEAL ALL JOINTS. PITCH ("x 3"AZEK TRIM(TYPE 12 12 I"x 3"AZEK TRIM(TYP1 GUTTERS MIN. 1/8"/FT.PROVIDE P.V.G. q EE b" DIA6.AZEK = = b"DIAD.AZEK _ Ix AZEK TRIM BOARD OVER TRIM BOARD q RECEPTORS 8",ABOVE GRADE TO RECEIVE a `r n i n i n i'"0 GIRDERS(TYP.) 2040 _ 2040 2040 _ - 2040 TRIM BOARD _ LEADERS(GL05iED GAP DESIGN). - - - - - 12 li ui 11r+ OH. b"HIGH BLIND DH _ DH DH _ DH b"HIGH BLIND q 51MP50N BG52-3/6 P05T 1 q�' r FLASHING _ FLASHING _ � GAP ANGHOR 10" SQUARE H646 PERMA GAST N --- L J = GOLUMN #4b382 W/SQUARE — — — — — — — ALIGN ALIGN Z FLAT GAP 4 BASE (OR EQUAL) - M.BEDROOM FASCIAS _ _ _ FA5GIA5 — — — — — — — _ — T — — — _ o - T_ -� - M.BEDROOM 4" 2'-0" I o GORNER COLUMN TO BE PLATE HT. // / PLATE HT. j PROVIDED W/SPLIT KIT bxb P.T. P05T WITH 51MP50N 2'-0" oH. - OH. OH0 Z ABU66 POST BASE(TYP - ALL oH. 0 I I O COLUMNS) NOTE W: / U $ PVG 5R TTER5 WITH FIXED ® ® ® Lu PVG 5HUTTER5 WITH = HIN6E5. WIDTH OF ® r- FIXED HIN6E5. WIDTH LL O Ln TYP. REAR COV. PORCH DETAIL I 4 5"fI-TER TO BE HALF WIDTH OF WINDOW. 1 -11 HALF OF SHUTTER TO BE _ = HALF WIDTH OF WINDOW.o O rn d) Q - - ((�j cn COVERED UMN® PORCH BEYOND / 1-PORCH BEYOND �D GOL LINE OF ROOF FIN. 15T FLOOR TRU55 BEYOND FIN. 15T FLOOR_ _ TZI I I I I (3) 2x8 P.T. 6IRDER \ I I 1 - - - - - - - - - - - - - - - - - - - - 1 - I - - - - - - -- - - - - - - - - - - - -- - - - - - - \ 12 BEYOND Ix4 AZEK TRIM Ix4 AZEK TRIM O \ I I ALL 51DE5 ( I HATCHED AREA 1 1 I ALL 519155 Q Ix8 FA5GIA BOARD I I I i IWIGATE5 LOCATION I I I I I I 11-- OF FIRE RATED ROOF I I I I I I w \ = WALL 5HEATHIN6,4-0co \ N w Q I I I 1 FROM CENTER OF I I I 1 I 4 0 \ _ I I I 1 FIFZE ALL-EACH SIDE 1 1 I I 1 m ( h I I I I I I I I I F� w \ 51MP50N LU52&-3 FACE MOUNT HANGER I( I BASEMENT (3) 2x12 P.T.GIRDER BEYOND _ - -�-----I -, - - - - - - - - - - - - - - - - - - - -I-,- - - - -IL - - - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - - - - - - - - - - �I- - - - TI- - - - - - - - - - - - - - - - - - - �� BASE T ` - - - - - - - v — — — — — — — — — — — — — — — — — Ix AZEK TRIM BOARD OVER — — — — — — -L - - - --I- - - - - - - - - - - - - - --- — I- - - - - - - - - - - - - - - - - - - - - - - - -I- - OH.. GIRDERS (TYPE FRONT ELEVATION 2 HIR �I n III lit�i OH. WALL PER L�336N FRONT`lT E 1¢�- 51MP50N BG52-3/6 P05T �1 GAP ANGHOR H Z LJ 12" SQUARE PERMA GAST UNIT l 2 UNIT l l i I I L = COLUMN W/SQUARE FLAT GAP 4 0 li BASE (OR EQUAL) - GORNER U 4" 11-2" o GOLUMN TO BE PROVIDED W/ 0 SPLIT KIT MODEL B - l (MODIFIED) MODEL B - l I ., KB ERRY I I I bxb P.T. POST WITH SIMPSON �2 HR SEPERATION ABU66 POST BASE (TYP - ALL WALL PER UL#33b COLUMN5) 4'-0" 4'-0" 10 TYP. FRONT ENTRY COV. PORCH DETAIL RIDGES TO ALIGN (NO VENTING) NO VENTING, RIDGE TO ALIGN 2 RIDGE VENT RIDGE VENT 3/4"=1'-0" B-) I"x 8"AZEK RAKE BD W/ I"x 8"AZEK RAKE BD W/ ui ti I"x 3"AZEK TRIM 12x ISx 18'VIN'rL I"x 3"AZEK TRIM cli M r N o VINYL b"AZEK TRIM LOUVERED VENT LOUVERED VENT b"AZEK TRIM o 04 (14 M CI) Co 12 12 q(— I I Iq TYPICAL ROOFING: b"HIGH BLIND 12 12 6"HIGH BLIND TYPIGAL ROOFING: ARGHITECTURAL FLA5HIN6 q q FLASHING ARGHITEGTURAL SHI%LE5 15# FELT SHINGLES 15# FELT UNDERLAYMENT \ UNDERLAYMENT 5/8" PLYWOOD \\ / 5/8" PLYWOOD z z z o z z z z SHEATHING \ i SHEATHING 0 0 0 1= o 0 0 0 ROOF® COVERED > 5 55 ROOF COVERED12 q q 12 PORCH BEYOND w w w w w w w w H 13EY 12 - 12 -� � q 1-2o o � CID z q J �: _ LINE OF HIGH 6 HIGH BLIND - BI-I BI-I b HIGH BLIND LINE OF HIGH GEIL.B)=POND FLA5HIN 1512FLASHING GEIL.BEYOND = 0 N ,a,.:... PORG_HFTTTFT P_ORGH - - -- - - - - - ,m - -- - - - - -- - - - -- - - - - n-n- - - -- - - - - - - - - PLATE HT. ill 4r W-4 1.1 d I fill fill fill I I I I I7F I I I I W - Ill li ii ii ii ii li O F� m i t I I I I I I I I I J 0 I I I i I I ~ _ = I I I I I w !� O Y z IS'- IBI WI TH I I ° ,_ ,. ° u, i 18' 0" B WI TH I I D- LJJ W wuj Z44 f/141 Q o I I I I I I II II II = z O I II II • I I I I I (n O 4 I I I I I 4 4 I I I I Wzt I I I I I I dJ dJ I I I I I jj I I I I I I I I I I I I I I I I I I I I I I I I FIN. 15T FLOOR w FIN. IST FLOOR i i I I I I _ F Fzr z z I I I 1 I 6 AZEK TRIIMI PII LSIDES I( II II �II pip llll „II IIII SII ;,I II b" AZEK TRIM WALL BEYOND II1 WALL BEYOND 69" AZEK TRIM I IIIIIIII IIII ,IIIIIII I II I I 6" AZEK I I I ALL 51DE5 RgEER-D y 6x6 P.T.P05T WITH ALL SIDES vQ 6x6 P.T.P05T WITH I p I I I I III 51MP50N B652-3/6 II II II ALL 51DE5 II II II � 51MP50N BG52-3/6Y, � I I I I p I I I HATCHED AREA I I III I I II I I 1 \ P05T GAP ANCHOR 4 10 SQUARE HBd6 IFb A GAST I ill E6RE551 III I INDIGATE5 LOCATION I III 6RE55 IIII I 10 SQUA HB86 PERMA GAST P05T GAP ANCHOR d _ II i II 1 II �r1NDow III I I 1# 1 1 I 51MP5oN ABUbb I I I COLUMN #46382 W/ ARE 1 I I q WINDOW ---J I I OF FIRE RATED RDOF d I I�___�L==JJI I COLUMN 382 W/SQUARE 51MP5oN ABU66 4 I I = __=J --------1 1 1 1 FLAT (AP 4 BASE (OR EQUAL) I I I P05T BASE(TYP- P05T BASE(1YP- I I I FLAT GAP BASE (�R IEQUAU 1 I LI- IJ 1 WALL SFfEATHING,4-0 LI---------IJ \\ _ ALL COLUMNS) I ( I - CORNER COLUMN Tp $E I I -------- I FROM CENTER OF I I I - GORNI R COLUMN TO BE I I I ALL GOLUMN5) - I I I PROVIDED W/SPLIT IKIT 1 q I II FIREWALL-EACH SIDE I q I PROVIDED 1W/5PLIT KIT I I I w ,S- r� r BASEMENT _ I I I I FDI FDI 0 ._ �� � J - _ B SEMENT L —I— -j L- __jL- - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - -I L_ J L- - -I- - J - -REAR ELEVATION -REAR ELEVATION JOB NUMBER 12 HR 55`ERATION 1/411 = I I-,(yI 2016023WA LL PER UL#336 UNITS l 1 (MODEL B - 1 ) & DUET LUSTER QSHEET NUMBER UNIT ll UNIT l2 12 (MODEL B - 1 M DIFED ELEVATIONSz "DOR-or W-111111116DEL B l INI�BERRY MODEL B l MODIFIEDMOw 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: AI-L RIGHTS RESERVED SELF FLASHING STANDING SEAM METAL Z CHASE GAP w — — I "• RIDGE VENT — — — 6" TRIM GAP U o V C) z 12 t 6 OPTIONAL WOOD co 12 GHASE WITH METAL U y. GAP AND CULTURED 1145TALL ICE 4 HATER 12 - . STON VENEER PER MANUFAGTUREIERDS N 6ARA6E DORMER 12 __. w. =-.. E SPEGIFIGATIONS TO MAINTAIN z �.x.. BEYOND _ LINE iOFR� '— _ BEY ® �.,._ WARRANTY Q w M _ PRODUCT WA Z O BEDROOM#2. `��— RIDGE VENT NOTE: 0 c�a C' RIDGE VENT APPLY ICE d WATER SHIELD IN U � cc T - — — — — — — �� FAIR WEATHER WHEN THE AIR M -- 12 ROOF DEGK AND MEMBRANE —I q ARE AT TEMPERATURES OF �- 2 - 40°F(5°G)OR HIGHER 0 a G ABLE q q FLUSH ROOFS o W — w A Nit i'Ix8 FASGIA BD. _ _ PORCH Z 1�4 8"AZEK nn an n PLATE HT. _O M.BEDROOM TFRIEZE BD. �uw PLATE HT. _ - OH. NOTE W: PVG SHUTTERS WITH FIXED i i I Z TTF HINCEE5. WIDTH OF SHUTTER TO BE HALF ,. J WIDTH OF WINDOW. i i i i ° = BI-I �' 0 LL Ln1 I— EXTERIOR HALL _ MM -HARDIPLANK 5HIN6LE SIDING -TYVEK OR EQUAL Q © i i i i ❑ Qj� _ r -1/I6 055 SHEATHING i i -2xb WOOD 5TUD5® Ib"O.G. -b"R-21 BATTS - - - _ _ _ _ _FIN. IST FLOOR F1 15T FLOOR - - - - - - - HAL® BEDROOM I O all WALL® GARAGE 12" SQUARE HBG DERMA CAST AZEK TRIM #2 BEYOND —� BEYOND COLUMN W/SQUARE FLAT GAP I ALL 51DE5 I bxb P.T.PAST WITH Ix4 AZEK TRIM I t BASE (OR EQUAL) -CORNER I I I I I I W 5IMP50N 6652-3/6 H COLUMN TO BE PROVIDED W/ I I POST GAP ANCHOR d I I I I W SPLIT KIT I WALL I 5IMP5ON AB%b I I I I BREAK I P05T BASE(TYP AL COLUMNS) I I I I ❑ I I I I I I w O I I I I I I I I