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HomeMy WebLinkAbout44333-Z Town of Southold 10/1/2020 P.O.Box 1179 co Go T 53095 Main Rd Southold,New York 11971 i CERTIFICATE OF OCCUPANCY No: 41483 Date: 10/1/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2 Millstone Ln Unit 1, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/17/2019 pursuant to which Building Permit No. 44333 dated 10/24/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porches, screened porch and attached two car garage as applied for. ([nit 1 Z The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0055 9/21/2020 ELECTRICAL CERTIFICATE NO. 44333 9/15/2020 PLUMBERS CERTIFICATION DATED 9/21/2020 A S folk bing Con Inc. Au o ' ed 0 ature o�Sof uFof taco TOWN OF SOUTHOLD �� oy BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44333 Date: 10/24/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#1, B model) At premises located at: 2 Millstone Ln Unit 1, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-1 Pursuant to application dated 10/17/2019 and approved by the Building Inspector. To expire on 4/24/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,787.60 CO -NEW DWELLING $50.00 Total: $1,837.60 B u iZcjn ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,, 1957)non-conforming uses,or buildings and "pre-existing"land uses: .1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic .features. 2.. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50,00,Accessory'building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on 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$15.00 l Date. 1 New Construction: ,Old or Pre-existing Building: (check one) Location of Property: N I s ibn t L o � Nouse No. ;Street Hamlet Owner or Owners of Property: �� ®� 1 � Suffolk County Tax Map No 1000, Section D&� . I Block '01, Lot S bdivisio ✓'e4-�� — Filed Map. Ll 7 Lot: Permit No.� �3 Date of Permit. Applicant: 161OV T Health Dept. Approval: Lhu q lq Underwriters Approval: Planning Board Approval: /7 to F Request for: "I'emar orCertifi ' (/ q p G-�yj� Final Certificate: cl ck one Fee Submitted:$ Ap I'cant ign tur' CONSENT TO INSPECTION (�'ho►� � X44tt the undersigned,do(es)hereby state: 'Owner(s)Name(s) That the undersigned(is (are)the owner s)o the premise i e T of Southold, located at — A which is hown and designated on the Suffoll�County Tax Map as District 1000, Section 001.®1 Block O ,Lot That the undersigned(has)(have)filed,or cause to be filed,,an application in the Southold Town Building Inspe toy's Office fol the f lowing;, 8 1TbV V 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: 1c), ( i nate • � l Lam. 119- (PrInt e) (Signature) '(Print Name) soU�y®� - Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviina-town.Southold.n us Southold,NY 11971-0959 �® y' C®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 2 Millstone Ln Unit#1 city.Cutchogue st: NY zip: 11935 Building Permit#: 44333 Section: 102.1 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 47 Ceiling Fixtures 11 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt g Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 42 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 32 4'LED Exit Fixtures Pump Other Equipment: Fridge, DW, Hood/Micro, W/D Notes: House w/ Garage Inspector Signature: G.—�s--�- Date: September 15, 2020 p 9 S.Devlin-Cert Electrical Compliance Form.xls q so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 cou jj'\\0 2 BUILDING DEPARTMENT TOWN OF SOUTHOLD L SEP "i mpr, 'D CERTIFICATION Date: At Building Permit No. 3 Lk*,JL;'(tt Owner: k\6ol r,)M—Jj- , LE e. (Please print) - I Plumber: AT&A-fit.k !�Iqtn c- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (P16mbers Signature) Sworn to before me this day of 209C) Notary Public,144—COLInty MM FIORITA Notary Public,State of New York Reg.No.01 F16368364 Qualified in SuffolPCounty Commission ExpiresIA �2 W %f 50//T�° # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: s � ow Aw VW� DATE INSPECTOR ---- # } TOWN OF- SOUTHOLD BUILDING DEPT. y ou�n '� 765-1802 -INS - ECTION [ OUNDATION 1 r [ ] , ROUGH PLBG. [ FOUNDATION 2 D -[ ] INSULATION/CAULKING - [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Qw wCyn/::�2 G- �\JV Uk t DATE INSPECTOR Uf SOGTyo� Lf ( ! �17 4:� M1/15'4AC LW # TOWN OF SOUTHOLD BUILDING-DEPT. I `ycno765`1802 4P INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL z [ ] FIREPLACE &CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION 3 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: -®R DATE 4 2e) INSPECTOR �0 Ulyo # TOWN OF SOUTHOLD BUILDING DEPT. ,o 0 765-1802 a -INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATIOWCAULKING �7] ff AM G /ST_RAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL,(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Vu1tl l C _ DATE INSPECTOR -t= �aOF SO(/ly� 1 V * TOWN OF SOUTHOLD BUILDING DEPT: ial • �O �ycOU765-1802 INSPECTI-0-N [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ]- FOUNDATION 2ND - [ ]. INSUL'ATIOWCAULKING [ ] 'FRAMING /STRAPPING [ ] FINAL ] "FIREPLACEA CHIMNEY j [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [' ] FIRE RESISTANT PENETRATION' w [ ] ELECTRICAL (ROUGH)- [ : ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 67-1 c1►� �/ 1 u w � S � DATE Co INSPECTOR i11 /- ` _ OF S00Tyo — # TO N OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O Y,,ge� 4 REMARKS: r DATE S INSPECTOR ' # # TOWN OF SOUTHOLD BUILDING DEPT. �`y�ouMr ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATKWCAULKING [ ] FRAMING/STRAPPING [vf FINA I✓� [ J FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Insogel- &j s AD q Com► b �� . DATE ZO INSPECTOR l�l�� e ,c g n w.v" - ?x '• GRCH ARCHITECTURE PC ' 'r •* '' ,•. 3750 EXPRESS DRIVE SOUTH "�" ,.,�k' .. • �� �" s��' SUITE 202 ,, '�, ,z.f. aye ISLANDIA, NY 11749 wW W.GRCHARCHITECTURE.COM (631)864-3395 September 22, 2020 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#1—permit#44333 Dear Mr.Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. Respectfully submitted, �ED Ar?o \5 ��6SRT Cyd X 2� Glen Cherve AIt� Principal N A ;�' 1 � '9X 02303 �� �° E) SOF NE�y S E P 2 3 2020 nome Energy i Certificate Property HERS Juniper B Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2020-09-17 Rating Number: MC121 2 Millstone Ln Registry ID: 277975091 Cutchogue , NY 11935 Estimated Annual Energy Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Use MMBtu Heating 53.7 $Cost Cost 67% General Information Cooling 1.0 $37 2% Conditioned Area 3260 sq. ft. House Type Townhouse, end unit Hot Water 10.5 $192 12% Conditioned Volume 31155 cubic ft. Foundation Conditioned basement Lights/Appliances 22.6 $306 18% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 87.8 $1654 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 92 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted-Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 filtration Rate Htg: 1557 Clg: 1557 CFM50 I Foundation Walls R-13.0 rZBlower door cn 1,557 CFM x 60Min/hr= 93,420/31,15 FT;-k3.0 HC50P — Energy Testing Services, LLC. -° Lights and Appliance Features1648 Locust Ave Unit A w Interior Fluor Lighting (%) 0.0 Range/Ove Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 rev Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 631-252-1063 F r-a � Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. ' .�.{. wri htsoft, Manual S Compliance Report Job: 1 9 Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-244-2627 Email rb delfino@energytestmgservices com Project • • For. 2 Millstone Ln(Juniper), Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB 83.0°F Sensible gain 15312 Btuh Entering coil DB: 75.7°F Outdoor design WB 71.0oF Latent gain 2546 Btuh Entering coil WB 63.3°F Indoor design DB: 75 0°F Total gain: 17858 Btuh Indoor RH 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design ConditionsY,� EquiP YP Pment t e• S litAC FE` N�- � �j F,, Manufacturer: Generic Model SEER 16 Actual airflow 700 cfm UM Sensible capacity. 14700 Btuh 96%of load SEP 2 3 204 Latent capacity. 6300 Btuh 247%of load Total capacity 21000 Btuh 118%of load SHR. 70% I Heating Equipment Design Conditions Outdoor design DB: 10 0°F Heat loss 30808 Btuh Entering coil DB 62 9°F Indoor design DB 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer Generic Model. AFUE 92 Actual airflow 638 cfm Output capacity 36800 Btuh 119%of load Temp rise 53 °F Meets all requirements of ACCA Manual S -�-wrightsoftt� 2019-Jan-04 14 38 57 •w*arya.w�6,,,,,�,�,�rm,� Right-Buda®Universal 2018 18 0 32 RSU20066 Page 1 /'1vC� Rimor 2 Millstone Ln MAN JSD\Rimor 2 Millstone Ln MAN JSD rup Calc=MJ8 Front Door faces W ` ' - Review • Form Residential r - RIPER ACCP.® • Design (Loads, Equipment, 15 Mar 09 ArW&CrkgCoitac ofArreka Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes o No F-1 Mechanical license or MJ1AE Form`(and supporting worksheets) Yes No OEM performance data(heating,cooling,blower) Yes No Building plan# Manual D Friction Rate Worksheet Yes E:] No 1-1 Duct distribution sketch- Yes E:] No n Home address(Street or Lot#,Block,Subdivision). 2 Millstone Ln (Juniper), Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature- 10 °F Orientation Front Door faces West Indoor temperature 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 30808 Btuh Number of bedrooms 2 Conditioned floor area 3306 ftz Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth 100 ft Sensible heat gain 17400 Btuh Internal shade none Latent heat gain 2894 Btuh Blinds,drapes,ate. E Y.. Depth Window Total heat gain 20294 Btuh Number of skylights 0 HVAC EQUIPMENT • 40 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equlpmenttype SplitAC Heating cfm 638 Furnace,Heat pump,Boder,etc Air Conditioner,Heat pump,etc. Cooling cfm 700 Model Generic Model Generic Static pressure 0.60 in H2O AFUE92 SEER 16+ Fan's rated external static pressure for design aufiow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity () Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION •I Design airflow 700 cfm Longest supply duct 201 ft Duct Materials Used Equipment design ESP. 0 60 In H2O Longest return duct 144 ft Trunk duct Sheet metal Total device pressure losses. -0,6 in H2O Total effective length(TEL): 344 ft Available static pressure(ASP): 0 01 in H2O Friction rate: 0 003 In/100ft Branch duct Round flex metal,Sheet metal Friction Rate=ASP=(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name Contractor's signature- Date Reserved for County,Town Municipality orAuthority having jurisdiction use. "Home qualifies for MJ1AE Form based on Abridged Edition Checklist -wrightsoft° Right-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job: wrlghtsofte Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email.r b delfino@energytestmgservices corn Project • • For 2 Millstone Ln(Juniper), Cutchogue, NY 11935 Design Information Htg Cig Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1017 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12 8 EER, 16 SEER Heating Input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0 047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 086 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Star 56 1182 132 28 6 Bsmnt 1624 6621 733 155 35 M bath 134 1337 1259 31 59 M bed 259 2834 2247 66 106 LN 9 0 0 0 0 WIC1 33 0 0 0 0 WIC2 32 0 0 0 0 Laundry 59 301 522 7 25 Hall 48 155 101 4 5 Bed 2 178 2099 1689 49 80 Breakfast 126 3743 2442 88 115 Kitchen 132 1393 1764 33 83 Foyer 76 999 319 23 15 Bath 2 51 256 58 6 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -Fid-wrilghtsoft® 2019-Jan-04 14 38 57 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACCP. Rimor 2 Millstone Ln MAN JSD\Rimor 2 Millstone Ln MAN JSD rup Calc=MJ8 Front Door faces- W WIC 25 0 0 0 0 Dining 133 1721 750 40 35 Living 330 4629 2806 108 133 Entire House 3306 27272 14824 638 700 Other equip loads 3536 488 Equip @ 0.88 RSM 13474 Latent cooling 2546 TOTALS 3306 30808 16021 638 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Jan-04 14 38 57 -4Wrh9h'f5O Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ACCK Rimor 2 Millstone Ln MAN JSD\Rimor 2 Millstone Ln MAN JSD rup Calc=MJ8 Front Door faces W Project Summa Job: ' wrightsoft� Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfmo@energytestingservices com Project • • For: 2 Millstone Ln(Juniper), Cutchogue, NY 11935 Notes 'Design • • Weather. Suffolk Co Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 'F Outside db 83 'F Inside db 68 °F Inside db 75 °F Design TD 58 'F Design TD 8 °F Dally range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27272 Btuh Structure 14824 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3536 Btuh Central vent(56 cfm) 488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30808 Btuh Use manufacturer's data n Rate/swing multiplier 088 Infiltration Equipment sensible load 13474 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /1 Pressure/AVF 50 Pa/ 1017 cfm Structure 1402 Btuh Ducts 0 Btuh Central vent(56 cfm) 1144 Btuh Heating Cooling Outside air Area(ft') 3306 3305 Equipment latent load 2546 Btuh Volume(ft') 20331 20331 Air changes/hour 0.25 Oil Equipment Total Load(Sen+Lat) 16021 Btuh Equiv.AVF(cfm) 85 39 Req.total capacity at 0.70 SHR 1.6 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 53 'F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0 047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0 86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. QL -0 -=L�h1�G0 2019-Jan-04 14 38 57 Right-Suite@ Universal 2018 18 0 32 RSU20066 Pagel AM Rim or 2 Millstone Ln MAN JSD1Rimor 2 Millstone Ln MAN JSD rup Calc=MJ8 Front Door faces W N 7� Level 2 Broan Exhaust Fan Model L150 56 CFM Energy Star continous User Timer 127 cfm K71 cfm IOI x`159 cfm M bath M bed Living adlab H Hall 6 cfm WIC1 WIC2 WIC N791 cfm Launrin, Dining 8 cFm 6�3 m Stair 2 6" Bath 2 �` 8 cfm K7 cfm Foyer Garage 12 0" Kdchen oo cfm Bed 2 5'0" Kee din 011 8 cfm Breakfast Job#: Energy Testing Services LLC Scale:1 -93 Performed by Energy Testing Services L... Page 1648-A Locust Ave Rght-Suite®Universal 2018 2 Millstone Ln(Juniper) Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935Phone 631-244-2627 2019-Jan-04143908 AN JSDUZmor 2 Millstone Ln MAN rb.delfino@energytestingsermces.com JSDrup N Level 1 2' 1 w1iGrww►q�1w.