I I I 2015 IRG- 62427.8 (503.8) BASEMENT - -}— - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - TI- - - - - - - - - - - -�I- - - - - - - - - - - - -- - - -I-- - - - - - - -J T_ —LT- - - - - - - - - - - - - - - - - - - -� VENTINO 5Y5TEM TERMINATION LOGATION: U L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - -i- - - - - - - - - - - - - - - - -I- - - - - - - - L - - - - - � - - - - - - - - - - - - - - - - - - - � THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN = INPUT OF IOp00 BTU PER HOUR(3Kl^O OR LE55 SHAL BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A -R1 C HT END ELEVATION BTUPER AND SUCH AN APPLIANCE WITH AN INPUT OVER LL BE � BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE � r a - u INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND Z v I/4 - I-0 AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR W SHALL HAVE AT 1FA5T A 12 INCH VENT TERMINATION 2 CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR U UNIT l I- 2015 INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. MODEL B - 1 INI�BERRY) INDW IRG- R35,WH SELF FLASHING IN DWELIN6 UNI i 5,WHERE THE TOP OF THE SILL OF AN 5TANDIN6 SEAM METAL IF T OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" GHASE GAP //-° �q II\\ ABOVE THE FIN HED FLOOR AND 6REATER THAN 12"ABOVE i—_II._L.II1_IL—I THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF The BUILDING,THE OPERABLE WINDOW SHALL b TRIM GAP _ _ _ VENT COMPLY WITH OSE OF THE FOLLOWING: * OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING IN IT5 LARGEST OPENED w .- ri OPTIONAL WOOD 12 P051TION. Q N N " Ch r: C4 o CHASE WITH METAL t b * FALL PREVENTION DEVIGES THAT COMPLY WITH ASTM F 2050 r N N M M 00 r GAP AND CULTURED 12 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO INSTAL ICE d HATER SHIELD STONE VENEER T - - FULLY OPEN,SHALL NOT REDUCE THE ONET CLEAR(OPENING PER MANUFACTURER'S NDON To 12 GARAGE DORMER SPEGIFIGATIONS TO MAINTAIN LINE RooF \ _ 12 BEYOND AREA OF THE WINDOW UNIT TO LE-55 THAN 5.1 SQUARE FEET. PRODUCT WARRANTY �F BEYOND® NOTE: RIDGE VENT RIDGE VENT APPLY ICE d WATER SHIELD IN - FAIR WEATHER WHEN THE AIR, ROOF DECK AND MEMBRANE 12 0 0 0 ; 0 0 0 0 ARE AT TEMPERATURES OF � V5 m V5 V5 40°F(5°G)OR HIGHER. q 2 ww ww W w W W W W 51-1 12 I2 _ GABLE e FLUSH R A1.1/_AI,CAGrI q q OH Q N W O ZF- Ix8 FA5G1A BD. 4 _PORCH _ _ nn nn 8"AZEK - PLATE HT I I' nn FRIEZE BD. - - _ _ M.BEDROOM A A_I-4 I Z I OR i i W v .J NOTE W: IL I i i i i � � � � PVG SFIUTTERS WITH FIXED J } m i i i i HINGES. WIDTH OF W O ° I I SHUTTER TO BE HALF = W i� 0 BI-I = i = WIDTH OF WINDOW. w = Q I o z i LILL i i a z v o 4 = 0 4 i i i EXTERIOR HALL o 0 `pIL_ I I I I I I I I I I I� -HARDIPLANK 5HINOLE 51DIN6 © � O O :EE= L Ll -TYVEK OR EQUAL 1111111 11 1111 Il ilTTT-17771111 ill 1 11 1 ly I : Am -7/Ib"058 SHEATHING W -2xb HOOD 5TUD5® I b"O.G. ❑ r l i i i � -6'R-21 BATTS W Ahj FIN. IST FLOOR_ _ _I _ _ _ _ _ _ _ _ _ FIN. IST FL_ F } z 00 WALL® BEDROOM I I I ALL SIDEIS ( 12" SQUARE HBt6 DERMA CAST ® GARAGE I ? J #2 BEYOND I I I I I COLUMN W/SQUARE FLAT GAP BEYOND I o I I I Ix4 AZtK TRIM bxb P.T.POST WITH I I I BASE (OR EQUAL) - CORNER I cn l 51MP50N BG52-3/6 �- z- I I I P05T GAP ANCHOR I I WALL I COLUMN TO BE PROVIDED)IN I `M WQ �� �E: � �y�'yam, FDI I I I 51MP50N AB%b I BREAK I SPLIT KIT I o U ¢ r" q \ P05T BASE(TYP- I ( I F-< ; .�� i Y, < ii I I I AL COLUMNS) " a I I I I I = r = lI _ BASEMENTw i - - - - - - - - - - - - - - - - - - - 71- - - - - - -- - - - -1-L- - - - - - - -JT- - - - - - - - - - -IL - - - - - - - - - - -I-,- - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - � ❑ �=---_� L — — — — — — — — — — — — — — — — — — — -L — — — — — — —— — — — —I— — — — — — — — L-- - — — — — — — — — —I— — — — — — — — — — — — I- — — — — — — — — — ——— — — — — — — — — — — — — — — — — — — — — — — LEFT END ELEVATION ".IOBNUM13ER I/4" -011 w 2016023 UNITS l 1 MODEL B - 1 & DUET CLUSTER QSHEET NUMBER UNIT l2 ( ) B - l (MODIFIED ) 12 (MODEL B- 1 MODIFIED) ELEVATIONS- MODEL _ W 0 COPYRIGHT GRCH ARCHITECTURE RC, 2017; ALL RIGHTS RESERVED 38'-611 38'-10" 2'-0" LINE OF REAR CHEEK 2'-I" 5'-l" 6.10 5'-1" 2'-I" 22'46" It k 22-10" 2'-I" 2'4" Z W WALL® UNIT II W E UL N 2" 16 0 A 2 HR 5EPEIRATION A �_ W a) g-5 I WALL PER UL#33b B- ` L O 0 N I- JJ � cn � v U •^ U > � UNEXGAV. o 0 7 4' P.G.SLAB WITH xb, i-' N>' FD1 NEXGAV. 10/10 A.M.OR FIB MESH. � - 4"P.C.SLAB WITH xb, MIN.3!00 P51 GO . ZOO'v M 10/10 M.OR FI RME5H. I o U Q w co MIN. 00 P51 GO G. a� o v _ r 00 r q LL CD FDI (� r 8EL I b'-0" 4'-4" M.O. 1.-0.. 8.. l_p" r 8" l'-0" 8" 2'-b" 4'-4"M.O. 15'-8" N 2"x10 q I 4 o SLAB SEA 4 — FDI - _= ZO 1 WINDOW i' - - - - HD 2"x 10' �-4444-, - r d I v U Q SLAB SEAT3 o o I N iv o FD 1 O I N o I HIP I 12" .G.FOUNDATION WALL � HD% x: ECERE55 I 1 -_ -_ - - — _ WI DAMPROOFIN6 ON 7 2'-0' U) HD _ - - - - WINDOW FD1 _ I - - 24" 12" P.G.FOOTING (2)2X10 P.T. FD 1 JL 0 I0 m Z 1 4 12"P.G.FOUNDATION d N O I N 8 - 123'-O" 14'-4" WITH DAMPROOFING N I --- - - - - HD I I f HD 0 III 24'x 12" P.G.FOOTIN - - _ I I I I - � O (2)2X10 P.T. o I I 4'WIDE DIRECT VENT HEATING EQUIP. I LL Ln 2'-0" I I 14'-4" 23'-0"I - I J015T SEAT. u~i APPLIANCE CLEARANCE APPLIANGE� F- TOW. I I I TOW.ELEV= (-)I'-I�" 9, SHALL BE INSTALLED WITH THE III I 1 4"WIDE O ` ' J r III I I I J015T SEAT. o CLEARANCES FROM UNPROTECTED I � Z III ~ 1 ;fl o COMBUSTIBLE MATERIALS A5 I u' ❑ DIRECT VENT HEATING EQUIP. �, L4' H%IPE � I II TOW.ELEV= (-)I-I� �- I I ( id ® u, INDICATED ON THE APPLIANCE LABElL APPLIANCE CLEARANCE APPLIANCES J015T SEAT. �? I N - AND IN THE MANUFACTURERS I III SHALL BE IN5TALL.ED WITH THE TOW.ELEV= (-)I'-I;" �I 111 o �? X I CLEARANCES FROM UNPROTECTED o I I I o iti I N INSTALLATION INSTRUCTIONS. L - J ►� To 10' COMBUSTIBLE MATERIALS A5 Q fl I c i I I N ® I 3" DIA STEEL COLUMN INDICATED ON THE APPLIANCE LABEL,r, >i ® 9 X I N ON 30"x 30"x 12 DP PG PROVIDE FRESH AIR INTAKE B HD AND IN THE MANUFACTURERS i - I o I I I FTG N.o.N) TO MEGH EQUIP PER CODE B-5 - -1 INSTALLATION INSTRUCTIONS. N r I c`+ (I I T71 3�"DIA STEEL COLUMN I �' I ( I I PROVIDE FRESH AIR INTAKE ON 30"x 30"x 12"DP PG c ,ry-� 4 I I'-0" 6'-0" b'-2" I 8'-5" - 8'-5" 8'-5" 10" 4"WIDE I II I TO MEGH EQUIP PER CODE FTG N.O.NJ B J015T SEAT. I I II F TI I v ' " I II- w w B-5 TOW.ELEV= (-)I'-I1" 10' 2'-0"11 I 8'-5" S'-5" 8'-5" 1 1 6-2" FT 6'-0" I I - 1 II " " 0. D.O. II I D.O. 5 1/4 x q 1/2 LOW D.O. 11 LVL BIRDER + L I J 4 — I I t L l I r4 JJ L _ J L V HD D.O. F_ 7 5 1/4"x q 1/2" LOWFF 7 II D.O. Iis �'' 1I D.O. D.O. F I 1 D_ - - - - 1 Il I BASEMENT SLAB 11 4 ❑ w O — -}- — I I — h"�'� i. — I 1i — — — -- I I L-- I I •4'P.G.SLAB(MIN.2500 P51 GONG) fDl LVL GIRDER I I '.006 MIL.POLYETHELENE VAPOR 4 J L _ J LL o I J I _ L I I I I -� 1-+-� �I (I BA5EMENT 5LA8 $r a Flu To a5%DENSITY FD 1 41 #4 P.G.SLAB(MIN.2500 P51 J I I —g I I (� , I I 4 i - - I tl I UNFINISHED BASEMENT III II DOb MIL.POLYETHELIM VAP I Q 8 L I I I I FDI ( I- �� � I I I - J III N N BARRIER ►- I � I ri ® u IT GL ILO5ED CELL SPRAY H E TAMP a FILL TO 95`x,DENSITY I I I I I I i O I ( _ ) I I - J� N ' 2'-0" LIV 2 6 4"HIM Q in 2 �' v 5' I °— I I �p �n FOAM INSUL ALONG INSIDE 10 o FD1 I o �, III -- _ _ ^�L J v v - FACE OF FND.WALLS-FULL HT I TOW.ELEV= (-)I'-i " � III UNFINI5HED BASEMENT ( _ _ - - II •8'-0"GEILI%HT. L _ I I — — _ — — I r — — ®— I x O OR DRAPED BLANKET 4"WIDE 2'-6" 2'-0" *(R-13)CLOSED CELL SPRAY ri ® II I L C — �? I x J x I`�.i � a — IN5IAATION JOIST SEAT. 1O FOAM INSUL ALONG INSIDE X Il — I O N — � — •ALL EXPOSED HOT WATER W N - v ° I I m ( m N ® PIPING AND/OR HEATING DUCTS HD TOW.ELEV= (-)I'-1 " I FACE OF END.WALLS-FULL HT r r L _ m g ® L — I I 4 WIDE J015T x TO BE INSULATED A5 PER N.Y.5. Z) _! �TDRAPED BLANKET O cION _v I 111 1 SEAT.TA.SEAT _ — — N CODE. I'-10" UNEXGAV. 6 U 11 ALL EV05M HOT WATER � � � N I I I n �v r - � C 2'x 10" 4"P.G.SLAG WITH bxb, FD1 O n �I ELEV= l-)1-I ( - 10/10 B.W.M.OR HD PIPING AND/OR HEATING DUCTS N ® m �m m� � I 1 I� I I I . � I � — — � I ;- 11 LAB SEAT FIBERMESH. TO BE INSULATED AS PER N.Y.5. cxv " N o N N UNEXGAV. 1-lo GORE. 4 WIDE J015T I III I I 1S_b 1 1 II -3 , b-8 6 8 10 3 8 8 MIN.3500 P51 GONG.r u, 6 SEAT.T.O.SEAT I I J FD1 4"P.G.SLAB WITH 6x6, 2"x ION G - 2jEt2fL I� r - ELEV= (-)I'-I " I (� _ _ ,T 11 3'-2" 10/10 W.W.M.OR F 4444 SLAB SEAT ,- - I II FIBERME5H. I - - - I I 1 �� III I I O o - - - P.O. 5 1/4"x q 1/2" LOW HD MIN.3500 P51 GONG. 8" 3'-8" '-0" 6'-8" b'-8" -3�°- I I I 18'-6" �� II I _ 5-2" I I- - - - i 1 l0"P.G.FOUNDATION WALL 3 i E - -EVE-G1RDE • - - - - - I I HIITP.G MP OOFIN6 0120 x B1-5 I' I — 7� HD 5 1/4"x q 1/2" LOW - - o Ili ELEV. = 0'-O" I U I I I " w _ _ I I ZV[ �RDE� _ _ 3 10"P.G.FOUNDATION WALL FDI I Q N N N c! I` fV r - - - - _ I #5 CORNER REBAR5 W/ 4'-0" _ � Z- I WITH DAMPROOFING ON 20 x I 1 1 DASHED LINE INDICA 5 I�� - - - _��I 3_4" p I I' 2" DIST SEATi O N N M M ao O— U I I B1-5 10"P.G.FOOTING-T.O.W. I I LEC75 ® MIDPOINT OF I I FIRST FLOOR HAL 5 I - - - - TOW.ELEV= (-)I-I 01 I I ELEV. = 0'-0" FOUNDATION HALL b I'-b" I I ABO _ 4 WIDE I =� I Fvl I I I III FROM TOP 4 BOTTTOM. I I n J015T SEAT. lI -_1 I I I " I I I TOW.ELEV= (-)I'-I " 1'-2' ID" 3'-4" L -_ _ _- -_ -_ Z046HED LINE INDICATES I I #5 CORNER KEBABS W/ 4-0 5 I _- UP 4 L F RST FLOOR WALLS LEG5® MIDPOINT OF _2 UNEXCAVATED TYPICAL - -I L] A I I (2)2X12 FLUSH FOUNDATION HALL 4 149 I 1 o GARAGE SLAB (2)2X12 FLUSH o T.O.W.ELEV. _ III I i FROM TOP 4 BOTTTOM. I I 4 P.G.SLAB(MIN.3500 P51 GONG) I p,-0" I I REINFORCED WITH bxb,10/10 W.W.M. � I I — 9 co I ( L - - - -1 4— III "TAMP a FILL TO q5%DENSITY I I II z Z z O z z z z r — — — — — UNEXCAVATED TYPICAL I I f 51-OPE GARAGE SLAB DOWN 2" ( N X x N - - II o 0 o a o I GARAGE 5LAB p TOWARDS GARAGE DOOR N I '\ > TOW.ELEV. - Q I I cn - -�- - s ( > > 5 w 5 > > > I , " = u, V •4'P.G.SLAB(MIN.3500 P51 GONG) I • — y ) w w w w w w w II °-0REINFORCED WITH bxb,10110 W.W.M. I I b" P.G. FOUNDATION HALL w ( — o — — — ®Zk, N I "TAMP a FILL TO q5%DENSITY I I WITH DAMPROOFINC7 ON I ° -� -- x +SLOPE GARAGE SLAB 001^612' O Ib"x 8" DP P.G. FOOTING ° I - - I L - - - - - - - L I N TOWARDS GARAGE DOOR I._p.. III N I w ® (— — — L — — — — — — — — — — — 1 N i —`—'—) I — — — — — I 8" N 61- , 6'-q° 6'-q" Io° o - - - - - - &' P.G. FOUNDATION HALL cv o N - - - - - - - - - Al I WITH DAMPROOFING ON I I I I I r N Ib"x 8" DP P.G. FOOTING -i I F_ � " I N ® I " I I 4 D.O. 1 5 I/ x q I/2 LOW D.O. r III 0 10116 b-9 b_q 11 18 Il-10 I I i FD1 L I I L - J LVL GIRDER L - J L I Z N r -1 F_ LI I I I 1 TYP. BEAM POCKET I W II D.O. 5 1/4"x q 1/2 LOW D.O. 4 TOP OF HALL 4 Q-•i c' LVL 61RDE I I I = WRAP ENDS OF GDR Yy/ I W �_ JL 8 FDI ON= -I-2 T.O.W.ELEV. = WI ALUMINUM AT POCKET O m o a� OR PROVIDE 1/2 AIR W w I TYP.BEAM POGKET I TOP OF WALL ll I J N ( SPACE ALL SIDES 1 > O 0i iL 4 I WRAP ENDS OF GDR = ON= -I-2 • F- EDI T.O W.ELEV. = I I N I 2 H/ALUMINUM AT I I 0'-0" 8N v I FD1 POCKET OR PROVIDE 5 Q o Z H I " I I N 3 I `y S ZZ 10" P.G.FOUNDATION WALL 1/2 AIR SPACE ALL �, FD1 4 SIDES N i FD1 ( i ® WITH DAMPROOFING ON 20"x I w n �� 2 y v I Q I x l0"P.G.FOOTING-T.O W. I p 1� FD 1 I o Q I ELEV. = 0'-0" I ^j 10"P.G.FOUNDATION WALL N FD1 A N WITH DAMPROOFING ON 20"x �' ® I �0 10" 15'-4" 10" ❑ 10"P.G.FOOTING-T.O.W. I o B-5 I 1 4'WIDE III x ELEV. =O'-0" I l "' I FD 1 J015T SEAT. O + TOW.ELEV= (-)I' 10" 15'-4" 101 A I I z P..+ m III 4"WIDE 1 I B-5 - - �a J J015T SEAT. FD 1 I HD • = HD z U TOW.ELEV= (-)I'-I " I I LINE OF MASTER BEDROOM 0 - `� N FRONT WALL® UNIT 12 N W _\�( - . .ARC HD p HD C� M.O. I'-8" I'-4" 16'-0"M.O. 1'-bN </ IT-0" 4'-0" 19'-2" I8'-10" 4'-0" Il'-O" - W' { " UNITS I 1 (MODEL B 1 ) & ��, � , HD= HOLD DOWN 40-0 40'-0" u) •r' 38 10 .�©� 01 " ❑ NEW 12 (MODEL B - 1 MODIFIED) AB= ANCHOR BOLTS FOUNDATION PLAN I FOUNDATION PLAN 13 AJ'OB NUMBER 6ARA6E SIMP50N STRONG WALLS 1/4"=1'-0" 1/4"=1'-0" � :� 2016023 GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO REVIEW UNIT 12 I UNIT l l � SHEET NUMBER MULTIPLE LVL GIRDER GONNEGTION5. THESE GONSTRUGTION DOCUMENTS UPON RECEIPT FROM Ct 2 HR SEPERATIoN DUET CLUS TER FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT ARGHITEGT AND REPORT ANY AND ALL D15GREPANGIE5 H T U BER Q INGLUDING ANY DIMENSIONAL C.ONFLIGT5, IMMEDIATLEY TO I WALL PER UL#336 � TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, ARGHITI=GT FOR GORREGTIVE MEASURES PRIOR TO B - 1 MODIFIED MODEL B - l INI�.BERRY Z " OM END5 GON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMEN51ON5 SHALL MODELFOUNDATION PLAN � - FROM TOP � BOTTOM, � MIN. 4 FROM BE GALGULATED AND NEVER 56ALED UNLESS OTHERN15E NOTED. 2w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 10' SQUARE HB46 PERMA GA5T -( )2Xa T�IRDE �- - --R H Gk 2 HR 5EPERATION COLUMN#46382 W/SQUARE I i Z CC ,, WALL PER UL#336 FLAT GAP 4 BASE (OR EQUAL) I I w ^ E - - - - 2 -CORNER GOLUMN TO BE q 6x6 P.T.P05T WITH 51MPSON -S- 7Yp'Tr61�E� PROVIDED W/SPLIT KIT 1 U a) BG52-3/b P05T GAP ANCHOR 4 M97= 36'-b° 36-10 2'-p" O '�� 5 o U 51MP50N ABUbb P05T BASE Z (TYP-ALL COLUMNS) I I i ( 1 1 O W s 10" 5QUARE HB 4 6 PERMA GA5T A A , ~ L c) I6-0 I 22-6 22-10 o " COLUMN #46382 W/SQUARE " " bxb P.T.POST WITH SIMPSON U �i P I , FLAT GAP 4 BASE OR EQU I6'-0° BC52-3/6 P05T GAP ANCHOR 4 U N COVERED - CORNER COLUMN TO BE I o GOVERED 51MP5oN ABU66 P05T BAaE N> I I PROVIDED W/SPLIT KIT 2" `� ,r, I Z U 3 ,�, PORCH ALIGN TOP OF '� PORCH p�c� (NP-ALL COLUMNS) z f� L cn:am 8 O" ' b_b, TRAN50M5 ' OU Q w M b'-0" cL 4'-I I I I'-3" b'-4 I I-3" 4-I I' a-0" 8-0' o x I (2)3010 TR (3) alb TR ❑ _ ALIGN TOP OF ® "HO HT (3) 850 DH i I "1016 TR I I U M M TRANSOMS (2) 0 DH HINDOH p T Ig 1 6080 5L. G . OR Wl C m ( I (2) I8" 51 ELI6HT5 19 a 1 g016 TR (3)2816 TR (2)3010 TR DI DI ( I 60805 . a. ORW/ I I " 12 1 � - - - - - - - - - -� 1 (3)265 DH EGRESS ® 8-0 D T 19 I (2) 18" DELI6HT5 1 ® 8'-0" D HT (2)305 DH I I9 DI -I-- -1 Iq WINDOW DI DI r - � HD - - - - - - - - - - J HO 1 r- - - - - - - - - - -� I _ 12 _ - `r- - ter - 525"x111/8"LVL HDR �- -I-. DI 19 I F - - - -I -I -_ - J 2016 TR i- H - - J HD DI HD - - - JL - - _ J L_ _ - -1 _ - JLJ 2052 DH Z ter - r `�- - - - - - - I ® 8-O HD HT cs O a �v I-- Zz 5.25"x II l/b"LVL HDR - - =v (2)2X10 HDR CONTINUOUS DI - - - -_ - r - �r - - - � 5.25"x 11 1/S"LVL HDR J // \\ I- � � 21 "G L - - JL - - �- - - J L - - - JL - - - J HD 4 12'-0„ 15'-O" 6, N H CONTINUOUS ;fl (2)2X10 HDR `° I FIREPL E Z b / \ X525"x II 1/8"LVL HDR I v p 15'-0" 4" 12'-0" 4" II'-0"CEILING I I U L _ 10'-4" q'-o"CEILING BREAKFAST AREA I LIVING AREA I o I I I 1 BEDROOM #2/ I LLLn 11'-0"GEILIN6 `r _ o I TEMP GL I O m LIVING AREA I BREAKFA5T AREA ry OPT. DEN L _J I I RA15EO HEARTH Z csi T q'-0"GEIILIN6 5010 I ( ❑ v J _FAB I BEDROOM #2/ FwH OPT. I _ I �_ 2'-0" 2ot6 TR = w r--I FI PLAGE I `T I `� I r-' 7 2052 DH rc' I 5070 OPT. DEN I N 11 ® S'-o' HD HT B rI TEIAP 6L DRS 1 FWH OPT. 1 I II'-o" 2'-O" o RA 15ED HEARTH I FW-2 bbdX\74 12'-0"STEP CEILING i � Z ' , I GREAT ROOM� - � ® II'-0"GEILIN6 1 yII z I KI HEN 2 0" 11'-O" 1 -411 L. 0 ® I1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS Ir--1 4" N 001 00 " I "® b'-0,. 