� 1 c adiabath3i) 0" 28 01' 219 dm mnt 6 2 x16 Make up air 56 Star 0 16 x 16 CFM Skuttle m model 2161 6' 20 6" 23 0" 210 1 5' 10, Job#: Energy Testing Services LLC Scale-1 :93 Performed by Energy Testing Services L... Paget 1648-A Locust Ave Right-Suite®Universal 2018 2 Millstone Ln(Juniper) Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935 Phone 631-244-2627 201 ANJSDIfam 9-J n-0 4 14 39 08 Millstone LrMAN r b delfino@energytestmgservices com JSD rup Duct System Summary Job: wrightsoft� Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com Project • • For 2 Millstone Ln(Juniper), Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0 01 in H2O 0.01 in H2O Supply/return available pressure 0.006/0.004 in H2O 0006/0.004 in H2O Lowest friction rate 0 003 in/100ft 0.003 in/100ft Actual air flow 638 cfm 700 cfm Total effective length(TEL) 344 ft SupplyBranch Detail Table 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 Bath 2 h 256 7 3 0.004 4.0 Ox 0 MtFx 8 5 150.0 st1 Bed 2 c 1689 59 96 0.003 9.0 Ox 0 MtFx 27.3 1500 st1A Breakfast c 2442 105 138 0.003 10.0 Ox 0 MtFx 41.5 1300 st1 Bsmnt h 6621 186 42 0 003 120 Ox 0 MtFx 26.5 1400 st2 Dining h 1721 48 43 0.003 6.0 Ox 0 MtFx 16.5 1600 st2 Foyer h 999 28 18 0.003 5.0 Ox 0 MtFx 17.5 1600 st1 Hall c 101 4 6 0.003 4.0 Ox 0 MtFx 20.3 1500 st2 Kitchen c 1764 39 100 0 003 9.0 Ox 0 MtFx 318 1400 st1 Laundry C 522 8 30 0.003 5.0 Ox 0 MtFx 6.0 1650 st2 Living c 2806 130 159 0.004 12.0 Ox 0 MtFx 31.3 1300 st2 M bath c 1259 38 71 0 003 8.0 Ox 0 MtFx 40.5 1600 st2A M bed C 2247 80 127 0.003 100 Ox 0 MtFx 313 1500 st2A Star 0 h 1182 33 7 0.003 5.0 Ox 0 MtFx 22.0 1650 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 117 199 0 003 223 154 16 x 8 ShtMetl st2 st1A Peak AVF 59 96 0 003 144 114 16 x 6 ShtMetl st1 st1 Peak AVF 272 363 0 003 204 190 16 x 16 ShtMetl st2 Peak AVF 494 477 0 003 202 21.6 16 x 22 ShtMetl Bold/italic values have been manually overridden Wrightsoftp2019-Jan-04 14 38 57 ,i�.N amn.are.nM.i�,.nc�.�, Right-Suite@ Universal 2018 18 0 32 RSU20066 Page 1 /YVRimor 2 Millstone Ln MAN JSD1Rimor 2 Millstone Ln MAN JSD rup Calc=MJS Front Door faces W Return Branch Detai,l Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening in Matl Trunk rb2 Ox 0 547 ; 791 143.8 0.003 215 260 Ox 0 ShMt rt1 rb1 Ox 0 219 49 0 0 0 0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 547 791 0.003 215 26.0 0 x 0 ShtMetl Wrigllltsoft, 2019Jan-04 14 38 57 Right-Suite@ Universal 2018 18 0 32 RSU20066 page 2 ACM Rimor 2 Millstone Ln MAN JSD\Rimor 2 Millstone Ln MAN JSD rup Calc=MJ8 Front Door faces W Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 2 Millstone Ln 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 tf home has multiple heating systems or water heaters) Date of Test: 2020-09-17 Outdoors Temp During Test: 75 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating_System Primary: Yes❑✓ No[ Type,: Furnace ✓❑Boiler❑Heat Pump Q Other❑ E l cien l -Fuel e 2 Lentinkiyne 3 Drat - Sin Mage S"in Mage CO CO Circle T p e). (Pascal (Worst Case atural (N ) ,(Wo`rs1,Cise atural)' Rating:95.0 N❑✓ P❑ODED NoNom S_E N/A Pa. Pass❑✓ Fail❑ Pass❑Fail_❑ NIAPPM NIA PPM Water Heater' Primary Yes ❑✓ Tom: Standard Tank ✓[Indirect Tankless ❑ Size: 75.0 Style Common Vent - . • No Instantaneous OCommercial (See Note 5 below) (Gallons) 4 Stand Alone �✓ s 2 Venting Tunes° Drat S ilia a Spillage(Natural) CO "CO Efficiency Fuel Type — _ (Circle Type) (Pascal) (Worse Case) , (Worse Case) (Natural) EF: 0.69 NRjP❑OaE_E] N❑MQSQ✓ N/A Pa. Pass❑✓ Fai1L] Pass�Fail� NIAPPM NIA PPM Oven _= Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes_Z No❑ Oven CO Z PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft 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 S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2020-09-22 AMA CAL COApORAYION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, IVY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the base mentsual Jall load calculations.the residential nits at the above referenced project have been included In our Man Best regards, i Louis DeSantis President S E P 2 3 2020 " -TG 'mss"ET I ° 20 Feldland Street, Bohemia, NY 11716 ° (631)-563-1298 ° Fax: (631) 563-2954 i .,y t'" 'CE4 :.itf .7a ".,'Gvn'ih.....4 •''-�'s^ i',L'„ " , GRCH ARCHITECTURE PC P 3750 EXPRESS DRIVE SOUTH • n Q��k` `V. 1 �,`., - - f ,far,. v t SUITE 202 IsLANDIA ICY 11749 e�F. 1rM �_e C I l 9 r4 6. 1 Lw-u� n yaa WWW GRCHARCHITECTURE.COM j631864-3395 November 14 2018 Town of Southold } Building Department SEP 2 3 2020 �� 53095 Route 25 PO Box 1179 Southold NY 11971 �tl a rT' D14<11T. Attn. Ms.Amanda Nunemakerx 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 Yorlc 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, BRED ARC `c'� C,bSRT c/./ Glen Cherve y IA, Ll AP r°a= Principal 023811 �0 SOF NES GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDiA. NY 11749 WW W.GRCHARCHITECTURE.COM (631)864-3395 X,_ September 22, 2020 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit#1—permit#44333 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Re ectful submitted, ��REp ARC �\`J ��BERT CyF y/X� Gle i Cherveny,AIA,LEED AP Principal oF NE�yo } SEP 2 3 2020 ` I'v f ■ e +� 11 ee• � i � �, ao OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®f,S0UT P.O.Box 1179 54375 State Route 25 ®� ��� Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY JI-L Telephone:631765-1938 `r I' www.southoldtownny.gov PLANNING BOARD OFFICE (( 'ti�� � "r TOWN OF SOUTHOLD ; August 25, 2020 SEP 2 3 2020 B4r,7ffD,t T,�.Dnp 7. Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 1, 2, 71, 72, 85-88 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units # 1, 2, 71, 72 and 85-88 of the above-referenced Residential Site Plan have been completed based on the site inspection made on August 20, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight(8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, r Donald J. Wilcenski Chairman cc:, Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL ' ` `°.: MICHAEL M. COLLINS, P.E. f� '' TOWN ENGINEER SUPERVISOR _., TOWN HALL - 53095 MAIN ROAD b Y TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631).765-1560 ;� ..;. 1• Fax. (631)-765—9015 MIC}-{nFl.C�[?l,f_INS!c�ITnIVN CciUTI OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings August 17, 2020 Southold Town Planning Department c' 54375 Main Roads Southold New York 11971 IM Re,: Harvest Pointe—Units 1 2, 71, 72 &85-88 SEP 2 3 2020 Chapter 236 Inspection mu{[,�F?I Dear Mr. Cummings: ;;Er I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 1, 2, 71, 72, &85-88. The rear areas of these units have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore,the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this ; time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector :t COMAVNT*S ',f 2ff,M WW"&N i FOUNDATION (IST) ------------------------ W171A ROUGH FRAMING& PLUMBING rNSULATION PER N.Y. STATE ENERGY CODE 1w, 1"T MAW" I ml USA oiLL l.u An"A,61 A ADDITIONAL COMMENTS 15 IN TOWN OF SOUTHOLD ;` BUILDING PERMITAPPLICATION_CHECKLIST BUILDING DEPARTMENT _ :,0o.you have;or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 .;? �`�?2 Survey Southoldtownny.gov . j - :[.P'ERIVIIT'NO. Check Septic Form N,Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,204 Single&Separate Truss Identification Form Siorm7%ter�'ssessment Form ' Contact: �k•���D�Dtj�N`� Approved ,20J Mail to.-- .kv Disapproved a/c ss 4-e— Phone b ? 1,946 Expiration 120 D- ) Bui_ spector OCT 17 2019APPLICATION FOR BUILDING PERMIT a 3� Date b 20 r °' 1r INSTRUCTIONS 1 a.This application MUST be completely-filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of-buildings on premises;relationship to adjoining premises'or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work., e.No building shall be occupied_,or.used ip,�who e^or in part for any purpose what so ever until the Building Inspector issues.a Gertificate of Occupancy. f. Every building permit shall expi-re if the Mork authorized has not commenced within 12 months after the date of issuance'-or lids not been completed within,l$rrioinihs from such date. If no zoning amendments or other regulations affecting the property have been enacted in-the interim,the Building Inspector may authorize,-in writing;the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, 's alterations'or for-removal or demolition as herein described.The - applicant agrees to comply with all applicable laws, ordiinances,building-code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or nan e,if a corporation) l (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 �Ptm®� -�V�Qo Ll C ` {(As on the tax roll or latest deed)' ; , If applicant is a corpor ti n, signatur o 4uly a th 'zed offic r 0 , (Name and title of corp ate officer) .Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. ! 1. Location of land on which proposed4ork will be done: House Number : ' Street % r Hamlet County Tax Map No. 1000, Section. �{`�,•orf BlbckLot, d - I _ Subdivision' Awy4t;� eawkFiled Map\to. Lot. L/ C0t0o 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy o L b. Intended use and occupancy c® ®� I , 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �9®, boo Fee' (To be paid on filing this application) 5. If dwelling, number of dwelling units r Number of dwelling units on each floor Ifigarage,.num er,of cars ' (.4/ 6. If business, corriniercial or mixed occupancy, specify nature;and extent of each type of use. 7. Dimensions-of ekisting structures, if any: Front Rear Depth Height' Number of Stories ` Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front. I �o 0,, I Rear, u� � epl, Height i 3-1 ° U `� Number of Stories ! —UA . 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former•.Owner 11. Zone or use district in which premises are situated i 121 Does proposed construction violate any zoning lacy, ordinance or regulation?-YES , NNO_IC 13. W i I I lot be re-graded? YES V/ NO Will excess fill be removed from premises? YES NO 14. Dames of Owner of premises Address CWW49i Phone No. C46 70 246 -7 Name of Architect Addressr X 'k. W Plione No 0 469J' Name of Contractor Saoka 44 Address Phone No. p—/--� 1,5 a. is this property within 100 feet of a tidal wetland or,a,freshwatet•wetland? *YES . NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.,PERMITS MAY BE ED. b. Is,this property-within 300 feet of a tidal wetland? " YES; NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. I 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. 18. Are there any,covenants and restrictions with respect to this property?}* YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OK' ('4 74�F being duly sworn, deposes and says that(s)he is the applicant (Name of individual sign; g contract)above named, (S)He is the (Contractbr,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in'this application are true to the best of his knowledge a elief; and that the work will be performed in the manner set forth in the application filed therewith. I Sworn to before�.me this —1 d-y of JL,2o r LL -SHERRY PIRONE Notary Pub 'c NOTARY PUBLIC;STATE OF NEW'YORIC Sign ure A pli ant T Registration No. 01 PI638$308 S Qualified in Suffolk County d Commission Expires March-04,2023 E i BUILDING DEPARTMENT-Electrical Inspector �a TOWN,OF SOUTHQLD Town Hall Annex- 54375 Main Road - PO Box 1179 f - Southold, New York 1197.1-0959 ,y Telephone (631) 76,5-1802.-,FAk- (631) 765-9502; rogerrCc7southoldtownny.gov seand0-southoldtownny.. ov_ , APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required} D;te: Company Name: Name: License No.: 3 p em il: l� Cc Address., o Phone No.: JOB SITE INFORMATION (Ail Information Required Name: Address:7, \�shhe LCA UA1_ ` I Cross Street: l " La Phone No.: u2d-QU rli BIdg.Permit#: p2a3 email: aila 60&a . Tax Map District: 1000 Section: 10Q, pI Block: . t Lo : BRIEF DESCRIPTION OF WORK(Please Print Clearly) i I I i Circle All That Apply: Is job ready for inspection?: YES NO Rou h In Final Do you need a Temp Certificate?: ES O Issu On All information required) Temp Information: ( , Service Siz . 1 Ph 3 Ph Size: _),.A #Meters i Old Meter# Cewerv' - Fire Reconnect- Flood Reconnect-Service Reconnected- Upderground -Overhead 2 H Frame Pole Work done on Service? Y N R Underground Lateralse Additional Information: ! PAYMENT DUE WITH APPLICATION ! ---- � �V1 `� Request for Inspection Forrn.xls PERMIT# Address: Switches Outlets GFI's - Surface Sconces II H H's ' N UC Lts Fans Fridge W� 1 ' �V I Exhaust I Oven Dryer Smokes I DW Service f5a Carbon Micro Generator Combo Cooktop Transfer AC AH 1 Mini Special: Comments Town Hall Annex -1802 54375 Main Road Telephone(631)765 Fax(631),765-9502 P. O. Box 1179 Z Southold, NY 11971-0959 'A RTME-,NT, ,,,, T Y-10 E 0 NATt"MI&ION, PRE NOTIC61OR'UTILIZATION OF TRUSS,'7 ENGINEERED ,"OD'dONSTRUCTION ASlqmwiW851 CONSTRUCTION V4; Date: ('9 (ci ownen', ® V- b04 caN."�bf,'P,', X Lo roperty: Please;, '.'T otlice that th6 ,C fiddkbpplicaN�114 r8l'Aiqr,,,(p;sl dh % comme 0 ,,,#,Ucture'O,�- ,� i 'J,j,M,j . AAditiontoeA40�`.d theediAl[o d -stfuett % rcial or resider ,,sir 01,ctul e rz '.•" 'i -- , Too,�fi�-N, tJzt e sub erty referencQilJdV&.,,W1ll to be.60 pe D'-' ' p ao (check.' Ly • ptruction,(TT) thm-ada` 'god, Pre-ehd construction (PW) ;d Timber coh6fij,4606 7_�, T, cation(s) (chec App Iq j in tl�'e� `" "fo llowing lo :,'�',j" Floor td aming, including glrden�' fid 6 'ams (F) Roof framing (R) Floor and roof•framing (FR) Signature:- NameP .40 ,AT, Capacity(check applicable line): 4, .0 A I", Nk Owner representative TrussReqMdocx Effective 1/1/2015 J, ' 'G��' 4i�^ r-t✓ A's F" rlvz?c1j. �l�i�(�•r�f}r'}*�r+��" i ., r�. °' ry����`l;'*.•317s i'`k;• N r�r r it Wim+'{'�L�X.IL�i t I o� �1Ci)r�,�?4-`""•jC-�{��a�^�„-�:.rSS��`fr'-l},,l�t�i Ct�'t'�.2"a��, �. w J ri�rk�,�j t•.7.r ��•�'j�rr.rJ` t„�yr�'u� f7r �)*t�"i,�•� r=^i'r• ���t,G{ !S''rr�lti F'=!'” �f'rt +'�y• -��+,,.+",L,:'i.'7ti�-4 ►t e�rJ;.�+`iI r J"",.r;h� �rh -rf�. ,r�r�'G� `ir'+�if7�iftl� no f Fell li f 4lltr�J .'!1 "S� ! �� ti �1i .:•+l#„ tri .J� hE'i4 :a{ ,,tit iw. 7,s•r^7� l'ih w� t,rr! ..f)� t t�. t'J.-r{-,trr� �' ti 1,� fe•#i{ {'�i(- t ���J� � r� ., � � ��•VJ q r � dfl�s � d °r' i'I �j�3x.��i4�,1 {wa`,•,t�t'•' ��i+ '�'"A .�t tr s f �w.rk 1�'Y" t+' r t r^t 'i t -� '��'� "t -t s §tS MP t' 'k y t " •, V h rj .- r"! ri, i,rsyt w ! tY' r i1 -< <f J y,.h tj ".,a t tJc'`.jrec v{ r✓.t ,, t t �_% J�� �i * 1:t"y�, '.,. ,t i 1j'; .•..1Caryxi� 1 rt a :�J, t..Y. n,.,r"•r^ir...'•,.`AI"iii s k.�t°i'4 4 iy �E 'nr�}�" +'�4 A} 41A""��a� 'i i � "�1 1 u" .Y3 n � �•r NY t r-. " 'r- t`t �' v) I tfe r.,� a wt� rl � � pW r•�7s��+� .r�t'��rf L 11,,Ilf.�, sF i -� S r r K 7 '7�"i' n��K�I"at f' , fh *{ rt w,� .K�-.•7�r`t��i' +�_ _ ' t a ,� it �� r It v r% 7 P t iy'Lt y `x�,+YN"Nj�Ir�� �°L�, ti p jdh�����"i"N•i �H�" Y .-g,^ "f`3"``1 4'Mr ..