3-b" 4 4'-0" 3 0 1 16-4 I 6 Lu THEY APPLY TO ENERGY CODE ARE BEING FO OWED " 1 12'-0"STEP CEILING I II pw ( 11'-0"G LING ® � 5D 2. ALL CONS UC N ALL OMPLY WITH THE 2015 INTERNATIONAL ENERGY 2-p 1 �� GREAT ROOM I IL__J KITG EN ® � 22X30 ATTIC " ® 2 1 z 1 1 I (2)2816 TR '<r AGGE55 HATCH a 9-0 GEILIN6 `� - r CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE b� b� .� = I I (2)2852 DH m V J v PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY i 6 I I6'-4" 1 I 3'-0" 4'_p" oo Ioo �b �B 68 BATHROOM �,�� I I 1 0 0 8'-0"HD HT EFFICIENCY REQUIRED BY THIS CODE. (2)2816 TR I I z 2' 0" - o ti ms's I 1 I 1 x ❑ �L] o 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A I I I Q I 'n F© 6� I I DINING AREA 12" SQUARE HB4G (2) 2852 DH 1 1 _ „ 1 I " 4 PERMA CAST COLUMN WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY ®a'-0"HD HT I ( I - 3-8 -O 4 L J o WC (4)2x4 I I I I W/50UARE FLAT GAP WITH IRC N1101.14. _� X 1 I I I 'L� W�D I GL. I Abl - POST �� 21 "G b 12' SQUARE HB4 G N DINING AREA o 4 BASE (OR EQUAL) -moo 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL - I I I 1 1 1 m L _ - J �, ® DI d'2; " 2'-6" CORNER COLUMN TO U EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. PERMA CAST COLUMN 1 1 I I I BE PROVIDED W/5QUARE FLAT GAP 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE - 21 G REP " i, 1 m ,n'- ° 4 BASE (OR EQUAL) - I- -I J (4)2x4 r b 4 -10 _ 3'-8 4 _ - - - - - - - SPLIT KIT Q INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE u, „ DI P05T `�6 D° `� b" " ° - -' REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL CORNER COLUMN TO 2-6 6' 2-0 \ / �� < D ,V", iv w q1 3-4 4 2 p 4' I I-2 6COMPONENTS AND VERIFY COMPLIANCE. BE PROVIDED W/ / _ ® o BATH - - �� ' 19 U 5PLITKIT - - - - - - - - _6. TESTING - BUILDING OR DWEWNG UNIT SHALL BE TESTED AND VERIFIEID HAVING LESS v 0 6" " 6' m , `r C I ;r l DN 4R I pI 5016 TR o W THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL BE CONDUCTED BY AN i HD II'-2' 4 2'-p" 4" 5-4" 5'- 4" 5'-6" 4" b'-0" 6 L - J ;r, q'-0"GEILIN `� 06 o II'-0"CEILING 1 � (3) 2x6 HDR n' 2 APPROVED THIRD PARTY. 19 e ti 8 W 0 „ 0 8 OVERED �, 3080 EXT INSUL OR o EF q 1uNG IWC LAV. � FOYER „ 0 5016 TR 2-0" DN 14R = © m V N PORG a W/(2) 12" s� O 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM DI - ,UN 4 b I OELI6HT5= OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3" IN - n' (3) 2x6 HDR '�1GOVERE 11'-0"CEILING o tiBb� `v `r '_ m RY m EF[] - ® ry' I9 0 o DIAMETER. Q 3080 EXT INSUL OR FOYER Q x NO-FE "5": e� SD ^ I 3'_4" o W/(2) 12" ~ PORCH - m PANT. NGL. p'A " " UP IR :o �0 G,,2 � 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BIE SEALED. 51DELI6HT5 I ti O x (4)2xb HD 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY 0 1q �ry 4 6 ® v GL. m SHWR PAN P05T 9 AN APPROVED THIRD PARTY. "' m DI 3'-4" 5D .� = NOTE "5': 4" 6'- " 4" 4' 0" 6" 1' 0" 6 3' 4" 4" 3'-2" 4 602 �?s' v 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. HD 0 6 1z (4)2x6 ;fl UP IR 22'X 30"ATTIC o ° e _ 2868 INSUL DR- - - - ? >ZAN 3 1'-2 bxb P.T.P05T WITH 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR `r �� P05T ACCESS HATCH 45 MIN.FIRE - - - 66B 5IMP50N BGS2-3/6 p <55F DEGREES SHALL BE INSULATED 8 4" 3'-2" 4" 3'-4" 6 '-10" 4" 2'-0" 4" 4'-O" 4" 5'-0" 4" )o" RATED W/SELF u, _ I P05T GAP ANCHOR ;fl CLOSIN6 DEVICE - - - O 4 51MP50N ABUb6 WITH R-3 MINIMUM. _ 6x6 P.T.POST WITH WC - - o - - - 9-0 GEILIN6 , O Q w � '� r u, '-2° 2868 IN9UL OR- ® TEMP GL PR o L- _j P05T BASE(TYP- � - - - M 5IMP50M 5652-3/6 P05T I X b� I GL 5D 4 DOOR ¢ co N N ri N C4 o 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC IMC 5HHR PAN 'yb - - - 10 45 MIN.FIRE - _ - I- -I I ALL GOLUMN5) ✓ GAP ANCHOR 4 51MP50N I© I u, RATED W/5ELF X668 o 1 o n; N ri °o 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD CALCULATED PER ACCA ABUbb POST BASE(TVP- I- J " - - - GL051NG DEVICE `r b" ALL COLUMNS) I r I © o TEMP GL PRTN q-0 G ILING 6 6-l0' �, 4" 4' 0" 4" 9'-0" 1 3 MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. EF ® - - - ( )2810 TR 4 DOOR 50 WI L TWO GAR GARAGE 10'-0" EILIN6 _J 0 8'-0"HD HT 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE Zr-I " 0 - - - HIGH-EFFICIENCY LAMPS. (3)2410 TR I I 10 O EILIN6 ,y� f 4'P.G.SLAB(MIN.3500 PSI GONG) MA R © (3)2850 DH 8'-0"HD HT s` q'-0" MA TER 4" 4'-0" 4" b'-10" b" Q REINFORCED WITH 6x6,10/10 W.H.M. b"(R-21)BAITS BATH OOM EF I 1 I (TEMPEmo) 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 (3)2450 DH 11- u, 0 SLOPE GARAGE SLAB DOWN 2 " ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL ENERGY I 1 BATH OOM TWO GAR GARAGE 9-0 GEILIN6 �t �`+ TOWARDS GARAGE DOOR (TEMPERED) ' "TYPE'X'GYP 130 ON 6ARA6E W I GL © O WC ©__I CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR � q'-0"GEILIN6 '4'PL.SLAB(MIN.3500 P51 LANG) � 5 LAV LAV `C cn TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF 11Q 1 I WILL " REINFORCED WITH 6x6,10/10 WWM. WALLS a GEILIN6 68 J 12 `� z z z O z z z z __I 6 (R-21)BAITS f SLOPE 6ARA6E SLAB DOWN 2' ' "TYPE"X'GYP BD ON INT OF LIVING O O O O H O O O O THE MECHANICAL AIR CONDmONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR LAV LAV bbd TOWARDS 6ARA6E DOOR SPACE COMMON WALL5 TO 6ARA6E _ _ _ = DI V5 V5 V5 Q U5 V5 55 V5 UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR 'L #j, . . 5% } 5 5 w 5 > > > W W J W W w W TYPE X GYP BD ON GARAGE -2 2010 TR w BUILDING DEPARTMENT. 12 - _ _ _ = WALLS E GEILIN6 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 2015. PI = � o 1,TYPE'X'6YP BD ON INT OF LIVING = `y r- ® 8'-O"HD HT Q -' SPACE GOM•10N WALLS TO 6ARME .fl I- - - - - - - - - - - - - - - -I I 2050 DH r o UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH - o THIS CODE, 10'-0" EILIN6 4" " b" `� 4" I " 2010 TR F - - - - - - - - - - - - - - 18-0 4-2 Ib-0 N 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH ® 8-0 HO HT r- - Ill �f SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 2050 DH I ( 1 DI fl (2)2X6 H R CONTROL SYSTEMS. 