++r. Y 7 �� eta-.. tK �•• i }M 5Ft ' Ia € v \ r" ',n1 x Y jI ,, F F f11 r � FLOOR it Y%rGIRDERS AND BEAMS • • • I� t, OF 1p '41 Te5*- olIr PIPE SHALL BE"15- CPP„WITH-A SLOPE. Or- Ute ' STANDARDS: SPECIFICATIONS SHALL INCORPORATE OR MANUFACTURER'S ERECOMIMIONDED I i FOLLOW UNLESS OTHERWISE NOTED. OF THE AWWA STANDARDS ANDNS/ dECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. , o 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 WATER MAIN TO BE 10" WITH 6;" HYDRANT OF AT LEAST ALL WATER MAINS SHOW THE BOTTOM ALL BE COVERED OF OTA M HE NI MUM DEPTH SERVICE CONNECTIONS TO BE 1 OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT ]NIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. / WER/DRAINAGE LINES. . BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH TO PREVENT MOVEMENT. BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS, 4INIMUM 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. U DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST R/DRAfNAGE LINE CROSSINGS SHALL MAINTAIN A REVISION, EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE . BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER CONTRACTOR 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. Habitable Garage Area Harvest Pointe at Total Unit Numbers Area (SF) (SF) (SF) 77-124 1,999 486 2,485 Cutch® ue 1,3,8,10,12,14, Cutch®gue, New York 21,23,26,27,29, 1,599 363 1,962 Town of Southold 1,33,36,39,41,45 5,47,49,50,52,54, - Date Appvd. , 58, 59,68, 72, 76 No, Revision. 7/28/17 AVL, 13 TOW N/SCDHS REVISIONS •-••Ni 2,5,6,9,11,13, 6/14/17 AVL 12 TOWN REVISIONS 19,20,22,24, 4/22/17 AVL 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS x,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL 7,60,62,64,66,7.0,__ _ - - --- - — --- 9--TOWN-REVISIONS---— ----3/27/17-- AVC-- -= "�- 73,74,75 8 SCDH REVISIONS 3/9/17 AVL 4 7 34 37 43 55 Deignes!`Y ==;a;ayCr� GheckedLrZ<o4r 1599 0 1979 ' , t , g •. 38 � :±'*��.'.2v...y�?.«s.rti,^i.. . ?q:.'`J�:f `,m:w Z`'�'``, fia•<�.'zil.5 k• :{•";_'l.%•i] 11,63,65,67,69,71 x. = '`i. - i �`2'' 'F "� :,�-•'flc;,��s:''�..f'� -�-".:;x:-Nei:.3�.�a: .»`^*�y�:.%-«'7;%'U,`"'�.�i-:s.::,`a.t,:G.:isx`.,]",.:...kt.%�1•in,4_•:::�<ra:••':„4 Issued for Date 15,16,17,18 1,999 408 2,407 July 10, 2015 i, N/A 6,188 N/A 6,188 SCl'8Vl•s xOuO-102-41-33.3 SC®HS A r®val • . SUr-FOLfe°Q()U OLF';.9T1V1ENT OF HSA TH SERVICES pgnN 4'FOR AppROV OpC-aU�a�I� ��I Silo PLAY RESIDENCE ONLY IZ 10 DIME APPROVED � � / j/� Drawing Number � FOR MAXIMUM OF S` REE YEARS FROM DATE OF APPROVAL OV Nei PIKE LO V. O � s4 1;• <. ..m I c 7a m , Sheet of �(P z" g 28 is E5 Project Number 29305.00 r SCDHS Reference # C10-06-0013 �I 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 OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR.TO ALTER AN ITEM IN ANYWAY IF V1. AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM HIS SEAL AND v THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION R=410.00' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED L=3.63' SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS U�� OR RIGHT OF WAYS,IF ANY.NOT SHOWN ARE NOT CERTIFIED S 24033'07"W 1 G PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE 2/7.72 I CONDITIONS IFANY.INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. 0) SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES v 0- �11\0 ! /J • � COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS w r RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, mEING OR BY UJY OTHER MEANS.OR STORED.PROCESSED OR TER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN MmID o NOR BY ANY COMP Q PERMISSION OF THE SURVEYOR. p�O l 0% THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL Z, �/' Y 130 MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER PURPOSE (�o G O, Zy •� 0 113( ,�b SZDc3 ,�20 '� g3 •o, \ pN�`1�362� '•, 39 9a Q W 33 rn QQ pF \ 1n'Z V n `� \ `r p � a � o. S 65026'53" E U �9 ����� \ 1aa o109 m 49.54' ¢ I 0 0%. a3 s - ti M •o. i R=275.00' � U) - L=77.85' r— - 167.99' (ACTUAL) _ N o Q 1y a s y= co I w S52055'20"W JAS! 3 0 2020 to CD oCo 1y$ N N m I � TOWN OF S 40052'38" E m I SOUTHOLD 27.03' S52055'20"W I 19.24' —�-- — _ �_ _ _ 01-09-20 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR z I— UNITS 1-2 UNIT DESIGNATION MAP OF LLw HARVEST POINTE CONDOMINIUM 1 LL SCHOOL HOUSE LANE FILE NO.:471 FILED January 09, 2018 U) SITUATED AT CUTCHOGUE c TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK N E V(/ 'I S C.T.M.DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 7&B pvl°p ; NELSON & POPE ENGINEERS & SURVEYORS Z k 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 l,_ `� �Y h_ PHONE(631)427-5665 FAX(631)427-5620 �O WWW.NELSONPOPE.COM DRAWN BY: WM CADD No.:INDNIDUALSURVEYS SCALE:' -0502 CL°- 000261 Al CEJ CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 LAIN® DATE: 01-13-20 PROJECT NO.: 00026 ill=30' 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, j_ 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 THE DIRECTION OFA 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 A` ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND P THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION v COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY PHYSICAL EASEMENTS PROPERTY OR RIGHTOF WAYSFANY.NOTSHOW ARE NOT CERTIFIED EASEMENTS ED MAPPINGPREPARED DEPICT CONDITIIONS FANY,INCLUDING BUTNOT LIMITED TO WETLANDS ,WATERCOURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES e COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Ao�J O O�j / RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 0 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN S X-3 0 00 PERMISSION OF THE SURVEYOR Lip cP�'� O�9LCt�ycjl �g LL r a 6's C 6: O�9Ltn 9N Ng. �5�� SES' 2 3 2020 Leo 3 �Oo i T 3rJQ \20 'o, `GV OF�P0 ,��y:1.37,7-'1 , I Tv-C-j'�'Y �v CJ 00 aur A\Cj�QOCj�� ob �\ 0 R �N \ s o 010'S Loo ? �E Q d o1 A GO F- O o 1 0 S 65026'53" E o 1Ag -E0 Go 49.54' I G�D G v O M T , R=275.00' 0) , � a (o I �'O P S-1 L=77.85' 167.99' (ACTUAL) (" 1593 � ° _ opo '0°G°o Sc0 w S52°55'20"W �N W w C) 0 C11 03 3 u� I o I OAF rn S 40052'38" Ewa, N M TOWN OF 27.03' (n I SOUTHOLD 01-09-2020 FOUNDATION LOCATION S52055'20"W FINAL SURVEY FOR 07-17-2020 SANITARY AS-BUILT 19.24' 07-26-2020 FINAL SURVEY UNITS F HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 z W ���OFN& `� SITUATED AT CUTCHOGUE LI— fY CD Ory OAV/U C) TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SCHOOL HOUSE LANE S C T M DISTRICT 1000,SECTION 102 01,BLOCK 01 00,LOTS 001 00&002 00 >• 4� IN' E L P z m2 '050213 t�A `-d fil engineers •architects• surveyors 4q N S ��� 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS 0002611 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: I OF 1 DATE: 08-05-20 PROJECT NO.: 00026 1"-30' 1 l - V NOTES ` THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE v 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 PERSON,UNLESS HE REERING AND LAND SURVEYING.SECTION 7209.FOR ANY S ACTING UNDER THE DIRECTION OF A LICENSED QQ` PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTERAN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED F \ Z_ (n UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED G / G G\ �( AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR FURTHER DESIGN OQ GJR/ /(p ,p k a \\ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE GL 10 O� �Z O O \ CONDITIONS IF ANY.INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, / OOZE O j ZO C \ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS � O:� !Z \ OTHER THAN VISIBLE PERMANENT STRUCTURES �\ 3 O� 0���9�'�N 0 S 9< COPYRIGHTQ NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS O �O�,p�� Zy u? \\.�3 RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, / ZO-Y(n9 5 \ Zy S U'�O \�\ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 2 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN tn�� N� 1$ \\ 33 PERMISSION OF THE SURVEYOR ;A \�\/' s'_ (G\ 6' 3 C� ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT `\V/ {G e� O\O C1�� 1�rp \ �,pG \ y �OQ7ik SHOWN 11 'tui "� 11..��' a \ GP�f" ALL SANITARY PIPING 4'AND 6-SDR-35,TYPICAL 0.\ ^pCj� \\ / r' <t�`O< o d 0 2 3 202 \ oOZo \� SON�� 2 2' \ SANITARY SYSTEM AS-BUILT TABLE G sl 33 F OpNpA v� X32 T�<7� STRUCTURE NAME TIE A TIE B <� o �S� OFF \\ C\ � UNITS#1-2 5 � ,y� OR OF UET ', ST-1 36.0' 52.9' C��;i��• ��O s p�\ e3 s Go�� \�2 ���G� �� ,�� �OAVIO p C? ST-2 41.3 56.1 \ 0 32 S 0TGpjLa6 �'Gy O� Crj '� LP 46.6' 71.7' sy ��� rn 2� p 1b0 AgNac? EG����� GOGP�Nt�J �U c 5° \aJ' �P \ �C Q v. \ �a G02�1 ��9°IO J,G C7 seer y SUFFOLK COUNTY OEPARTMEOF HEAt,TH SERVIC � G2� P j �� A 5�ee�@ - �ao 0 _ �D WT uCONSTRUCTED APPROVAL OF WORKS FOS A SINGLE F� '°tY RES@FENCE 1 1 Go 5��`�` \�1. SEP 2 1 2020 GIM ��NG\ \303 7 ate H.S.Ret,No. ' - 1, �� 1 1 � Q I he se'mage ftpmD and%nater supply FIs at this gomfion ham bi Ii speecte3d anW/nr certified by liras®eked or other agencies and found to t satin cWiyFORA �tg F N BEDROOMS. 07-,7 1i , 0,-17-2020 FO-2020 SAANDATIONNITARY AS-BUILT T ON SANITARY AS-CONSTRUCTED SURVEY FOR UNITS 1-2 UNIT DESIGNATION MAP OF Craig Knepper, P.E., Chief HARVEST POINTE CONDOMINIUM 1 Office of Wastewater Management ` FILE NO.:471 FILED January 09, 2018 SITUATED AT ! CUTCHOGUE !+ TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFRENCE NUMBERS &AREA'S ! S C T M DISTRICT 1000,SECTION 10201•BLOCK 0100,LOTS 001.000&002000 UN IT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA W ON + POP __-- ` 2 R-10-17-0056 1,599 S.F. 363 S.F. 1'962 S. R-10.17=0055 1,599 S.F. 363 S.F. 1,9 NELSE @A E2 S.F. Af engineers•architects •surveyors CD ®2� 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelsonpope.com SEP DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS SCALE: 00026 1 y�a®I��� I CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 SiEe. nT� i`�I171�• DATE: 07-08-20 PROJECT NO.: 00026 1"=30' OFFICE OIF N1,11ko' u APP OV D AS NOTED DATVBDI 16) B.P. t -33 Blower door FEE: BY: and ductwork NOTIDEPARTM AT testing tequired. 765-1802 8,AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION --TWO REQUIRED FOR POURED CONCRETE 2. ROUGH --FRAMING & PLUMBING Must provide Manuals 3. INSULATION 4. FINAL - CONSTRUCTION MUST D,]and S as per BE COMPLETE FOR C.O. NYS Energy Code ALL-CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Fire separation required as per NYS Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF I)CYNOT PROCEED WITH . FRAMING'UNTIL SURVEY i OF_FOUNDATION LOCATION SOUTHOLD TOWN PLANNING BOARD NAS_BEEN APPROVED, 56tii�f6t8�6WPdi�ti3�� ® ® N. . . TRUSS PLACARDING REQUIRED OCCUPANCY OR USE IS UNLAWFULELECTRICAL INSPECTION REQUIRED WITHOUT CERTIFICAT►- OF OCCUPANCY �,PU[ BsNO 1;:OLUMBING WASTE .&,WATER LINES NEED DRAINAGE INSPECTIONS ARE REQUIRED TiING-bEFORE COVERING Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code PLUMBER CERT�ICAT.ION ON LEAD CONTENT PEFORE \�! CERTIFICATE OF OCCUPANC All exterior lighting installed,replaced or SOLDER-USED IN WATER repaired shall conform SUPPLY SYSTEM CANNOT to Chapter 172 EXCEED 2/10 OF 1% LEAD. of the Town Code' TABLE R405.1 ( ^ , Properties of Soil Classified According to the Unified Soil Classification System Z `j,/ Draftsto in . 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 VOLUME W ;..� R I F R; A I P I A R302.12 PP 9 not exceed 1000 s uare feet. Draftsto in shall divide the concealed space into a era s. rea of the concealed s ace does q PP 9 R316.1 General, The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic m UNIFIED SOIL CHANGE : shall be installed so that thea P and o ceilin membrane below, draftstopping shall be provided in SOIL CLASSIFICATION DRAINAGE FROST HEAVE 017 YORK STATE UNII=OR CODE SOIL DESCRIPTION POTENTIAL � c 2 N a roximately equal areas. Where the assembly is enclosed by a floor membrane above g R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall 2017 NEVY YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTNE OCTOBER 31, 2017) PP cRouP SYSTEM CHARACTERISTICS POTENTIAL floor-ceiling assemblies under the following circumstances: bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine sYMeoL EXPANSION U ai 17 YORK STATE ENERGY CONSERVATION eONsrRUCTION CODE that the end use will comply with the requirements. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW LOW Q "E"J U 20 NE�IV STRUCTIO CODE SUPPLEMENT (FORMERLY KNO�N AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. uTrLE oR No FINES � 2017 NEIN YORK STATE ENERGY CONSERVATION CON N R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal 1 a- 2016, EFFECTIVE OCTOBER 31, 2017) barrier of not less than X inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, (a) LITTLE OR NO FINES GOOD LOW LOW Z � � U 016 RC 2015 IRC 2ND PRINTING) p / R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW `"s' 2 NYS ( R302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be rovided with a 1 2 inch PRI G rd membrane 5 8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1, Attic access is required by Section R807.1. LITTLE oR No FINES H � 0 > 2016 19 NY RR P TS 2ND NnN ) gypsum wallboa / TFfLE 19 NYCRR PARTS 12;!0 THROUGH 1228, 1240, 1264 AND 1266 AND PART 300 2. The space is entered only for purposes of repairs or maintenance. sP POORLY GRADED SANDS, OR GRAVELLY SANDS, GooD Low Low U ''� rn Exceptions: LITTLE OR NO FINES � V .0 N SECTION R101 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/s GM sILTY GRAVELS, GRAVEL SAND SILT MIXTURES 0 MEDIUM Low F_ - to N} inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW J- cn N Z _ Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low U 5 Eu Lo e silentio) Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: Z L' u M M R101.2 The provisions of the International R s hed one and two Tamil dwellings and townhouses not more sG CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low O Q o Fn v e and occu arc , location, removal and demolition of detac Y 1. The thickness of the foam plastic shall be not more than 3U inch. re lacement, repair, equipment, us P Y more than three stories above grade Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, P i ht with a se arate means of egress and their accessory structures not R303.1 than three stories above grade plane in he g p 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. -r- � EXCeptiOnS: SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ Z � - � plane in height. 3. The foam lastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or Less when tested in GRouP 2 SLIGHT PLASTICITY (,) ``� ^ 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house mechanical ventilation system is accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, W 5 installed in accordance with Section M15D7. GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM to R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless CLAYS To Low ( 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 Section R317 Protection of Wood and Wood-Based Products Against Decay = illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. a i ht 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. inch air s ace all sides or ends wrapped with aluminum nits or due to location on property, the enin star illumination. Exterior stairways shall be provided with pr artificial I g ction is re uired between dwelling u R303.8 Ext Y relocated at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 p e Rated Construction ins ection. Where fire resistance voted constru q t before an luster ent from the outdoor rade level shall be provided with an artificial light sou c R109.1.5.1 Fire Resistanc P m board or sum ane) products are in place, bu Y P providing access to a basem 9 R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all poen s buildin official shall require an inspection of such construction after lathing or gypsu gyp P flashing. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 9 eners are to ed and finished. ' sand fast 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 dura a R404.1.7 Backfill lacement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or is applied, or before boarcl or panel joint P Section R305 submitted to the buildin Ceilin Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. mentation of elevations re uired in Section R322.1.10 shall be 9 9 R109.1.6 1 Elevation documentation. If located in a flood hazard a rea the docu q � & laund 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 Section R405 Foundation Drainage "n hei hts of 7'-0" in habitable rooms. Minimum ceiling heights of 6-8 in bathrooms, toilet rooms ry nil connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connec ors in fficial rior to the final inspection. R305.1 Minimum height. Minimum cede g g R317.3 Fasteners a o p ct with reservative 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 a i a e or Z Exceptions: ionto p t less than 6 feet 8 inches above an area of not less than 30 inches by shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials s a e p R202 Definitions: hat fasteners and service openings. 2. A shower or tub equipped with a showerhead shall have a ceiling height of no fasteners installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. P abri material that is continuous across all structural members without thermal bridges other t 30 inches at the showerhead. 1667. Continuous Insulation: Insul g Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils accor ing 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 It is installed on the to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. of an sto . finished floor. R 319,1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position An intermediate; level or levels between the floor and ceiling y ry Mezzanine desi n wind s eed row h R308.4.7 shall be considered to be specific hazardous locations for the purposes that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers ated within 1 mile of the coastal mean high water line where the ultimate 9 p 08.4 Hazardous locations. The locations specified in Sections R308.4.1 th g dborne Debris Re ion: Areas within hurricane-prone regions loc R3 Win 9 m roo in shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section R406 foundation Waterproofing and app g (Vult) is 130 mph or greater. of glazing. o ation where the here re uired b the fire code official, address identification shall be provided in additional approved locations to R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior O R308.4.2 Glazin Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous I c stroke with of not less than 0.5 inch. q Y 9 es above the floor. facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basemen he re uirements in Section R301.1, the following standards are permitted subject to the limitations of this code bottom exposed edge of the glazing is less than 60 inch floor to the finished grade using a bituminous coating. U R301.1.1 Alternative provisions. As an alternative tot q he desi n shall cam I with the International Building monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. ions therein. Where en ineered design is used in conjunction with these standards, t g P Y 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. 0 and the limitat 9 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 Section R321 Elevators and Platform Lifts u J Code. R406.3.3 Porous FII. Thi space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the back i � door. f the adjacent ve the lane o assen er elevators, limited use and limited application elevators or private residence elevators shall comply with ASME heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. � 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) P 1 R 321,1 Elevators. Where provided, p g R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches abo A17.1/CSA 844. The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. p entional 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. Z � C) R301.1.3 Engineered design. Where a building otherwise conv in ractice. The extent of such design need only Exce tions: esi red in accordance with accepted engineer 9 p p Re 3:1.2 Platform Lifts. Where provided, platform lifts shall comply with ASME . . conformin to this code, these elements shall bed g nce of the conventional framed i arta)) from the walkin surface. R408.1 Ventilation, Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder 9 demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performaarfs thereof included in the 2. Glazing 36 inches or more measured hon z y 9 ' nal Buildin Code is ermitted for buildings and structures, and p Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents, within 3 feet of eac comer o system. Engineered design in accordance with the Internatio g P foundation. Section R310 Emergency Escape and Rescue Openings R 32?.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or t Zones and Coastal r Zones, as established e J scope of this code. r-1 with the wind rovisions of this code using the ultimate design wind UNFINISHED BASEMENT'S IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less thorn 16" by 24. ructed in accordance p TNG PER SECTION R310. E rens window & window well) and constructed in accordance with the provisions contained in this section. Buildings and structures that ore located in more than one flood hazar R301.2.1 Wind design criteria. Buildings and portions thereof shall be const RESCUE OPEN ( 9 ve not less than one o erable 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 ined from Fl ure R301.2 4 A. Emer enc esca a and rescue opening required. Basement shall ha P ed in Table R301.2 1 as determi g ( ) R310.1 9 Y P _ s e ( � f not less than 5.7 s uare feet. The net clear height identified floodways shalt be designed and constructed in accordance with ASCE 24. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring sha a woo P lumber. Minimum o enin area. Emergency and escape rescue openings shall have a net clear opening o q g y structural panels as specified in Section 503.2. fireblocking shall be of any grade M,..,..,1 R310.2.1 P 9 idth 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 excludin an unfinished flood resistant opening shall be not less than 24 inches and the net clear w a sill hei ht 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 R502.4 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 wen s. TABLE R301.2(1) 10,2,2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have g O R3 n accordance with Section R3ight o. building or structure a violation of this section, R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches on LIMATIC AND GEOGRAPHICAL DESIGN CRITERIA oor, where the sill hei ht is below grade, it shall be provided with a window well I C the fl 9 • lum m width of not less than 36 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning, p 9 masonry or concrete except where supported by the use of approved joist hangers. M ARRIER Air Mean ells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and � w SUBJECT TO DAMAGE FRO WINTER ICE B R310.2.3 Window w red. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or ND Wind Design SEISMIC FLOOD window well shall allow the emergency escape and rescue opening to be fully ape R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. � GROU DESIGN UNDERLAYMENT Freezing Annual inches. The area of the DS ffixed ladder or ste s usable with the R322.3. uNE HAZAR rmanentl a P a )sanies and lumbin fixtures; duct R502.8.2 Engineered wool products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated mem ers, � Cial Wind DESIGN FROST Index Tem • I S e DECAY D P de th reater than 44 inches shall be equipped with a pe y SNOW SPEED To o ra hico p TERMITE TEMP REQUIRE P 9 P der and ste s. Window wells with a vertical p g Effects Wind bourne CATEGORY WEATHERING DEPTH R310.2.3 .1 Lad P less than 3 inches from the Exce tion: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing pp P 9 LOAD m h osition. Ladders or run s shall have an inside width of not less than 12 inches, shall project not P ( P ) window in the ful open p 9 stems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I joists are prohibited except where permitted by the manufacturers recommendations or as shown on ese Q Region Debris ly I be s aced not more than 18 inches on center vertically for the full height of the window well. wall and sha I p b to revert water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. r �"� zone ' foundation drains e s stem required by Section R405.1 or y P desi n flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502,11.1 Wood Truss Desgn. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design DO `/ MODERATE SLIGHT TO 10 X 1500 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings 9 Y effects of buoyancy, during the occurrence of flooding to the g B SEVERE 36" De rees Yes an approved alternative method. _ to be located below the required elevation provided that they conform to the provisions of the electrical port of this code for wet locations. professional whe a required by the statues of the jurisdiction in which the project is to be cons nuc e F T O 20 130 NO ( ) TO HEAVY MODERATE 9 �+�y Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand gravel mixture soils in accordance with R 312.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or elimina e . the United Soil Classification System, Group I soils, as detailed in Table R405.1. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. Section R506 Concrete Floors (On Ground) R301.2.1.4 Exposure category. size of sin le famil dwellin s ions havin the Y 9 ^ 1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the R506.1 Concrete slab on grades to be min 3-1/2 inches thick. 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstruct 9 9 R311.6 Hallways: min. 36" clear width. R 3.2, P rather ex osure. f a elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB 2. ed unless the site meets the definition o p •tea s R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed conccrete or crushed blast-umace sag passing (� , or lar er. Ex osure B shall be assum ownwind R311.7 Stai y U 9 P ure D extends d ermitted handrail hei ht and below the required headroom height. � r a below desi n flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: hei ht less than 30 feet extending more than 1500 feet. Expos ess than 36 inches in clear width at all points above the p 9 R 32.2.2 Enclosed a e g a 2 inch sieve shall be placed on the prepared subgrade where the slab is below gra e. 2. Ex osure C. Open terrain with scattered obstructions having a g R311,7,1 Width. Stairways shall be not I P + Tile of the stairwa and the clear width of the stainva at and below the handrail height, unt and rassland. inches on either s Y Y 1. Be used solely for parking of vehicles, buildin access or stora e. ed area. Inclwdes flat o en co ry g 'I shall not ro'ect more than 4 /i 9 g Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classi Ted as roup 600 feet from the partially obstruct P extends downwind 600 H cludin s P J osure D is installed on one side of 27 inches where handrails are provided on o enin s that meet the following criteria and are installed in accordance with Section R322.2.2.1: according to the United Soil Classification System in accordance with Table R405.1. unobstructed areas ex osed to wwind flowing over open water for a distance of not less tan 5000 feet. Exp includin treads and landings, shall be not less than 31 "� inches where a handrail 2, Be provided with flood p g 3. Exposure 0. Flat, P 9 feet from the unobstructed area. both sides. 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 R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not leis than 6 inches shall be placed between Q R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. on the exterior of the enclosure walls. the concrete for slab and the base course or the prepared subgrade where no base course exists. Thie vapor retarder is not required for Garages, uildin s with sto hei hts not exceeding 11 feet 7 inches and the laterally unsupported ave a vertical rise larder than 147 inches (12'-3") between floor levels or landings. utility buildings aid other unheated accessory structures. U R301.3 Story Height. The wind provisions of this code shall apply to b 9 ry 9 these limits as ermitted b Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not h R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: r , wall stud hei hi. ermitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed P y The riser hei ht shall be not more than 8 1/4 per supplement. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design F•- �,�/ bearing 9 P en ineered desi n shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers 9 Z sto hei hts are not exceeded. An g g inches er su lement. flood elevation, each area shall have openings. Section R602 Wood Wall Framing rovisions, provided that ry g ; or the noncom liant onions thereof, to P esi n of the build n , P P 1.7,5.2 Treads. The tread de th shall be not less than 9 P PP ection are exceeded the d g 9 R31 P 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 Chapter 6 are exceeded. Where the story height limits of this s R602.3 Design and construction. Components of exterior walls shalt be fastened in accordance with Tables R60)2.3(1) through R602.3 4. Wall sheathing � shall be in accordance with the International Building Code. R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 'A inches shall be provided on stairways with immediately under each opening. resist wind loads shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3 3;). � tance rutin in accordance with Section R302.2, Item 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each continuous run a treads or flight with four or more risers. U walls se gratin townhouses shall be assigned afire-rens g 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 R302.2 Townhouses. Common p 9 section. O wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exce tions: R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. Y both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical P II be rated for fire exposure from i al outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. sha of the membrane of common walls for electr c hrou h 43. Penetrations at 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 orizon a installations shall be in accordance with Chapters 34 t g R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided th structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the ase accordance with Section R302.4. - e 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 6� inches at the walkline. All treads shall be identical, and the rise shall not floor elevation plus 1 foot or the design flood elevation, whichever is higher. 