1 I I I L L�l6 4'-b„ b.. I8'-O" 4' I I H 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN 1 11'-0"STEP GEILIN6 I Iq 1z ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP 1 I 16010 OH OR I II'-0"STEP GEILIN6 I Z uj AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. I MASTER 1 ( 2X6 HDR DI D/21 I ► a _ _ _ _ _ _ - a ry I MA5TER 1 2'-0" 2 a U CD BEDROOM i o DI - HD - 5 I/4"x Ib'LVL HDR HD I BEDROOM `r' I o O _ I601O OH DR cv I6'-0" R.O. I'-b" 2'-O" -D" 6 2'-0" I 1 w w 2015 IRG- 62421.8 (503.8) Ib'-o' a _ _ _ _ _ _ 1 w O U w VENTING 5Y5TEM TERMINATION LOCATION: I I HD 5 1/4"x Ib"LVL HDR HD D/21 1830 DH I I D Lu m: o THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT I I " pl ® T-O"HD HT Z OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST 2'-p" 2'-0" 6 2- 2-0 I-6 I6-0 R.O. I-4 iv N 1 2010 TR C7 b'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPLIANCE WITH D/21 o I I = r ® 8'-0"HD HT � �? AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50OX BTU PER I 1 N 1830 DH D/21 Iq pi o A - I I 2050 DH W HOUR 5HALL BE INSTALLED WITH A q INCH VENT TERMINATION GLEARANGE, -' ®1'-0"HD T I Q AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE 2010 TR cx 1 1 o DI DI u, B-5 L - - - - - - - AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE ® 8'-0'HD HT VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' 2050 DH I I 1 C� ABOVE GRADE. I N 19 A (2)2X6 HDR `z (2)2X6 HDR I = L_ J .� L - - - - - - - - - - - - - - � B-5 a e I Li � U 0 o pi Hp r - - - I r - - - J `HD - �~ } (2)2Xb HDR `9 (2)2X6 HDR I I9 L _ - J L _ _ J z Fr+�1 °° 0 e 3010 TR 3010 TR 19 N J 2015 IRG- R312.2.1 HD x3010 TR 1 3010 TR -1 ` HD J D1 3050 PH HT �0 PH HT DI 0 Q IN OHELLIN6 UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW L D T OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED FLOOR AND Iq GREATER THAN 12'ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW 41-0" 3056-DIT q,O" X50 DFT 4'-0„ 4•_p" q-oil 4-oil LINE OF MASTER BEDROOM 110% C16,DJ q� ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 5HALL COMPLY 4" U �� oEi RT c 'yi DI I FRONT WALL 6 UNIT 12 4'-0" IS'-10" FW " " i y �\ WITH ONE OF THE FOLLOWING: IS 10 4 0 Il O i ��� THROUGH THE OPENING NOT 1T5 LLARGEST OPENED POSITION. SPHERE TO PA55 4 39'-10" F 39'-10" vv '' <Z f FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2090 LLJ UNIT 12 FIRST FLOOR PLAN UNIT I 1 FIRST FLOOR PLAN (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE 2" CONTROL DEVICE ALLOWING THE WINDOW To FULLY OPEN,SHALL NOT (n REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 1/4"=V-0" LIVING AREA= 1,5gq 50. FT. " Gk 2 HR SEPERATION1/4 -1 0 LIVING AREA= 1,5"1"1 SQ. FT. ❑ �� P�a23 5.1 SQUARE FEET. MODEL B- 1 (MODIFIED) GARAGE AREA= 3?1 5Q. 1=T. WALL PER UL#336 MODEL B- 1 ( GARAGE AREA= 3T15Q. ET. 4ECOVERED PORCH AREA= 212 50. FT. COVERED PORCH AREA= 212 50. FT. JOB UMBER ONE CARBON MONOXIDE ALARM IN NEW NOTE "5": EF =EXHAUST FAN: GENERAL GONTPAGTOR5 AND 5UBGONTRAGTOR5 TO O 16 0 2 3 ONE AND TWO-FAMILY DWELLINGS, STAIR MANUFACTURER TO DESIGN HD= HOLD DOWN 50 CFM INTERMITTENT OR REVIEW THESE CONSTRUCTION DOCUMENTS UPON RECEIPT UNITS 1 l (MODELBNNNNDUET CL V' STERTot^WHOUSC-5 AND DWELLING UNITS IN © 20 GFM CONTINUOUS NOTE "V": FROM ARCHITECT AND REPORT ANY AND ALL 1 � cnGROUP R-2 BUILDINGS(CONDOS 4 NOS' STAIRS TO MEET ALL APPLICABLE MULTIPLE LVL GIRDER GONNEGTIONS: f ) Q SHEET NUMBER ALL DRYERS TO BE VENTED Co-OP5)AND UNITS OFFERED FOR SALE, ALL WINDOW5 SHALL BE GODE5 AND TO REPORT ANY FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT A DRYEE AIR PER GODS D15GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL GONFLIGT5, _ IN THE IMMEDIATE VIGINITI'OF ANDERSEN 200 5ERIE5 DISCREPENGIE5 AND GONFLIGT5 TO TOGETHER W/ 1/2" BOLT5 @ 2'-0" D.G., 2" MIN, Coe f ALL WASHER To BE IMMEDIATLEY TO AR(HITEGT FOR CORRECTIVE BEDROOM5,ON THE LOWEST FLOOR THE ARCHITECT PRIOR TO 5TAIR © = TEMPERED ® CARBON MONOXIDE PROVIDED WITH DRAIN PAN5 MEA5URE5 PRIOR TO GON5TRUGTION. DO NOT 5GALE 12 (MODEL B - 1 MFIRST FLOOR PLAN ZLEVEL GONTAININ6 BEDROOMS. FABRICATION. GLAZING FROM TOP BOTTOM, MIN. 4 FROM ENDS DETECTOR DRAWIN65. DIMEN5ION5 5HALL BE CALCULATED AND 3 05p SMOKE DETECTOR NEVER 5GALED UNLE55 OTHERWISE NOTED. FINDw COPYRIGHT GRCH ARCHIT€CTURF PIC, 2017; ALL, RIGHTS RFSFRVFB Ilk IS'-0" HIP WIDTH (q ^ , INSTALL ICE E WATER SHIELD PER MANUFAGTURER'S W-0"HIP WIDTH z SPECIFICATIONS TO MAINTAIN PRODUCT HARRA W Z) E =1r�NOTE: _ _ � _ 11�ER_ - -_ - - - � o APPLY IGE E WATER SHIELD IN FAIR HEATHER WEEN THE AIR,ROOF DECK _ U IL _ !_ J LJ LJ JI O .}—.� U � AND MEMBRANE ARE AT TEMPERATURES OF 40"F(5°G)OR HIGHER. 51PER TRr_5 M �r _ _(3I I 1 S N � I O o _ o F- „�,�J cn c� (L 2 HR 5E'ERATION I /o I (� �... v r- sIrIPSON sTrzoNs TIE I �Q i WALL PER UL#336 , ' I I o� MTS 5TR "N6 4 BJ6TH5 VARY) 1 G (� I 5E E DETAIL I/FW-2 N> CONrIMM WALL SNEATIIIN6 To , 1 SS —� II-_ L w?Z — TOP of Tw%► I ' ti%° C I I I ' I I Z V p ' o M O Q w a' M N ��I fV� SEE Tw>55 DRAWINEf FOR I 1 I I A I I'-0" PL HT. Al ❑ M w A u U B-5 + 12" HEEL HT. �I � I +1 I�" HEEL HT. � 12A- d�_ 11'-0" PL HT. NO "R" a VARIES + 12" HEEL HT. ' I I 1+' " E LL HT. � ~ _I N 12 1 1 2 1 NO "R" I I'-O" m a a GUTTER z 10'-4"OVERHANG WIDTH 11'-4" OVERHAN5 WIDTH OR I 1 T Ic!I Z 21 2 12 �� " Ir 1 r -I, O 8'FASCIA BD E3-4 1 a fl = q'-O"PL HT L�J_ — — — — — — — — — __ _ — — I_ J a I I'-0" = ° +8"HEEL HT. 4 - - _ _ - _ _ _ _ - H OH. FRAME I// / / / 61-4 _ �4�� - - - _-- - - LJ q-0 PL HT = OH. // // - - - - - - - - - OH. (A VENTED vlNn SOFFIT- _ _ - - - - - 4 + 12"HEEL HT. ° / _ -__ - - - 7 II z (- O OH. I P-O"PL HT �j - - - _ _ - _ - 7 fi// // / OVERLA O LEADER TO DRYI^ELL- 7-17 j 'I'�� MLn III 11'-0"PL HT - / / I I OR O m DETAIL 1 11'_0„ PL HT. OVERLA TRIJ55E5 / I �I , I , Z Qji /T+ 12 HEEL HT. J NOT TO SCALE B -4 F-MMI> WALBEARING B Row 12 INSTALL HALF OF HIP RAFTER FLUSH ROOFS FASTENERS O EACH o�� �� 51MPSON HGP HIP / // END of STRAP SEE PLAN /// /// / // T II B CORNER TIE 6 , I , INT.BEARING - - O G o WALL BELOW I1 OR I II I 12 ,//;,// , I I r f 1 a IFLU5H ROOFS a ////j�/j ////�/ // NOTE IIF," , , I- //, j, �1 /j/ j I�- - -�I I - _ _ I I I L , i / I�/�f///j I II S IL= 11 I z I I II'-O" PL HT. 00 slPraoN s1T�LNG I � _ I " " I Ir- -TE I - sL Jj I I Lu _ , 12 + 12" HEEL HT. ❑ oNOTE R —I // // // // -� w O � _i %///%/ /// //%% - - - - - -� I �' III � I � Li I IL 11 SIMP" „E I I I I I 00 � LL /// / / ALIGN FA5GIA5 xrss,w�PPlr+e 12 � - N j/ j� j/ J _I I I i � II J I I I 14-Iod a I III �� HATGHE REA IND�TE-5 U (TOTAL) USE IN COMBINATION ONLY WHEN EXTERIOR WALL TOP II I I —�i ' I I — — — !/ i/ / I/ , .� LOCATE of IEZE T>=D ROOF I I I u� ///// .// r j� - - 4 WA ING,I4!' o"FROM I II I II = STUDS AND�RAFTERS DO NOT ALIGN PLATE HIP GONNEGTION ALIGN FA5GIA5 I I I I_ L ROOF B AK' / /�/ � ( r GEN FIS EACH SIDE - - J I II I n-o PL HT. Q /// /// / I a D IL + 12" HEEL HT. F- I / '�'j I I I I U 11'-0" PL HT. I II I I I I I - - - i �- - /f/ � /� _ -�J - F_ U DETAIL DETAIL 12 HEEL HT. I II I I -�- /'- �� / I L - // // ALIGN RIDGES - I W NOT TO SCALE — NOT TO SCALE // / /B B -4 — ////7- //% /j 5 I TRU55 RID6E W/VENT — LN �Q ' I 5 6 U ___ I ___� tG // // ° - — — — — I �� OR F 0 ALIGN RIDGES ; // / I // I I I r , o II - - - I I 1 12 a �T s�F I IICL -� — _ TRL55 RID6E hV VyNT �_ / / / ,g 4 I I II �) I F = FLYHXV SEATHN6 I I I I I oH. SS I �- G- - - - r- - _ _� 61 ROOFMB PMT PAPER NOTE: INTER5EGTING ROOF5 I I I 3 I I I I r ( \ \ '/`'/ I / %1j`-/j 7- — — --� ROOF TRUSS GIRDER Ss I I o "STALL rz/HATER"w MR / WEAVE ROOF 5H I NGLE5 AT I I a� i I � � MMUFK.TUZB255PESb.TO / aDaFFaA1TNs INTER5EGTION OVER IGE I I I i I I / /4�A I',�%j/,� / // /1 1 I 1 I — — — — �L — i — — OR HAxrAn1 PRoalcr wwxAxrY. / - �Q �- — — — -� I I I m �i — // /////// (- � r — — L — — — — — — � `�IIV TT ;� SHIELD MEMBRANE" CARRY I �` I ROOF TRU55 GIRDERIJ — / // I MEMBRANE MIN. 24 OUT IN N - Uj� — — / , r 0,0 AL1~MFCAP ALL DIRECTIONS OF 1'-O" I _ / / / s I \ /- N - -- - '� /T/ . / /// /1 1 I 1 I I lii eimT�e INTERSECTION ( I i I Z OH. I T- - r- - - - -1 - - - I I I Y� a H vi IN N N [M t� CV BM.V.cawTom W Q ] r - - _ I // // I ////////I N 1� AfE11�T1 z r e // / / / Lu >L I \ / I '� I ILII I ILII itL Lw-1 I I I i Al I �- I I'-0" PL HT. + 12 HEEL HT. I / \\ I � I I%/'/// / 11 II 11 ,L _ j n " ROOF I it I _ _ _ _ ,I I , +, ' / /� / - // I L=_= J L I II II TRU55 11'-0" PL HT. I ////////�' // /// I ( I (I IIS I I I I I + 12" HEEL HT. r ,�Y 1 w,sz si+e o M I FARwVEi II 11 I I NO "RN I I NO "R" I I co H"TIE NR ROOF=K AW II L - - L - - - J I I I I I ( z z z O z z z z HEME)RAlfT�F40'Fa•w� P T�T®SMR I I I I I r - - - - - - - I I I / / / Ll II I� HOM P II 8° II 1 -� III ° ° LD 0° W > > NO " I I II N OH. i 1 1bH. Z I I 1 i- �— - - - - 1 ('I I w w w _jw w w w FASC4A WAW i'A2&5 MTWPM w I I I V I NO R: NO R /// //'f { // / I I I mil � � � w w � w w �T /j// ' , S" i i ,1 11 I 1 / /j///j j//j f ; 12 12 ' I oH. I' 12 12 , I I - - C., l I I I Z e° � / 12��1 I 1112 1211 I I L-- - - - - - - - - - - Il " oEll I I / /j /j j / �' II 4 DETAIL ' L =--�- �= — --' J — _ _ _ J I 811 ell , I cq DETAIL 5 , _ _ _ _ _ _ J EL_ — _ _ _ --I ' 12 12 OR OH. 12 12 I I I __11 11 I I I N II I I �GS I I III 2�—,121 I ( 1�2I—X12 i / / 5-0 51-b" NO R III NOT TO SCALE B -4 NOT TO SCALE B -4 I I s� ' I i I' 'I I ' /jj/j j /j jj/// I I 11 " Z /j/� / /j N 1 1 I I I w bN I 61, .1 I I I 3'-8•, ( 51_oN 131_pll , //� / / , J _ WOOD ROOF TRUSS SPECIFICATIONS: TF II " A //// / (V N L I I c7 NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. NO R I I >_ ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATK)NS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. I / / //� / //' I _ I 1 OJ p I I ry // // I / ,/ //1 1 1 I I w w //� //// // I I— 1 > `L 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: ( I I ( =L =L / _ _ _ _ _ _ _ _ _ — _ _ _ J I I W D (EQUATION 16-8) 1 J �`! (N %/ / /"1 w w D + L (EQUATION 16-9) I � / / / /j ROOF TRU55 — J I ( > I F—`4 U o D + S (EQUATION 16-10) I I I 1 1 1'// //�/� I /�! �/ GIRDERS UNDER 1 ( I I Z D + .6W (EQUATION 16-12) / / / II ( , I = _ _ _ _ _ _ _ // /// //�/ / DORMER WALLS ( I 10'-0" PL HT. 4 D + 0.75 (.6W) + 0.75 S EQUATION 16-13) ( I I ( L �—T ROOF TRU55 % 7 L/ / I I , + I2" HEEL HT. w 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 ASCE 7-10 I I �/ /// 8'I , 0 O FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. 10'-0" PL HT. I I GIRDERS UNDER FRAME 10'-0" PL HT. + 12" HEEL HT. I o I I DORMER WALLS - ///%/' oH. + 12" HEEL HT. ALIGN I I 12 12 I I ❑ •.J ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: _ / / FASCIAS f--�1 TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCL7-10 , TCDL = 15 PSF, BCLL=IOPSF, I w , I 2'-0" , 2'-0" AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I I I I 10'-0" PL HT. OR I I a —1 a III OH. lii u + 12" HEEL HT. I I ~ TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 1 ( 12 12 1 I FAMAS 10'-0" PL HT. m TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION, TRUSS DESIGN DRAWINGS SHALL INCLUDE THE FOLLOWING " I + 12 HEEL HT. ( I z z w INFORMATION: O. II a � �a i I O� I I L - - - - - - - - - - - - - - J I Z � � U 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. ( �— — — =_ — — — — — _—_ — — z p p 0 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. I ( 10'-0" PL HT. Q w _ 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. , -� 4.2. TOP CHORD DEAD LOAD. L — — _ _ — — — — — — — — J I + 12" HEEL HT. A A IV Q .E 4.3. BOTTOM CHORD LIVE LOAD. — — _—_ — — — — — _—_ — — J B-5 I CL 2 HR 5EPERATION B-5 o5ER 4.4. BOTTOM CHORD DEAD LOAD. w WALL PER UL#336 ti EL �y 'Sim 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPUCKnON. = SEE DETAIL I/FW-2 4.6. CONTROLLING WIND LOADS. cN ° 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ` Al� y r 1 6. EACH REACTION FORCE AND DIRECTION,7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION Of EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLYUNITUNIT 1 l LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. �' 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. ROOF PLAN a 2 �- 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ROOF PLAN OO <:, 3810 O�- MODEL B - 1 MODIFIED)_ MODEL B - 1 INKBERJLN.Y11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. �� �� LIE12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. l/t} =1 -Q 1�4 -I -� JOB N AREA OF ONE ROOF ' TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH BUILT OVER ANOTHER ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. 2016023 • ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE TIGHT CUTTERS I LEADER5 INSTALL IGE AND NOTE 0: NOTE 5: 6i �� TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF FITTING JOINTS. ALL GUTTERS LEADERS SHALL BE BAKED WHITE ALUMINUM .032° MIN. GAUGE, NOTE N DUET CLUSTER.WATER SHIELD PER PRE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED UNITS I I (MODEL B- 1 ) & = SHEET NUMBER ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ��ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING do BRACING OF � � SHALL BE 5 SEAMLESS, O.G. STYLE W/ ALL RELATED $ REQUIRED MANUFACTURE 5 OVERLAY ROOF 5G155OR ROOF ROOF TRU55E5 ® 24IL METAL PLATE CONNECTED WOOD TRUSSES. AGGE55ORIE5. LEADERS SHALL BE MIN. 2"x3", .027 GAUGE W/ GLIP5 $ ANGHOR5. SPEGIFIGATIONS TO TRUSSES @ 24" O.G. TRUSSES @ 24" O.G. O.G. DESIGNED BY z • PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ON TRUSS DRAWINGS. (D TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL CAULK $ 5EAL� ALL JOINTS. PITGH GUTTERS MIN. 1/8>"/FT. PROVIDE P.V.G. MAINTAIN PRODUCT DE516NED BY TRU55 DE516NED BY TRU55 TRU55 ENGINEER 12 (MODEL B 1 MODIFED) ROOF PLAN U) THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED CEPTORS S ABOVE GRADE TO REGEIVE LEADERS CLOSED GAP DE5I6N . AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. WARRANTY ENGINEER ENGINEER wo COPYRIGHT GRCH ARCHITECTURE P,C. 2017: ALL RIGHTS RESERVED OPTION#I CODE SECTION 7066-EXCEPTION 4: 48" MIN 48" MIN I'_ ^ , DESIGN ®o U336 FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 Z W SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 106.6-EXCEPTION 4: SECURE ROOF SHEATHING TO G-RUNNER TRACK W 1`�1 2"G-RUNNER TRAGK2" -CAULK FOR E SHEATHING I5 INSTALLED FOR A V15TANCE OF FIREWALLS MAY TERMINATE AT THE OPTION#I 2 0 WAI.Z, RATING - 2 HR. CL SMOKE TIGHT JOINT OVER Z 4'-0'ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED U FINISH RATING - 120 MIN. SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLASHING OPTION#2 O - �b (SEE ITEM 7) 48° 48" PROTECTED WITH 5/8'TYPE "X" STC RATING GYPSUM BOARD DIRECTLY BENEATH 5EGURE WALL 5HEATHIN6 TO 0 V Q. 2 TYPICAL ROOFING Z THE UNDER51DE OF ROOF SHEATHING G-RUNNER TRACK O r1 1 a) ` XX AND 15 SUPPORTED BY 2"LEDGERS ROOF TRU55 4d in 2 X -EX ATTACHED TO THE SIDES OF ROOF N FRAMING FOR A MINIMUM OF RAKE BOARD-TYP = N c o 015TANGE OF 4'-0"ON BOTH SIDES 2' H STUD TRACK AN OF FIREWALL.ALLOW NO OPENIN65 IN ----------- ____ _ __ U) N 'Z - t , ? OPTION #2 TYPICAL 51DING --- 2•- r, G U K FOR SMOKE TI ROOF WITHIN 4'-0"OF FIREWALL Tx T Tx Z L f°o rn J I T OVER EACH SIDE.MINIMUM GLA55 B ROOF t L §t Cl) ..♦........ ..............•-•..` ........ .%:....... .♦...�+•. -....----- _ - 2 TUDS CONTINUED TO U IDE ROOF 5® 24"D.G. 5HINGLE TO BE INSTALLED HIDDEN METAL FLASf IING: I OU Q N s .., 12"VERTICALLY 4 12" HORIZONTALLY U = ti co . .• ...-..___ ( - »....... ..•...._.._.- _.r .... .,.ulr u. fir. _- ._..�: ...._-.-...--.....:..`..-� __... i.�Wr_;nrux.....v..i_- _- SHEATHING U c, -. h� --- ..... . .. r ','C .2................ ;<r`- ; cs . .--------Fti-;r.. .. .._ 1 11 OPTION#I ❑ cv rte•' ;$ R I Al SPAGE EA. SID OPT.2(TYPR�W/ M „� 2x2 x2 LONG ;- -- -^•-a,."i:.- .. ... ... ....__r,.' -.... ....••- i,,`_ r',_..__ -,-. .......,._�. _.i OPTION#2 a _ _ _ w ,L...........-_ .063 USG ALUMINUM A 9WW XWM INSTALL�"TREATED PLYWOOD SHTG BREAKAWAY CLIPS FOR MIN 48'OUT, IF LOWER ROOF 15 e ............... 3-14" AIR SPACE ( 6) ' � ' `'� '', GYP. BO. OR MINERAL " SECURE ROOF WOOL FIRE BLOGKI LE55 THAN 30 BELOW HIGHER ROOF SHEATHING TO TRUS LjTYPICAL ROOFING CONFIGURATION A 3 �/2" (R-13) BATT ASW CLIP'S OR .0(03 U� _- ____ _�� - .063 U56 ALUMINUM z ALUM ANGLE CLIPS N T- T T----------- BREAKAWAY CLIPS _ F: P(?S -,DT(:?1=1RE F1ZQ?N9 AR'i_A 'k.T?lt�i?�I'1s'��21�1rAT... :SIS E{)�iLY x x x J L J L f- AIR SPAGE DOUBLE HI-STUD TRACK I AIR SPACE I" AIR SPACE U -� .4`; _ •-"�1 SGREWED BAGK TO BAGK ../ `..r =!` TYPE "X"SHAFTLINER, t 1 ti, (2) PIECES 6.P.T K I"FIREGUARD I/2'GYP.BD ((j DOUBLE H-STUD RPROOF FILL 1" CAVITY AT FLOORS AND BOARDS W/FIBER6 FINISH ON BOTH w-_-_ . -www.,.__--_- r-»- -_w_ ' --- `, ....._.=,__»wwww.. ...........* ._,..t BACK TO BACK OR MINERAL L TRACK SCREWED Z �w„„_,� _ w _- -_..:.-... CEILING W/,SYP.BOARD SIDES AND EDGES ..ww_w w.w_ �.. ....I I-...♦ ..._U'+ ................. ----..... . `- �� :�' = '• 1 WOOL FIRE BLOGKIN6 O - ;, -f• i/ I AIR SPAGE .. ♦ .....I':l ..................................L ° _........•......................f..A...........,..... .. ^.-";d ........... v ._I1�1. ..rt......- 11 ll ............................................................. ° ........ .._�_.... "" -r--�........... + .. " 2 H-STUD TRACK W �. ... ..................... .................................----.... ........__ ...........-,.-.. � ..�.._ � ... .._..::::::._•..�_..�:..'..._: (2) PIECES 6.P.TOU6HROGK I .'; ._ FIREGUARD TYPE 11X11 5HAFTLINER, O Qji ` i....__........_ . �_.-._.,•,•,r v; 1.�/=� WAT1=R PROOF BOARDS fv2x4 P.T.51LIL PLATE �•., FIBERGLASS FINISH ON BOTH SIDESEl i kms. ..t':: .................................. . AND EDGES ti �._�.........._._r_..r.•.,.. "r"r, FIRST FLOOR 5X w >S.'4 `:AIR S PACT' �'`,;.4 ��` /'� ''.-1�, NN`* 3/4" T 4 6 056 - - rNNNNNNI �, (i I SUBFLOOR- GLUED - `- '+r'...! SCREWED - RUN ^"' RIM.101ST PER FLR J015T MANUF. OPTION#I _ CODE SECTION 1066-EXCEPTION�F: CONTINUOUS BETWEEN _*- J015T5 PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 FIREWALL MAY TERMINATE AT � q � '"+tFiZ,�Rr�'I Jivr t. PLATES AT EXTERIOR ,.; 'j, GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF SHEATHING IF FARE WALL :; (2) 2x4 P.T.:51LL PLATE BLOCKING 063 U56 ALUMINUM RETARDANT TREATED SHEATHING 15 1:.N,1Y0SF•f.},TO 1.�IRE 1't 124: 14 P.ITI IFR`SIB): BREAKAWAY CLIPS 4 Y ......, :;}i_1;•;:A 1-,•SII .•.,_,.,, INSTALLED FOR A DISTANCE OF ., ...........:................ ......._._...._.... ON BOTH SIDES OF FIREWALL � w .�;'A 11 •�� " ' �.'�' (R-13)CLOSED DELL SPRAY FOAM INSUL 8",P ANCHOR BOLTS (14" LONG + W f, ;�i Slr�'��'h: �� sem.• AIR SPr1C.E........•..r? ;•+.--r r+" _ .•• AIR SPACE ALONG INSIDE FACE OF FND.WALLS FULL HT %; e ;,,.. 3 HOOK,8 MIN EMBEDMENT) OR OPTION#2 OR DRAPED BLANKET INSULATION ° CODE SECTION 146.6-EXCEPTION 4: ;cY a' ADHESIVE ANGHOR5 W/3X3 X •._ ._t . ._. -- - - •, WASHER " I (NATE T THE UNDERSIDE OF ROOF r j,;';f�ij ,'. ,'+ `i j rji ;�; # PL @ 24 OIG. F REWALLS MAY TERM A m V J NON-RATED 5HEATHIN6 PROVIDED THE ROOF I5 PROTECTED WITH •�'� ! .♦ (1) 4 HORIZ.REBAR e w �J i.♦ ''' � r '• ` '• ' f' °� 5/8"TYPE "X"GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE ❑ O %' . .,. .. { i I #4 HORIZ.REBAR® MID OF ROOF SHEATHING AND IS SUPPcORTED BY 2 LEDGERS i; i ,�(y"; I :a �L.yj'�;;>} I h: l` f:�'+ - � \� () - _ BASEMEiNT 2 HR FIREWALL SEPERATION DETAIL �.. �� 1 ! HE16HT OF WALL STORY > ;�,�4`?'� ``.'" - �;l , ��•.,' 1�.,._ ° 4`v. ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF .,, t I,�-,r , /;1� ••,i• �-.rt ! e N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FI 2 015TANGE OF 4'-0'ON BOTH 51DE5 OF FIREWALL.ALLOW NO ' OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM ( ) 12 FOUNDATION WALL ON 24"A2" TYPICAL BASEMENT SLAB CLA55 B ROOF SHINGLE TO BE INSTALLED. P.G. FOOTING ■ GONGS SLAEB(MIN 2500 P51 5TG PATINO DENNNNNNNNI ,*';:�' .. . ,.•.�.Lr,:.._. _ i i�1.J.y. „ ./,. ,�•�,ti ! `" . e * I fOLiET} LENE /+;'• ),`+',`,`, �',, ! .,•�. ., :�L•, ,,,,,;. ,t;i^`.`,''ic�.�..._.."' f"ti A06 MIL.P U56 BROCHURE 5A100 (FIRE RE515TANT OPTION#1 Q -.... VAPOR BARRIER %r ` '.<;_; * CODE SECTION 106.6-EXCEPTION 4: TAMP d FILL TO 95�DENSITY �) ,, {r` 'r r I ,.• ti=ti�. �` . +'• tl\! I f, �'r'r;i .-. ° A55EMBLI e e PAGE 22 (AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 U ` �•i l , ;' --"••f.{' `,'~ ; ! ,' , :.`` .. ° e ° e SYSTEMS) CODE SECTION 106.6-EXGEPTI ON 4: W �;t . , I /r� I,i ' .-• ,$r 4�..;. ,; ,: •..• ° e SHEATHING IF FIRE RETARDANT TREATED Z i,' ti• 'f' t 1'r r r' -{ 1 t �1 , d ° 5HEATHIN6 15 INSTALLED FOR A DISTANCE OF FIRE L5 MAY TERMINATE AT TH _,.x• �`u_ e a ° TEST#UL DE5 U341 4'-0'ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED E Z) 4bll 5HEATHIN6 PROVIDED THE ROOF I5 U ACOUSTICAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8"'TYPE "X" O HORIZONTAL #4 ° TEST#RAL-TL-88-350 0 e °. �� GYPSUM BOARD DIRECTLY BENEATH o BASED ON 2x4 FRAME WITH MIN. 3 THE UNDERSIDE OF ROOF 5HEATHIN6 ° e MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED BY 2"LEDGERS d ° EX ATTACHED TO THE SIDES OF ROOF SEPARATION WALL: (Max Height - 66 ft) SECTION NS AN F OOR IBC- WALLS, FRAMING FOR A MINIMUM OF g PARTITIONS AND FLOOR/GEILIN6 A55EMBLIE5 SEPARATING DWELLING 2' H STUD TRAGK AN DISTANCE OF 4'-0"ON BOTH SIDES I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 goly Steel, secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM G U K FOR SMOKE TI H OPTION #2 OF FIREWALL.'-0"OWI NO OPENINGS IN PUBLIG OR SERVICE AREAS SHALL HAVE EACHROOF WITHIN 4-0 OF FIREWALL fasteners spaced 24 in. OG. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS Fl I T OVER EACH SIDE.MINIMUM CLASS B ROOF �� �� A 5TG OF 50 OR MORE. ROOF 55E5® 24"O.G. SHINGLE TO BE INSTALLED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 goly steel having H -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and 2x STUDS CONTINUED TO U E IDE flan e width 1-3/S in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 F SHEATHING C4 o gQ N N N M ti N 3. 6yp5um Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 I" AI SPAGE EA. SID o N N CO M � .- into "H" -Shaped studs. G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIECES 6.P. Tou6HRocK I UNITED STATES SYPSUM GO -- Type 5LX UNRATED FIREGUAIRD TYPE "X" SHAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDow WATER PROOF BOARDS W/ WOOL FIRE BLOCKI FIBERGLASS FIN15H ON BOTH 51DE5 AND E05E5 ASW CLIPS OR .0�3 USCF 66 z N CD PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS o 0 0 ° 0 0 0 0 2 HOUR FIRE 5EPERATION AIR SPAGE ; w S2 W S2 ; 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OC. 5tud5 cro55 braced at mid-height where nece55ary for clip attachment. Min 3/4 in. WALL SHOWN HATCHED DOUBLE H-STUD TRACK W W W W W w W W SGREWED BAGK TO BAGK W separation between wood framing and fire separation Hall. '1065 FMIZONTAL CONTINUITY= co 4A. 5teel Studs -- (A5 on alternate to Item 4, not Shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE WauLs SHALL BE coNrlNuouS FROM DOUBLE H-STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND o (0.03261 in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) galy Steel or No. 20 M56 (0.033 in. thick) ExTERIOR:wALL ro EXTERIOR WALL BACK To BACK CEILING w/GYP.BOARD OR MINERAL "' primed steel, cold formed, shall be designed lin accordance with the current edition of the Specification for the Design of Gold-Formed Steel UNRATED I AIR SPACE WOOL FIRE SLOGKING N Structural Members by the American Iron and 'steel Institute. All design details enhancing the structural integrity of the wall assembly, including WINDOW 2" H-STUD TRACK 5TG Rf�TINC� C) (2) PIEGE5 G.P. TOU6HROCK I the axial design load of the Studs, Shall be as, specified by the Steel stud designer and/or producer, and shall meet the requirements of all CODE SECTION 106,5 EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE USG BROCHURE SAI00 (FIRE RESISTANT applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ ASSEMBLIES) z tracks with I/2 in. Ion Type 5-12 Steel screws on both sides of Studs or welded or bolted connections designed in accordance with the FIBERGLASS FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL W g yp by g FIRE RETARDANT TREATED 5Y5TEM5) CD GODE SECTION 106.5 EXCEPTION #3 AND ED6E5 aFNNNNNI A151 specifications. Top and bottom tracks Shall consist of steel members, min No. 20 M56 (0.03261 in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-O" ON UNEXCAVATED TYPICAL TEST#UL DE5 0341 O No. 20 656 (0.036 in. thick) olv steel or No. 20 M56 (0.033 In. thick) rimed steel that provide, a sound Structural connection between BOTH SIDES L FIREWALL AND BUILDINGS EQUIPPED W/ NFPA 13 OR GARAGE SLAB J g p p OFFSET WALL NFPA 13R SPRINKLER: *4'P.G.SLAB(MIN.3500 PSI GONG) w ^ w steel studs, and to ad'acent assemblies such .as a floor, ceiling, other walls. Attached to floor and ceilin assemblies with steel IRE RETARDANT TREATED 5HEATHIN6 ° REINFORCED WITH bxb,10/10 W.W.M. ACOUSTICAL PERFORMANCE = 5TG 60 > J 9 g I I e ai I G ZD *TAMP E FILL TO 95%DENSITY TEST#RAL-TL-88-350 W W fasteners spaced not greater than 24 in. O.G. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0"MIN. AT FIREWALL END 8 WIDE x FULL (I) #4 HORIZ.REBAR *SLOPE GARAGE SLAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" Z v 0 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT of FIREWALL To►�ARDseARAcDooR MINERAL WOOL BATT AT EACH SIDE 4B 5teel 5tud5 -- As an alternate to Items 4 and 4A, for use In Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel SECTION 1201.2 OF 2015 TIBC- WALLS, 4 Shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL2 a L� �I PARTITIONS AND FLOOR/GEILINS 0 in. OG. Studs to be cut 3/8 to 3/4 in. less than assemblyheight. To and bottom tracks Shall be channel Shaped, fabricated from min 25 M56 FW2 ° FROM EACH SEPARATING DWELLING UNITS g p p N.T.S. OFF-SET EXTERIOR WALLS ° FROM EACH OTHER OR FROM PUBLIC OR ❑ Gorro5lon-protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OG e SERVICE AREAS SHALL HAVE A 5TG of 5o w max. 5tud5 cro55-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and OR MORE. i,; 4 P4 area Separation wall. Fin(sh rating has not been evaluated for Steel 5tud5. _ p g TYPICAL FRAME WAL 2 HOUR FIRE SEPERATION (1)#4 HORIZ.REBAR @ MID PROVIDED 5TG-6O ~ 5. 6yp5um Board -- Classified or UnC1a55ified -- Min I/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to WALL 5HOWN HATGHED HEIGHT OF WALL STORY e 1"41, ANCHOR BOLTS(14" m z di studs with 1-1/4 in. long steel drywall nails spaced 5 in. OG. Vertical joints located over Studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8" MIN point compound. Nail heads covered with point compound. ° EMBEDMENT) OR ADHESIVE z Q e ANCHORS W/3"X3'A" NOTE: UL #336 EXCEEDS GIURRENT FIRE CODE (D o o 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WA5HER PL @ 24" 0/G. STANDARDS AND REDUCES SOUND TRANSFER u) 11 .1 BETWEEN UNITS . �_�-- ........ H studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING ��n q� 6A. Clipplacement (Item 6) for Separation wails u to 23 ft high. 5 ace clips a max of 10 ft OG vertical) between wood framing and "H" AND DOORS ERr cy' P P p g P p y g Studs. e U 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. - e . 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as _., described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 in. OG vertically °. ° a e ❑ y : 0 10 Q j between wood framing and H studs. e" UNRATED SIDING (TYP) e �0��,�W�(o 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. HORIZONTAL #4 ° ° lo UNITS l 1 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 e ° e JOB NUMBER GODS SECTION 1PED EXCEPTION #3 a ° M O D EL B- 1 ) & in. OG. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood Studs are tD be BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION 106.5 EXCEPTION #2 ( 2016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. I6 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHIN6 AT FIREWALL END 8" WIDE x UNSPRINKLERED BUILDIN65: FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-O" W partition intersection per stud cavity. Non-bearing wall partition stud depth Shall be at a minimum equal to the depth of the wall. FULL HEISHT OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @ GARAGE 5 < SHEET NUMBER ON BOTH SIDES OF FIREWALL FW2 l 2 (MODEL B - 1 a KNNNNN Bearing the UL Classification Mark 2 HR FIREWALL SEPERATION DETAILr5__'**`� N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Z 'FW� 2 Last Undated on 2010-10-21 FW2 USG AREA SEPARATION WALL SYSTEM UL# U336; MODIFED) N.T.S. AT FLUSH CONDITION TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P,C. 2017: ALL RIGHTS RESERVED