1. Where a fire sprinkler system in accordance with Section P2904 is provided, th be more than 9 inches. Headroom shall not be less than 6 feet 6 inches, assembly tested in accordance with ASTM E 119 .or UL 263. 2. Basement floors that are below grade on all sides are prohibited.R 322,3.3Foundations. Buildings and structures erected in coastal high-hazar areas 2. Where l fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311 8 Romps• and Coastal A Zones shall be supported on pilings or columns. assembly tested n accordance with ASTM E wit S UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 TABLE R602 3(]) FASTENING SCHEDULE 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 Section R325 Mezzanines DTL 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). DISCRIP ON TEAS ENING (a,b,c,d) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. ---1-- 1 ndin s 30" above floor or rade 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 1, BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON, TOE NAIL TABLE R302.1( ) R 312.1 Guardrails: Porches, balconies, ramps and stair la g 9 EXTERIOR WALLS 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 uJ ,` 6 r` r n (6 N a. MINIMUM MINIMUM FIRE 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL � '" � � .- 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. THREE 16D COMMON FACE NAIL 4Mi N N ri r `O �;; ui EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE g P 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 ❑ .- N N ci ri cp .- 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the buildin the o erable window shall comply with one of the FIRE-RESISTANCE RATED following: 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 WALLS NOT FIRE-RESiISTANCE RATED Z5 feet columns and posts. 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 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FAC PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet position. Exceptions: 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL TABLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 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 TOE NAIL PRINKLERS . 0 erable windows that are rovided with window opening control devices that comply with Section R312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER EXTERIOR WALLS- DWELLINGS WITH FIRES 3 p P in control devices shall cam ty with ASTM F 2tion The window opening control device, after operation to a In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance wit 7, ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL MINIMUM MINIMUM FIRE R312.2.2 Window opening aril control devices. Window open g P Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. __ RAFTERS EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowing the window t0 fully open, shall not reduce the net clear opening area Of the window unit t0 less than the area required TWO 16D COMMON. END NAIL Z � by Section R310.2.1. FACE NAIL z 1 HOUR 0 feet 8. STUD TO STUD(NO AT BWP) 16D COMMON AT 24"O.C. rn ag. a WALLS FIRE-RESISTANCE RATED 3 feet NOT FIRE-RESISTANCE RATED Section R313 Automatic Fre Sprinkler Systems 9. STUD TO STUD(AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z O z z z N � eathin R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 10. BUILT UP HEPDER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o O Q o O g ui . The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the undiedrss a ofattrhe ached enclosed sprinkler system. 11. CONTINUOUS DEADER TO STUD FOUR 8D COMMON. TOE NAIL > > > w > > a' N ❑ R302.2.1 Contm ty deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through a Pa 9 R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NEPA 12. TOP PLATES � TOP PLATE 16D COMMON ® 16"0/C FACE NAIL � � � w � � � � v assessor structures. 13D. R302.2.2 Parapets for townhouses. 13. DOUBLE TOP PLATES SPLICE 8-160 COMMON (24"MIN LAP SPICE EACH SIDE OF JOINT) FACE co 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 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL 04 1. The parapet shall extend throw hout with an automatic sprinkler system. N f coverin cam lied with a minimum Class C rating as tested in accordance with 9 r s rinkler s stems shall be designed and installed in accordance with Section P2904 or NEPA 13D. Section R403 Footings 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL Exce tion: A parapet is not required in the preceding two cases where the roo 9 P -eum Cl streated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fi e p Y o P oof deckin or sheathin is of noncombustible materials or approved fire r ASTM E 108 or UL X90 and the r g 9 b not less F401.4.1 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 END NAIL N e X sum board is installed directly beneath the roof decking or sheathing, supported y 9 P g clayey gravel with a presumptive design load bearing value of 2,000 PSE. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D C OMMON. each side of the wall or walls or one layer of 5/8 inch Typ 9YP 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 round floor atios of dwellin units where the FOUR SD COMMON. TOE NAIL nominal 2 inch 51 mm ledgers attached to the sides of the roof framing members, for a distance buildin is of T e V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any inorganic material ni fill. than ( ) 9 YP walls and any openings or p enetrations in the roof are not within 4 feet of the common walls. 0 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior P,402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 17. TOP PLATES,LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE A rfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch t onstructed of o en wood joist construction. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 80 COMMON. TO 3. A parapet is not rec,uired where roof su 1 balconies and decks that are c P J Z W 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 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL [_' rating. The wall shall be rated for exposure from both sides. Section R314 Smoke Alarms R302.2.4 Structural independene:e. Each individual tow nhouse shall be structurally independent. R 403,1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 0 R314.1 General. Smoke alarms shall comply with NEPA 72 and Section R314. rdance 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% 2g. 2X LEDGER THREE 16D COMMON AT EACH JOIST OFR RAFTER. FACE NAIL m Exceptions: 4.1,1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in acco ortiin exterior walls or common walls. R31 g R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing wa s, 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and -I ❑ 1. Foundations supp g 2034. isolated plain concrete footings supporting columns or pedestals are permitted. wall as rovided in Section R302.2, Item 1 or 2 win locations. sup cat interior Y 5. Townhouses se arated by a common p an a 1-hour ion. Smoke alarms shall be installed in the folio g P wall and floor assemblies having not less th R314.3 Locat from each other b 2 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with}� inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF su arts see note f Q i - Ilin s. Dwellin units in two-fartnily dwellings shall be separated Y anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 8D COMMON (SUBFLOOR) PP ( ) R302.3 Two family dwe g 9 1. In each sleeping room. L 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be � with ASTM E 119 or U e bedrooms. 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 an nce a ex where tested in accordance ire resists orate slee in area in the immediate vicinity of th f I oaf sheathin . 2. Outside each se p g than 3.5" from the end of each plate section. Plates shall be protected against decay and termites, a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and s ea ing Z ti ht a ainst the exterior wall, and wall assemblies shall extend from the foundation to the underside of the r 9 P located not more than 12 or less 9 9 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. ' tolled in the followin 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 diaimeter of 0.192 20d common nail , (� Exceptions: 4 � in s e ui ed throw hout with an automatic sprinkler system installed in accordance with NEPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be ins 9 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shanik diameters of 0.142" or less. � 1.A fire-resistance rating of X hour shall be permitted in build g q pp 9 a location required by Section R314.3. TABLE R404.1.2(1) L1J 13. uch assemblies be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. f. 4-foot-byes foot or 4 foot by a foot panels shall be applied vertically ' s are re uired to be fire-resistance rated by Section R302.3, the supporting construction of s 1. Ionization smoke alarms shall not Minimum Horizontal Reinforcement for Concrete Basement Walls f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end � �.' R302.3.1 Supporting construc{:ion. Where floor assemblie q walls and 4 in:hes on center to gable end wall framing. shall have an equal or greater fire-resistance rating. - osin device, Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed MAXIMUM UNSUPPORTED oOrs not less than 1 3 8 inches thick, or 20 minute fire-rated doors, equipped with a self cl g cooking Oppliance. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W 0 enin Protection. Honeycomb-core steel d / R302.5.1 P 9 II not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. wAll ( ❑) - osin device. 3. Photoelectric smoke alarms sha R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof ceiling assembly. x = habitable s ace: 45 min. fire rated with self cl g ora a into ividual dwellin unit in accordance with Section from P a minimum Iled within an ind 9 5 8 ONE No. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of tlwo floor plus roof/ceiling assembly. Exceptions: � � 9 9 he walls or ceilin s se orating the dwelling from the garage shall be constructed of 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be insta m h T- netration. IOucts in the arage and ducts penetrating t 9 P ' n of one alarm will activate all of the alarms in the individual dwelling unit. AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY R302.5.2 Duct Pe 9 or other a roved material and shall not have openings into the garage. R314.3, the alarm devices shall be connected in such a manner that the actuatio Where designed by in accordance with accepted engineering practice or where the ultimate design wined speed is less an or equa o p , No. 26 gage sheet steel pp e arated as re uired b Table R302.6. Openings in garage walls shall comply with Section R302.5. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 �2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when � m R302.6 Dwelling-garage firE separation. The garage shall be s p q Y >8 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY ent of sum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Section R315 Carbon Monoxide Alarms spaced e. 16 inches on center and 20 feet where spaced t 12 inches on den er. w perpe m 9YP wall. a alarms shall corn I with Section R315. dicular to the, adjacent dwelling unit R315.1 General, Carbon monoxid p Y R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing � � Q perpen 1 board ono osite wall side at habitable areas. nc with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need mot occur over studs. Plates shall be not less v 6 Gara a walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum PP R315.1.1 Listings. Carbon monoxide alarms shall be listed in accords e ❑ ❑ R302. 9 idth of th esus. •• cordance with UL 2034 and UL 217. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than thew _ 58 t e X sum board oil enin .2.2. Gara e c 9YP 1 and R315 AR .6 9 / YP Wall & Ceilin CtianS R315.2. EINFORCEMENT B R302 9 ter than 200. R30.9,2. 9 vided in accordance with Se MINIMUM VERTICAL R R602.6 Grilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R6012.6 1 . Notching & bore o e imi a ions or ' es shall have a flame s read classification of not grea Where re cared. Carbon monoxide alarms shall be pro ilex. R309.2.1: Wall re ceiling finish P R315.2 q me S read & Smoke Density In exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior none bearing walls & figure R602.6.1 top plate � „�� :ED qR R302.9 Fla P to ed index of not reater than 450. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following ConditlOnS eXISt. SIZE AND SPACING (INCHES) finishes shall have a smoke deve p 9 ' he followin locations: 'n unit contains a fuel fired appliance, framing to accommodate piping. 16 gage and 1,5 inch wide metal tie fastened across and to the pllate at each side of the notch with 8 tOd nails ��\ �O ERTc �'Sj \ R302.11 Fre blocking shall tie provided in wood-framed construction int g ws: 1. The dwells g MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) U ti � es of stud walls and artitions, including furred spaces and parallel rows of studs or staggered studs, as follo 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling Unit. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH Q �� .A 1. In concealed spec P 1.1 Vertically ai: the ceiling and floor levels. (FEET) (FES) Do not backfin with any soil containing silt or clay. WALL THICKNESS (INCHES) � � � ,�.�/�� � 1.2 Horizontal) at intervals not exceeding 10 feet. 915.2.3.1 One Family Dwellings. ��,'1 y ccur at soffits, dro ceilings and cove ceilings. 12 2. At interconnections between concealed vertical and horizontal spaces such as o P 815,2,3,1,1 Buildings constructed on or after January 1, 2008. B 10 om I with Section R302.7. NR NR 1 5 w he run. Enclosed s aces under stairs shall c p y 8 7 NR N to and bottom oft P ers at the 8 5 ® 41 between stair strip P \ � <,. �- 3. In concealed spaces 9 NR NR tiles and wires at ceilin and floor level, with an approved matenal to resist the free passage of flame and sa::�z/ 4. At openings around vents, pipes, ducts, ca 9 NR tion. The material filin this annular space shall not be required to meet the ASTM E 136 requirements. 10 9 s a 4t 5 ® 22 X238 �O� products of iambus i 9 915.2.3.1.1.1 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 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 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. NR denotes no reinforcing required. ` 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. aterials. Exce t as rovided in Section R302.1, Item 4, fireblocking shall consist of the following matenals. Locate vertical bars 1Y," clear from inside face of walls. The center of bars shall not vary from this by more thou � inch. R302.11.1 Flreblocking m P P 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 JOB BER 1. Two-inch nominal lumber. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 2. Two thicknesses of 1" nominal lumber with broken lap joints. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. 2 0 1 6 0 2 3 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. T T W One half inch i sum board. <.J NIT 2 'r SHEET NUMBER 5 1YP UNIT 1 6. One quarter inch cement based millboard. 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. Z MO DEL B- 15 MODEL B- 2) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN Imo- Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspoce 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 W ^Z ;__4, ULTIMATE DESIGN slab-on-grade floors shave anweather-resistant 9 to 9 nsus thermal hrigid, opaque thistant rotective coverin prevent the degradation of the ilation' thl P erformance. 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD E MINIMUM NAIL PANEL NAIL WIND SPEED V ult 9 P P 2 � o SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION 8. MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause U WOOD NOMINAL DANIEL STUD SPACING NI 101.14 (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: Z (INCHES) WIND EXPOSURE REFLECTIVE RED 6" DIA. O „�„J � SIZE PENETRATION `.STRUCTURAL THICKNESS EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) #187N � V d. °? B c D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z ^ 1 � U 1.75 24/16 7/76 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. O_ W L : m 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 to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL :D ate+ > � U P p f p pp C 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering u-FACTOR sHcc R-VALUE R-VALUE R-VALUE DEPTH WALL Section 0101 Scope 0 0 EFLECIIVE R-VALUE z RWHITE = N>- I practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M I_ (n MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 W -0 N y ( - R802.11 Rafter or truss uplift force. Z U m cv M N1102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Section overhang General Definitions L- X t� 'C M For rafters at 16"o/c in 1:i0mph wind speed. Roof pitch > 5/12 Exposure B ( ) 9 P q Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" 1/4" 0 Q w m e? 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 photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE _ � �' CD insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 1:1 U Uplift Force � 117 14,3 182 203 226 247 281 314 V Cl) ^ NI102.2.4 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-Read Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN W m Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. ( ) y 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 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF t/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHILE IN Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table 0103.3 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 (D and shall penetrate the wood not less than 5/8 inch. R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)1187. a Ceramic Tile, anent contact with the underside of the subFloor decking. 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 R702.4 N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain perm 9 a total floor area less than or equal to 2,000 square feet 185.8 m2 per dwelling shall have a solar-read zone area of not less than 150 square feet SECTION 1265.4.SIGN OR SYMBOL kers for wall the h tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, q q ( ) P 9 y q R702.4.2 Backer boards. Materials used as bac P THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED 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) (13.94m�). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive . ., and installed in accordance with the manufacturer's recommendations. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 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. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY TABLE R702.4.2 is insulated in accordance with Section N1102.1.2 and N1102.2.8. U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials 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 ti ht-fittin ( ) P 9 P 9 9 P 9 9 9 0103.5 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 1D THE ELECTRICAL BOX,THE SIGN OR SYMBIX.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 WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE SS MAT GYPSUM BACKING PANEL ASTM C 1178 0103.7 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 GLA ASTM C 1278 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. 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 O FIBER REINFORCED GYPSUM PANELS OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE NONASSESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C location or main circuit location. I- NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS 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 1605.3 OF THE INTERNATIONAL BUILDING CODE. Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet NOTE:_ 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. F_ Air Barrier and Insulation Installation is required for each cars ace in a arae Z SIZE Of STEEL ANGLE NO STORY ONE STORY Two STORIES q P garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 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) L3x3xt/4 6'-0' 4'-8" Y-o" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) O L4x3x1/4 B'-o' 5'-0" 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. D + S (EQUATION 16-10) 1.50,5x5/16 10'-0' e'-0" e'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + .6W (EQUATION 16-12) 0� GAPS IN THE AIR BARRIER SEALED. LBx3.5x1/414'-0' 9'-s' 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) ILL Ln BE SEALED. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF 0 m a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. veneer installation. Adhered mason 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 t THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED 01 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: - ❑ R703.12 Adhered masonry ry DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. BCLL=tOPSF, AND BCDL =RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER DESIGN LOADS: 10 PSF, PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. w 1. Minimum of 4 inches (102 mm) above the earth FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATIONrr , R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR L vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of t inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance wiah Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: FOLLOWING INFORMATION: ALLOWABLE TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703,14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(5) MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. feet (3048 mm) to a building on another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS ~-� RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2. LOCATION BEARING ALL JOINTS. O Exception: Walls perpendicular to the line used to determine the fire separation distance. 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 or finished ceiling attached to rafters UI consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abuttingthe 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 LNE LOAD OR SNOW LOAD. EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. ^ .. anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and ceilings W brittle finish L/360 4.3. BOTTOM CHORD WE LOAD. W ^ 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. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / / 4.4. BOTTOM CHORD DEAD LOAD, shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 in 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. 0 R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending ( ) - P / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. inch mortar or rout 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 tb I� veneer a minimum 1 1/2 inches, with not less than 5/8 g 9 9 L/1 80 6. EACH REACTION FORCE AND DIRECTION. feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes 7. JOINT CONNECTOR TYPE AND DESCRIP11ON (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ = Sd common nail. Airspace= Nominal 1 between sheathing & veneer. EAch tie shall support not more than 2.67 square not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling Covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. w O spaced of code per R301.2.2 lab 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 provisionsp ) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER, R703.8,5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall ors p pp Lintels supporting mason veneer L/600 > �r including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE P, SOIL: 2,o00PSF Per TABLE R401.4.1 PP 9 rY1 CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, ill ill SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. P4 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 B THE TRUSS MEMBERS. �L.� r of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � v Systems 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. Cn 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 controllingthe rima heatin or cooling stem of the dwelling unit shall be capable of controlling TABLE R301.2 2 WOOD FLOOR TRUSS SPECIFICATIONS: < primary 9 9 sY 9 P 9 ( � WOOD FLOOR TRUSSES SHALI_ BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE R802.3 Framingdetails. Rafters shall be framed not more than 1 M inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures Cn Z U with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z At valleys and hips there Shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall 130 MPH ULTIMATE 140 MPH ULTIMATE � D + L (EQUATION 16-9) W that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O accepted engineering practices. TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 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 R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated 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. timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are 50 S.F. +16.3 -20.0 +19.0 -23.0 Exception: Ducts or portions thereof located completely inside the building thermal envelope. I 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". specifically considered. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid 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) of the New York City Constructions Codes, as applicable. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying y e 9 9 9 9 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'-O" and doubled over 4'-O" 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 B ALL JO 3. REQUIRED B 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BEARING WIDTHS. joist spans of 6'-0" and greater. 4.1. TOP CHORD WE LOAD OR 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 WE LOAD. � N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55T (1SC) shall A B B R EV I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD, w N be insulated to a minimum of R-3.N1103.7 R403,7 Equipment sizin and efficient rating Mandato Heating and cooling equipment shall be sized in 4.5. JUSTMECONCENTRATED LOADS AND THEIR POINTS CT R DESIGN V ~¢ N N N 0 M CO N - ( ) g y g ( ry), g g5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o "- N N M M c° low of air. Not less than a 1 inch space shall accordance with ACCO Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCO Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free f P D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY be provided 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 P N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical DAL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED LOCATED SIZE, SRELATIVE IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ( ) (Mandatory) g p q ADJ. ADJACENT/ADJUSTABLE RNG RANGE Code as amended), the 2015 International Residential Code as amended), or the New York Ci Construction Codes, as applicable, or with other approved E. EACH LVR. LOUVER B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access ( ) ( ) City PP PP A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT R.O. ROUGH OPENING 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilations stem is not operating. ELEC. ELECTRICAL L.T. LAUNDRY TUB 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 9 tY P YALCM. ALUMINUM R RISER 10. DEFLECTION RATIO FOR SNE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8ms). The vertical height shall be measured from the top of the ceiling .< ANCHOR ELEV. ELEVATION MAS. MASONRY 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 MAX. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. z CO ARCH. ARCHITECTURAL MAX. MAXIMUM S.C. SCHEMA 2 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 EQUIP EQUIPMENT SCHEM. SCHEMATIC . Z a MOO MEDIUM DENSITY OVERLAY DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLl00R-CEILING ASSEMBLY, DRAFTSTOPS SHAM BE The rough-framed openirnT shall be not less than 22 inches by 30 inches (559 mm by 76 ) �` _ f the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low ® AT EXP. EXPANSION MECH. SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. Z rn rn N a accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high efficacy lamps or not less than 75 percent o p y g 9 Y 9 Y P MECHANICAL 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 SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CBUNG MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN BOOR-CEILING ASSEMBLIES UNDER THE O O O O O Z w access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BUG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: - - _ rn cn rn Q u2 S2 S N located in attics. Section M1305 Appliance Access BM BEAM M.O. MASONRY OPENING S.S. STAINLESS STEEL 1 w w Lu �ii w a N MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. 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 STRUCT. STRUCTURAL Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BL<G. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSP. SUSPENSION 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) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: 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 SOD SLIDING GLASS DOOR Q 1 with U 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 METAIL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofing required by this section to be listed shall be tested in accordance wt L O.C. ON CENTER I installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured q CENTER LINE F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENIGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules ins 9 OPER. OPERATOR 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.U.U. CONCRETE MASONRY UNIT FRM FRAME T & G TONGUE AND GROVE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAIMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. jurisdictions designated by low 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 e uired to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. CCL. COLUMN OPT. OPTIONAL TFVy TOP OF FOUNDATION WALL +< TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONIRACTfOR IS RESPONSIBLE FOR THE MEANS AND FTG FOOLING O.S.B. ORIENTED STRAND BOARD Typ TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE F- R 903.2.1 Exposed wall flashing r q nufacturees specifications, to maintain product warranty. Ca 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 CCNC. CONCRETE GA. P p p y pry ry 9 CCND. CONDITION GAUGE OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR W R 905.1.2 An ice barrier/ water shield shall be installed per ma , typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED YP PPY labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. CGNT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 v Ice protection m uirements per table R3101.2 1 . Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less PY CCNST. CONSTRUCTION G.C. GENERAL CONTRACTOR 1/S ONE SHELF TRPL TRIPLE • TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL 0- c9 higher. p q P ( ) M 1506 Exhaust openings: A minimum clearance of S-O" is required between air exhaust terminations and openings into the building. GEN. GENERAL than 4:12, entire roof 'to receive ice & water shield. CT33K. COUNTERSUNK GYP PC POURED CONCRETE THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE: THAT ADEQUATE TEMPORARY BRACING HAS O m R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. C.O. CASED OPENING GYPSUM U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W w G.L. GLUE LAM PBD. PARTICLE BOARD slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER PL. PLATE VERT. > Y C.T. CERAMIC TILE VERTICAL W I- 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. HOT. HEIGHT PNL. PANEL VERIFY IN FIELD W w t- R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CIL. CEILING HDWR. HARDWARE V.I.F. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: Z a HORZ. PWD. PLYWOOD WASHER U � 8 inch diameter 9.5 mm head complyingwith ASTM F 1667, of a length to 02415.7.1 404.7.1 Pi in throw h bored holes or notches. Where i in is installed throw h holes or notches in framin members and the i in is located less than C.U. CROWN MOULD HORIZONTAL, W 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z gage [0.105 inch (3 mm)] shank with a minimum 3/ ( ) � ( ) Piping 9 P P 9 9 9 P P 9 PF. PREFABRICATED WITH e' roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is 1 % inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected b shield plates C.R. CHAIR RAIL HR.WD. HARDWOOD W/ (� PR. PAIR WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. penetrate through the g ( ) P P P y P HR. HOUR WD. � 4 less than % inch 151.1 mm thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 WSRC. ( ) 4. All general notes unless otherwise noted on plans or product specifications. W 9 ° 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/0 WALKOUT 9 P P P p W � 9 9 9 DBL. below the to framing DOUBLE I applicable state & local codes ordinances and regulations if any.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) b p g PSF POUNDS PER SQ.FT. VVNpyy WINDOW 5. AI app c g y DIA. DIAMETER I.D. INSIDE DIAMETER p T. PRESSURE TREATED 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. INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturers specifications and / or ❑ the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is 02415.7.3 404.7.3 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 ( ) p p g ( ) ( g g ) QUAD. QUADRUPLE recommendations. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be ,71 Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches 305 mm horizontal of ON DOWN = P 02426.7.1 (502 . ) D 9 App9 ( } horizontally DP,. DOOR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any � provided in accordance with Section R703.7.2.2. the vent terminal. Door stops s or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. � � 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 P Dill DISH WASHER RMS. ROOMS 0 02427.8 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 DWG. WIN JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. H r overlapped not less 'than 2 inches (51 mm). Drip edges shall extend not less than % inch (6.4 mm) below the roof sheathing 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 DRAWING KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the jab unless otherwise noted or shown. _ z and extend up back onto the roof deck net less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a dliscrepancy exists, the contractor shall EDLii 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 any air opening promptly report it to the architect for proper adjustment before proceeding with the work. �E qRe qa over the drip edge thong 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 shlall be of the same character as for similar I p�ER � � 0 termination clearance. GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. �� . .;,\SL r,.... .:?, ��.............. R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manwfacturer's and supplier's recommended �" � ", -Z �a . and 4 of this code. the building. installation procedures. ©- . . `, ,�• , R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less # STRUCTURAL CALC. REFERENCE 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 s 'e �` I than 3 feet above the highest point where the chimney passes through the roof. Section 02439 (614 Clothes Dryer Exhaust XX including weatherazation, water proofing and framing with respect to the construction documents. -�I 9 ) 9 P 9 9 P 02439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Der exhaust systems shall be independent of all DETAIL REFERENCE Dryer Y P XX c.) PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("'REGULATIONS"), 8 NYCRR 69,5, ENTITLED a.,.�_ T 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: IT IS A . ) 11 Ip 4-- 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) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND) ITEM IN ANY WAY. built fireplaces shall be tested in accordance with UL 127. �(� R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. O DOOR / HARDWARE TYPE F N E system has been specifically tested, listed and labeled for such use in accordance with UL 127. XX XX R 1006.1 Factory built or masonry fireplaces shall be equipped 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 sc that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed ❑ 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 XX XX <#}= PARTITION TYPE Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ JOB NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 ms) throughout 1 . the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 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 a: thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT WUNIT I 2 Q r_,'" 2 SHEET NUMBER (MODEL B- 1 5 ) (MODEL B- 2 ) z W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, W ^ , CONNECT KING STUDS TO TOP PLATE Z C) ATTACH TO EACH PAIR ROOF FRAMING WAP OVER TOP/4X22 6A.67ALV.COIL 5TRAP OF TOP PLATE AND MAIL W 66-W X 24"MN 2x4 OR 2xb E ATTACH TO EAG11 PAIR ���RAFTi3z5 CRIPPLE STUDS $ 2x A00 LEDGER W/2-3/8"x5" LAG DBL TOP PLATE Ib'O.G. U ai OF OPPp5HE;RAFTERS _ _ ROOF WAFTER, BOLTS a Ib"OG INTO STUDS 0 .}� 4 `�PLAN PLAN 51MP50N STRONG-TIE 2X BLOCKINGI I a Q A35 a EVERY RR AT 2 END BAYS 2X4 STUD WALL OR ~- ZC7A5LE END `�/ i • CEILING J015T OR W/STRONG5q�S ° v `,'ffa`'"pl'I STRONG 51YP��ON 5TNR" o - - 51MP50N STRONG-TIE TRL55 BOTTOM CHORD U -6- a> TE tits TE hb 51MP5ON H2 CONNECTOR 0 EA. ~ `I" d � u) rZ SIMPSON STRONG-TIE H2 W NAILS RVM STRAPS OWL QE ATTACM TO EACH PAIR OF MP05M RAFTERS. ALTERNATE TO R106E STRAP: H3 a EVERY RR RAFTER TO STUD AND KIN65 Q � (D n'N NP. 8d NAILS TYP. PCEPTION:FW STRAPS ARE NOT RE9W WREN COLLAR TE5 OF PROVIDE 2X4 COLLAR TIE AT UPPER THIRD OF THE ATTIC SPACE (WHEN ALIGNED) I I NWNAL L>rL OR 2X4 UMn ARE L06ATEP N THE IkPER THIRD cF THE ( F_ N} FOR USE WHEN 5M25 AND L15E IN COMINA11ON ONLY WHEN 5TUD5 AND ATTIC SPACE MD ATTA(CIII TO FACT PAIR 0 RAFTERS W/4-Wd NU LS W/4-I0d AT EACH RAFTER) CS-22 STRAP E 5 ALIGN RAFTERS DO NOT ALIGN EACH STUD,SEE � APER co „L_ CX� Z - L51126 FOR 2xb DETAIL 4 Z U X `� co,*)) L5U28 FOR 2x8,2x10,OR 2x12 "�-' Q W o 4 N FRAMED OPENI G = n 00 QR WINN141^1 OR ❑ (� cO SIMP50N 5TRONG-TIE 5TW5® Ib"O.G. EX WOR DOOR -RID C E STRAP DETAIL / -R i DC E STRAP DETAIL 2x4 OR 2xb CATH.GL65 WITHOUT COLLAR TIES) (WITH OR WITHOUT COLLAR TIES) LU28 a EVERY GJ NO SPEGIO FT ' (FOR / PV RAFTER 130LTGa Ib�"D�INTO STUDS IN LAG " GONNEGTORS REQ a �, N.TS. LOCATE AT E1/gRY`RAFTER / N.TS. LOCATE AT EVERY STRAPPING 70 BE I-I/4 X 22 6A. IN THIS AREA A- 9h1P50N STRONG -- - - TE LT5 TE tib / GARY.,SEE DETAIL 4/DI.ALL STRAPPING - - - _Tr LN1 5T1RON6 ' Mq F AppLEp / GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. -TE HV OR 11105 OvER I%2"a mN6 15 115 . / 1 ����SIMP501 5171W PORCH -ROOF DETAIL AT ATTIC � Z / STRAPP I NC DETAIL FOR USE"a STUDS AMD 05E IN COMBINATION ONLY WMEN STUDS AND � 5 ALIGN 'RAFTERS DO NOT AL16N I N.TS. I ( N.TS. STRAPPING TO RL>N ONTO RIM JOIST,SEE*AfTER DETAIL q/DI(ONE 5TORY)OR ONTO 5'TLV AT WALL BELOW(TWO 5TORY) \ • CK ROOF RAFTER HURRIGANE TIES - • ° • • •. QN.4. LOCATED AT EVERY ROOF RAFTER ` ATTIG G •° z O \ ST�APP I N� DETAIL � • 5 PST I2 FOR FRAME GONNEGTI ONS o ' USE E ZC'?5-4 AT EPOS DI N,T5. II-_ m / ° PRE-$ENT 2ND FLOOR Z / STRAP OR 4x 1x PROVIDE 3"X3i((6"X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-Abd FAGS NAILS FROM / �C,}gp3 5EGURED BY WOOD 5ILL PLATES. KING STUD INTO HEADER ❑ / GOLUMN P05T TOP ANCHOR START F THREADED ROD W55 AN ER PLATE.5 MAY BE U5ED IN LIEU OF w LOCATE AT EVERY GOL.UMW 64RVER C'ONNEC'TION H/2"IP(TRAM PROVIDE 3"AT CO 6'RS AN STEEL PLATE W/ EN)R3Jbm LJCK' n"MINA ��STIP b-8D NAILS AT CORNERS AND INTERSEGTIN6 MALS WAL.15. 5'X12'XD56'6ALV.STEEL PLATE IN i-J (4),AIS MR IN /i i - 12-W NAILS AT AT BUTT JOINTS IN STRA16HT -- 51MP50N L5TAI2 STRAP W/ 11"LENSm(TYP) --►d0 NALS WALLS WHERE THERE 5IN611 PLATE OR HEADER 5-IOD NAILS EACH END AT CLEAR SPAN � 2X6 KIN6 STUDS N.ONJ: EACH JAGK 57W LEN6m l J 24'MINIMIM LAP SPLICE ONE AT SPANS IF TO 6 FEET O TWO FOR 5PAN5 6 TO 12 FEET NAILS „ " THREE FOR SPAN5 12 TO 16 FEET 2X6 JACK STUDS NA.N): 2�/g• 5/8� A301 ROD THREADED b BOTH ENDS. � PROVDE MM.EN7 BOTTOM PRE#NT 3/4"AND In ROD AT 51MP50N STEEL STRONG WALL,5EE PLANS 12-IbD MIN NAILS ONE A7 SPANS<61 n I � T � PISTANCE 6F 7/8" tTD LENbm NAILS LU ^ F°'�y I�� FLOOR AT ALL SPLICES TWO AT SPANS FROM b'TO 12' I- p"MIN. SIMPSON POST BASE c l " 3 " THREE N 5PAN5>12 SIMPSON OR AST B SEE PLAN 2 X/e X3 WASHER PL W/NUT EACH 51DE UNLESS NOTED OTHERWISE ON PLAN Q (4)NAL5 MR N C'5 22 GOAL STRAP j UPPER STORY SHEAR 4° V� L. r LITIOTH M.) WALL TO 61RDER EXTERIOR WALL ❑ w O ALTERNATE A4NGHOR BOLT DETAIL F=LOOR TO FLOOR TIES 1 l � BELOW GONNEGTION FOR 5ET BAGK WALLS HDU HOLD-DOWNS AND STZONC WALL DOUBLE TOP WDLL PLATE 5PLIGE DETAIL HEADER GONNEGTION TN.TLeOGATED AT EVERY STUD \ In'N HOOKED ANGFIOR BOLT W/1'.S. I \ FOUNDATION MINIMUM 5'MINIMUM OR EXPANSION @=N.TT= BOLT W/5'MINIMRI SENTN.TS. NOTE: \ COI.,STWPS lJ•DBR 60THN6 MW-6d C61�IGN(011 x IV LONE)100 CM STRAPS OVT3R 51EATHIN6 PWTE:10d CDMMOtN(01M x 3'IIJNC)NAILS. Q `\ COLUMN POST BOTTOM ANCHOR ALLOWABLE HOLES - F I 6 U N.T.S. LOCATE AT EVERY GOLUMW 6fRD1=R GONNEGTION RAFTEit ANGt10� 8D NAIL 0 b'0/6 AT ALL PANEL ED6E5 " F- ry"T VAM Jac IGD NAIL® 24 0/C' \ F1+m N NALS TGE N�ID 160 NAIL 0 24"0/C' " LVL Headers and Beams LLI Z As�wrcM. HIP RAFTER, rr N 056 06R PLYWOOD Microllame LVL W� 51MP50N HGP HIP `-�PLAN INTERIOR 1.3E TimberStrand® and (4),ALS MIN N CORNER TIE 2�x diameter of the NOTE:WNEf�E 24'WIDE MINIMUM FULL HEI6Hi I LSL hole zone Parallam®PSL Y depth U WALL RETURN 15 PROVIDED AT ENDS OF U'•LBJ6m hole zo largest hole(minimum) 0 BRACED WALL LIME THE 800 HOLDOW MAY I Q BE ELIMINATED. PROVIDE TWO(ONS AT EACH 13/4'MINI f2"Uwii(MM) SD NAIL ANE 0/C' - _ _ t - tj _ SIDE)GS-22 STRAPS PER DETAIL 4 IN LIEU OF I SIMPSON BP WASHER ```\J c o AT ALL PANEL EDGES INTERIOR d - - L5TA36 STRAPS 5HOWN IN THE DETAIL. NAIL SHEATHING TO I SILL PLATE W 8d 2X AGO SILL PLATE. DOUBLE EXTERIOR GYPSUM BOARD o - - - - NAILS o 4"O/G SILL AT FULL BASEMENTS J 7'MINIhI1M 5/8 DIA.STEEL ANCHOR - _ - - - HMicrollam® LVL and BOLTS MAX Z-V OL Ix 10 nAT VN1tY 8D NAIL® 12"D/G AT ALL Parallam®PSL EMBEDMENT EXTEND BOLTS MIN.T'INTO 05-22 COIL STRAP TO RN9R MEMBER5 NOT AT PANEL EDGES allowed hole zone FDA.WITH TT6HiENED NUT 4 middle Y3 span TX 3'WA5FER TO EACH BOLT. (2)2 x 6 AGQ SIMPSON LTP4 RATE NAILED TO 5AP5GN Got.SfrtAP 15/32"055 OR PROVIDE TERMITE SHIELD SILL IN51DE CORNER O11751DE CORNER 4 GONTIN OUS BAR `SILL SATE RIM MD 61L PLATE 0 16"0/G AT M KN'U MM PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d LOCATED r TO b' PLAN VIEW PLAN VIEW General Notes to N LSTA36 W/10 IOd NAILS FROM TOP OF WALT_ SEAL AND MAINTAIN 8'MIN. VNIEY.WCC WB?'WLTS Lu Lu N N N M t` N :Cj INTO STUD ABOVE AND FROM WD TO FNISFED GRADE NAL A5 PER TADIP 5�D w><c►A M o r m Toll=BEL. 2(2 EACH CORNER) SEE FOUNDATION PLAN NOTE: 25' EXTERIOR I HALL L TOP y N N M M co Tall=2,8804 COIL STRAPS SHEA SHFAPNOG PROVIDE:8d COMMON(03' x W)LONG)NAILS.COIL EX f�"1�� / ITS L �D /1i� C� i� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniforms loaded STRAPS OVER SFEATHIN6 PROVIDE:IOd COMMON(0.131 x 3'lANl6)NAILS. lL� L I v r 1- EXTERIOR OIC GoRNEIt LAY-OSIER OR F=ALSE VALLEY PLATE HIP GONNEGTION DEPTH HOLE SIZE headers and beams only. NER GONNEGTORS T,rPIGAL ANGHOR BOLT STUD TO RIM JOIST TO SILL PLATE 5T-RAPPING DETAIL WALL I'RAMINC 4�" • Noholesiund Canty 5%" 1%a" • No holes in cantilevers. nd STOR'r GOR I�1 µ7g 18 22 7Y4"to 20" 2" • No holes in headers or beams in plank orientation. 9N. . . .TS. LOCATED AT EVERY CORNER N.TS. �An�ONA5 NOTED N.T.S. LOCATE AT EVERY STUD N.TS. N.T.S. See illustration for Allowed Hole Zone DO NOT Cut,notch Or drill holes in headers except as Z cn indicated in illustrations Z and tables. U a 0- LINES IN FAUN DiREGTTON of A BUILDING. BWL'S SHALL NOT BE SPAGE7 pRCiD®sTtzAP MD WALL SfgAAT}11N6 fl N N a OF TWO BRAC®WALL L �) ALL T1 o O O Q o O a w A MINIMUM I MORE THAN 60 FT APART. WALL5 WITHIN A BK_SHALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A BW-. BW-LOCATIONS AA62E NOTE. TO TOP or PONY w&L f usw---��I I NOTE: TO TCP Or PONY WN L F I1t'}�-�� ,, Q _j INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I I W m m U 5hP50N afTIZ NADOWN AT C'5-W`'P DRACEIP A BRACED WALL PANEL(13HP)SHALL BE61H WTHIN 10 FEET of EACH END OF A BW.. THE DISTANCE BEiWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ®I Wu END PML5(TYPE A)IDU AS REffO EVGM OF BWP'S 5HALL NOT BE 6REATIER THAN 20 FEET. THLRE SHALL 13E A MINIMUM OF TWO BW ON EACH BWL EXCEPT AT AT DW(V WAIL PETAL5 G AN)A WALLS<16 FEET LONG MAY HAVE ONE 46'OR LONGER BW'. BWP'S ARE TYPICALLY C5-WSP SHEATHED BRACED WALL PANELS 0 (TYPE A)OR GYPSUM BOARD 65(TYPE 5). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE $HP TYPES A 3 I/2'WIDE LVU HEADER(Sly PLANA N ® tY•IOD NAILS AT DT71Z CONTINUOUS Ti0 oUT51DE OF PANEL _ AND B Do NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. 4a BHP TYPES ARE INDICATED ON FLOOR PLANS. r ^ ® 3/8'4P THREADED ROD 'Z v J ® C'5-W5P CONTINUOUSLY SHEATHED BRACED HALL PANELS(TYPE A)SHALL MEET Z z CIONTINUO16 IIV4"MIN DEEP HEADER TO CONTINUOUS 1144 MIN DEEP HEADER TO NOTE:HERE 24'WIDE MINIMUM PULL HE16HT THE MINIMUM LENSOF TABLE RG02.10'S. NAIL 7(e MINIMUM WALL OVT51DE KING STUD(SEE FLAW OUTSIDE KING STUD(SEE PLAN) Q pmm-MW ` WALL RETURN 15 PROVIDED AT EN05 OF SHFATHIN6 NTH 8d NAILS o 6.O/G(EDGES)AND 12'0/0(FMD)AND PR )AVE 2X GS WSP BRACED WALL LINE THE 800# BWGKIN6 AT ALL UNSUPPORI®PANEL EU6ES PROVIDE 600 POUND HOLDOVN FASTEN�'SHEATHING TO HEADER NU fA5Tt3J�'SFEAIHIN6 TO HEADER W/ T Z HOLDol N MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACHY WALL LINES THAT DO Nor HAVE 8D NAILS 0 3'O/G IN EACH DIRECTION 8D NAILS o 4 ST A EACH DIRECTION W EITHER A 24'MINIMUM FULL HE16W WALL RETURN OR A 48'MINIMUM BWP. SIMPSON LSTA24 STRAP ON BOTH SIDES AND � 5IMP50N L5TA24 STRAP IN UNSNEATN� � TRIM TOP OF PANEL AS REQ D I U EACH OF HEADER TO JACK STUD W/16-IOD NAILS FACE W/Ib-IOD NAILS T o co TABLE 8602.105 MINIMUM LENGTH REQUIREMENT5 OF G5-N5P z z 6 U4'SD5 5GRE 5 O W 0 GONTImoUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER WV 2 F- FASTEN TOP PLATE TO HEADER W/2 t- '--1 W ROWS OF Ibd NAILS o 3'0/c z ROTS OF Abd NAILS 0 3b/G z WALL MIN PANEL BOTH SIDES(4 STRAPS RPANELL)) LLY' U ILLI WALL AJAGENT CLEAR MINIMUM LENGTH OF s HEIGHT(FT) WIDTH"L" W W \ fE16HT(FT) OPNG HE16H7 BRACED WALL PANEL PANE-SHALL NAVE A LENGTH 1'OF NOT PANEL SHALL HAVE A LEN5TH'L'OF NOT -5IMP50N CNH COUPLER NIT' (b4' 24' LESS THAN 16'FOR 8 FT WALL,18'FOR q LE55 THAN Ib'FOR ONE STORY AND 24'FOR 6 28+ Q U 8 �" O SOY 32' FT WALL,AND 20'FORA 10 FT WALL SEE FIRST�PLAN FOR TWO 57�APPLICATION. 10 34' PANEL,VERIFY P 1ANB 5 PLUM51,1513 SIRON644ALL B Z PLAN foR ACTUAL LENGTH (b4' 21' GYPSUM BOARD "65"BRACED WALL PANELS(TYPE B)SHALL BE - II 38' 3/8'm ANCHOR BOLT OR q 64"TO 80' 30" 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE - 12 42' NOTE:DETAIL APPLIED TO '8(702.105. 5EC.UREX�'6YPSl1M BOARD NTH bd COOLER NAILS, I- (2)JACK STUD5 MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER W P1 u ADHESIVE ANCHOR 60"TO qb' 41" W Q I� b4l • Agl5'X IV 6YP5UM BD NAILS,OR DW X I%'AMS WN6ED p 1 p 64'TO 80' 30 NAILS O 7'O/C(ED6E5)AND'1'O/G(FIELD). BLOCKING 15 NOT O - ❑ + 30 80"TO qb" 36' 'REQUIRED AT UNSUPPORTED PANEL EDSM WHEN PANELS ARE BLOCKING AT PANEL EDGES BLOCKING AT PANEL IEDBE5 t_V • INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL *Partial credit for panels 36'to 48"wide per R602.105.2 HEI6HT BLACIGIN6 DfREGTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOGKIN6 AT PANEL ED6E5 "L° EQUAL TO Iii TYPIGAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN Tnb'SNEATHINGTOEACH SW FAS154IAVSHEATHI%TOEACHSTw TwoKIN65,UD5 Or > 12" H C�7 GYPSUM BOARD "GB" -TYPE B AND SILL W/8D COMMON RAILS I8 3'0/C' AND SILL W/W COMMON NAILS o 3"016 0 FRAMED ELO1�R A STUCTURAL PANEL "CSMSP" -TYPE A R fASNDIILLW8ATAILS o STUD C� NOT TO SCALE PER FIGURE 8602.10.5 `� NOT TO SCALE PER FIGURE 8602.10.5 AND SILL W/8d NAILS o 4'o/G W 51MPSON HDU2 HOEDOWN VU 61/4' Z U PORTAL DETAIL A'ONLY APPLIES SIMPSON RDUS HOLDOIfd W/14 I/4'SD5 Q N.TS. TO 2 FT TO 16 FT WIDE OPENINC6. SCR55 IN DOUBLE END STUD W5 SGREN5 IF NO FLOOR ABOVE' TABLE 602.103(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.103(2)WIND ADJJSTMENT TO HDU4 HOLD"F II W/10-1/4W5 11 ABWE. WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,11 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPANSION PANJFI TO SIT DIRECTLY ON TOP OF SGREMS E Fl OOR ABODE. CONCRETE FOUNIVATiON WALL W \ GRED .RC. .... . fYt'x�ON DTTR tiCtA"AT CS-W5P DRAGEP ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2'X2'X3(�'PL WASHER y I/2'�ANCHOR OR EXPAN510H BOLT CO ()BER7- 7" 7-C 'y 5 WALL HEIGHTS,AND,2 BRACED WALL LINES OVER 2-I/2'm ANCHOR OR EXPAN510N BOLT WALL ETD PANELS (TYFT:Al IDU AS RF1jMW DONT BASED ON SUPPORTIN6 FACTOR M4 BAR CONT IN TOP OF CONCRETE CONCRETE s4 BAR CONT IN TOP OF CONCRETE #3 TIE 4ti fi`;n •" �L ®II AT tWIP WALL PETALS G AND P. FOUNDATION STORY BWL SPACING METHOD 6B FOUNDATION - 4 SHEATHING EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION S IOD,AIS AT PT11Z EXPOSURE CATEGORY ONE STORY D 15 >4 BAR GOVT IN TOP AND BOTTOM71 ® TOP 10 25 5S EXPOSURE CATEGORY TWO STORY G 1.3 PAB5-18 ANCHOR BOLT OR V THREADED OF CONCRETE FOUNDATION 51MP50N 587/8X24 OR PABT-IS ANCHOR (}'' EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL 91EA11116 OVER RIM J015T ROD W/WASHER PLATE,5ff DETAIL 15A71 BOLT OR Ye"THREADED ROD, TOP 20' 5.0 10.0 PABS-18 ANCHOR BOLT OR 3c'THREADED SEE DETAIL 15/DI OVER ROD W/WA5HE R PLATE,SEE DETAIL 15/DI ® TOP 30' 1.0' 14.5' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANT.E06E FRAMED WALL PORTAL DETAIL'B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. 2 ROOF SAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENSTH OF 48'TOWARDS R602.10.3(I)MINIMUM LEN6TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL_HAS SIMPSON STRON644ALL REQUIRES ENGINEERED DESIGN TO O¢ TOP 40' q.0' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED HALL PANELS AT BRACED WALL LINES. WALL.TO BE CONTRIBUTING LENGTH OF 46"TOWARD5 R602.10.9(U MINIMRM LENGTH TO DETEF MNE PANEL 517E AND ANCHOR BOLTS FOR ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 0587 ON FIRST R.00R AP CA"ONLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRAGH�WALL LINES. ACTUAL HORIZONTAL DE516N WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP JOB NUMBER TOP bO' 13.0' 215' WALL HEIGHT ANY STORY 5 FT o.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/8"A ANCHOR BOLT OR WALL DIGHT ANY STORY q FT OAA DE�'L TYPE F 2016023 ADHESI ANCHOR BOTTOM of 2 10 5.0 105 wALt_HEIGHT ANY STORY 11 FT IDS C FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E • p°o': °a' a' BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT L•1 NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 E NOT TO SCALE PER FIGURE R602.10.6.1 NOTLE PER ENGINEERED METHOD W WIRER OF EHL.PER PLAN DIRE(TION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 215' ,UNSER OF BH_PER PLAN DIRECTION AT STORY 4 1.45 SHEET NUMBER Q 4% 2 BOTTOM OF 2 40' 11.0' 36.0' Nih�OF%C PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP 50 FINISH OMITED FROM INSIDE FACE OF BW 1.4 (_2_ BRACED WALL PANEL DETAILSz _ HOLDONN DETAIL AT SLAB BOTTOM OF 2 50' 21D' 44.0' APPLIES TO METHOD C5-H5P ONLY UNIT 1 (MODEL B- 15 ) UNIT 2 (MODEL B- 2 ) GYP 50 FASTENING ANY STORY 4"0/G 0.7 p_i NOT TO SCALE (D20 NTS. BOTTOM OF 2 b0 25.0 525 APPLIES TO METHOD 65 ONLY Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA H W INDIGATE5 LOCATION A Z C ' 10 0 HIP WIDTH OF FIRE RATED ROOF b B2-5 -70 WALL SHEATHING,4-O FROM CENTER OF 4'-0" 4'-0" U � RIVOE5 TO ALIGN FIREWALL-EACH SIDE (NO VENTING) (NO VENTING) O p V � RIDGE VENT I RIDGE VENT O a) ` L : _ �� V 'CNS �N1' 6"AZEK TRIM BOARD I"x 8"AZEK RAKE C/) aNi Z Z V a �° rn I"x 3" AZEK TRIM J O L- x c) 6UTTER5 4 LEADERS {� GUTTERS d LEADERS SHALL BE BAKED 12 HARDIPLANK HO U o .0 GUTTERS d LEADERS = r N oC°o WHITE ALUMINUM .032"MIN.GAUGE,6UTTER5 Cl r— CLAP 51DIN6 ./// 12 a 12 ALL 61JfTE125 d LEADERS SHALL BE BAKED ❑ 5HALL BE 5'5EAMLE55,0.6.5TYLE W/ALL U M ^_ q WHITE ALUMINUM .032"MIN.GAUGE,C�5 c) RELATED d REQUIRED AGCE55ORIE5. LEADER5 WINDOW SHALL BE MIN.2'x3',.027'6A -7E W/CLIP5 d 12 SHALL BE 5 SEAMLESS,0.6.5TYLE W/ALL CAULK b SEAL ALL JOINTS. PITCH +/- II 6"HIGH BLIND RELATED d REQUIRED ACCESSORIES. LEADERS _ ANCHORS FLASHING a SHALL BE MIN.2"x3",.027"GAUGE W/CLIPS d GUTTER5 MIN. 1/&"/FT.PROVIDE P.V.G. RECEPTORS 8"ABOVE GRADE TO RECEIVE 12 12 ANTHERS. CAULK SEAL ALL JOINTS. TG LEADERS(CLOSED GAP DESIGN). GUf1ER5 MIN. US"/FT.PROVIDE P.V.G. +/- II +/- II 2446 �- RECEPTORS 8"ABOVE GRADE TO RECEIVE 12 12 80:2'-4' LEADERS(CLOSED GAP DESIGW. I"AZEK SHEETING J. X 4'-6" a \ 12 - a v Z " 2 \\ O $ 6 HIGH BLIND AZEK Q w \ 1- _ U — FLASHING — — — — _ — — — — — _ IEZE BD. - ' 2-1.1 \ 1x8 FASCIA BD. w s ASGIA BD44 . \ _ H DINING AREA _ _ Q — — - - BREAKFAS z PLATE HT. I._0.. 6 b a? / / - - PLATE HT. O OH. I OHI0E} i Ix8 2-O 12'+0" CLOSET_ I, OH / OR 2 1 O , ^ PLATE HT. u J I I i I: 12 LINE OF ROOF $ i i / I 1'' 1- TRUSS BEYOND � l i I� I iFRIEZE BD. O m I I = Z 7 g $ s i I UU J _.I II_ U / L _Ii-Jl�� _ll—L _Il U --- i' /vv � I � 1 1 LINE OF DINING ROOM � ❑ (3) 2x8 P.T. 61RDER 4 10"AZEK BEYOND = FRIEZE BD. i i 4 N _ $ i I WALL BEYOND o II — 1I ixl2 AZEK Ix8 FA5GIA BOARD TRIM I I / _ 1 1 � � _ oe i li-----COLUMN® COVERED COLUMN® GO PORCH BEYOND PORCH BEYOND I = i i ' / j FN. - 01 - - - - -- � - - FIN. I EILVF+� O 51MP50N LU52b-3 FACE FIN.15T FLOOR 1 I _ - - / _ _ _ _ - - MOUNT HANGER ELEV.+0'-0" LL W - 7 (3) 2x12 P.T.GIRDER BEYOND - - I - I - I - I - - - I I7N - �L I I"X6" AZEK I EXTERIOR WALL I I � HATCHED AREA 4" TRIM I TRIM BOARD I -TYVEKHARDIPLANKE SHINGLE SIDING I I p SOFFIT i ALL SIDES I -TYVEK OR EQUAL I I OD - - - - - - - - -t In- Ix AZEK TRIM BOARD OVER I INDICATE5 LOCATION ALL 51DE5 i -1/16"05B 5HEATHIN6 1'-0; GIRDERS (TYPa I I I I I I OWALL 5HEA N6,4'-O"F FIRE RATED ROOF � I I -2x6 WOOD 5TUD5® Ib"O.G. I I ❑ — _ - - - 111111111 OH. I I I I O 51MP50N BG52-3/b P05T I I I I I I -b"R-Iq BATTS I I o o II I FROM CENTER OF GAP ANCHOR I I I I I FIREWALL-EACH SIDE ' ' 10" 5QUARE HBs6 PERMA CA5T I I U 1 L J COLUMN#463b2 W/SQUARE I I I I 1 Q FLAT GAP 8 BASE (OR EQUAL) - I I I I I CL 2 HR 5EPERATION CORNER COLUMN TO BE I I I I _ BASEMENT ~ 4"Ir 2-O I � PROVIDED W/SPLIT KIT I I I I I I WALL PER UL#336 - BASEMENT - - - - - U _ _ _ _ _ - - - - - - - - - bxbP.T. P05T WITH5IMP50N - - - - - - - - - - - - - - - - - -- - I I — — — — — — — — — — — — — — — — — ABU66P05TBA5E (TYP - ALL L _ J- - - I_ _ _ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' ' GOLUMNS) UNIT 2 UNIT 1 (15 " PORCH) R COV. PORCH DETAIL I MODEL B-2 (MAGNOLIA). A MODEL B (JUNIPER). 'FRONT ELEVATIONTYP. REAB2I/4-11 _ 11_011 62-I 3/4"=1'-0" 2 HR 5EPERATION A WALL PER UL#336 B2-5 4'-0" 4'-O" TYPIGAL ROOFING: TYPICAL ROOFING: (NO VENTING) (NO VENTING) ARCHITECTURAL 5HIN6LE5 15# ARGHITEGTURAL 12 SHINGLES 15#FELT —1 a RIDGE VENT I RIDGE VENT FELT UNDERLAYMENT T : -7 N 5/b" PLYWOOD 5HEATHIN6 o N N N M V) (0 N UNDERLAYMENT ROOF VENTS 5/b" PLYWOOD 5HEATHIN6 GUTTER5 I—ADER� HARDIPLANK ALL 6UTTER5 b LEADER5 SHALL. 12 HORIZONTAL GLAD BE BAKED WHITE ALUMINUM .032" b'AZEK TRIM BOARD a SIDING MIN.6AU6E,C-MER5 5HALL BE 5"SEAMLESS,O.G.STYLE W/AL1. z HARDIPLANK b"AZEK TRIM BOARD z RELATED d REQUIRED z zz0zzz a � ACGE55ORIE5. LEADERS 5HALL HORIZONTAL SIDING A 14 BE MIN.2"x3",.027"GAUGE W/' FLU5H ROOFS I"x b"AZEK RAKE BD W/ 0 0 0 o g CLIPS d ANCHORS. CAULK 4 I"x b'"AZEK RAKE BD W/ a N W ; W W a Q ALL JOINTS. PITCH I"x 3"'AZEK TRIM(fYPJ 12 I"x 3"AZEK TRIM(TYPE N �� � � � w � � m my GUTTER5 MIN. 1/8"/FT.PROVIDE`. NOTE: a P.V.G.RECEPTORS b"ABOVE`. 6"BLIND FLA5HIN6 \ ROOF TRU55 DE516NER TO GRADE TO RECEIVE LEADER5 \ ADJUST HEEL HEIGHT FOR / 6"DIAD.AZEK N (CLOSED GAP DE51GN1. / \\ 12 B 1 ROOF5 TO BE FLUSH 12 / TRIM BOARD ry N --_ \\ q -1 12 \ � F�Ibhl BLIND a r/ ALIGN Q 2 FASCIASNi 2-1.1 ALIGN Z - / \ FASCIAS _ GREAT ROOM W / _ 1111 fin - PLATE HT. GREAT ROOM - - _ r — — — — — — \ / / r-0'I -- - - --- r-o" O m PLATE HT. - - - - - I'-0" ---- - - --- - w OH. �rl i_ ELI - 1 1 11 1 I M-�-1 II It � FT Y U Iii I I I I I I I I I I I z U D I I I I I I I I I I I I I -- - i I6'- " 6 1B1� WI TH i i W 4 I 61 WI TH - - 1 �/ // III / / Q � i i i i ' 1 ❑ © /// - I I I I I x ALL S 51EK DE5 L)t i I IIS i COLUMN® COVERED—=t 1 jit i i i i i i i i i i m r ' I - I , 11 2015 IRG- 8312.2.1 PORCH BEYOND I I ii ,e 11 1111 —i , 1 t UL _ znji, i I I _ FIN. 1ST FLOORTHE I I I II I _ ILilla IN I ' I ELEV.+0'-0" INOPERABLE WINDOW OPENINC7 115 LOCATED LE55 THAN 24" ly FIN. 1_5T FLOOR_ _ I 1 / / / 2015 IRG- 62421.8 (503.8) +0-0 —� ABOVE THE FINISHED FLOOR AND 6REATER THAN 12"ABOVE qVIELEV - I - - - - -_ I ___�r=_��I I - - - - I VENTING 5Y5 fEM TERMINATION LOCATION: THE FIN15HED GRADE OR OTHER 5URFAGE BELow ON THE o �5� �ROy� I I I I SII II Iiji 1 I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN �G ape E T y I I i I I i II a IIII I 1x4 AZEK TRIM I I 11111 II ull I I GOMPLIY WITH 0 of THE FOTLLOWINPEGABLE WINDOW SHALL 'q 6x6 P.T.P05T WITH 51MPSON I INPUT of IOp00 BTU PER a (3Kw)OR LE55 SHALL BE `� I I I b" TRIM 4L 51DE5 I I I ii ii fill I I ALL SIDES P� b AZEK TRIM I I II IIII I I I W52-3/6 P05T GAP ANCHOR a I LOCATED AT LEA5T 6"FROM ANY AIR OPENIN6 INTO A + OPENINC75 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5RERE �. ALL SIDES I I III 51MP50N ABUbb P05T BASE(TYP- BUILDING,AND 5ZH AN APPLIANCE WITH AN INPUT OVER 10,000 bxb P.T. P05T WITH I I I I I I I I I I IIII II GRE55 IIII I I ALL GOLUMN5) I TO 1TIO THROUGH THE oPENINC7 IN 1T5 LARGEST OPENED � �- I it iill I I I I I I I II 1 = BTU PER HOUR BUT NOT OVER 50000 BTU PER HOUR SHALL BE POSITION. W, 51MP50N BG52-3/6 I I I R I I II EGRESS III II HINDOW II I i Q INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE AND P05T GAP ANCHOR d I I I 10" 5QUARE HBi6 PEM CA5T I II (WINDOW IIII I ( I I I i I _-_ _ III FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2080 o COLUMN #46382 W/5�2U�RE I I I I -_-_-_i_—_- JI I ___�L=—J�I I 10" 5QUARE HB$6 PERMA GA5T I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO ;� �- 51MP50N ABU66 �I__-_-----i J I i I I _u I I g COLUMN #46382 W/5QUARE I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO �� o ` P05T BASE(TYP- I I I FLAT GAP d BA5E (OR QUAL) I I I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR 5HALL NOT THE NET �( ALL COLUMNS) I I I - CORNER Go TCS B1= I ( ( g I I '� `— I FDI FLAT GAP d BASE (OR EQUAL I INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE. AREA OF THE WINDOW UNIT 0 LE55 THAN 515GUARENIFEET. ❑ "��N E� PROVIDED W/SPLIT f IT CORNER COLUMN TO BE I I I 2 HR 5EPERATION I I I PROVIDED W/SPLIT KIT I I I I I I I J I WALL PER UL#336 _ _ _ BASEMENT JOB NUMBER - - - - - - - - — — — — — — — — — — — — — — — — — — — — - - — — — — — BASEMENT - - 2016023 - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - I - - -- - - - - - - - - - — L - - J - - - -I �- -� W \ / ` � = SHEET NUMBER J , UNIT 2 UNIT- 1 UNIT DUET CLUSTERUNIT 1 ( 15 PORCH) BZ 5 REAR ELEVATIONz MODEL B-2 (MAGNOLIA) 1/411 = I,-0„ ODELB- 15 ) MODEL B- 2 ELEVATIONS W(M MODEL B (JUNIPER) p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED • OPTIONAL 5TA FLASHING ASPHALT ROOF SHIN6LE5 W STANDING SEAM METAL CC 11 ;` CHASE GAP II �II� II U 0 ROOF VENTS b" TRIM GAP _ — PLYWOOD SHEATHING / 0 6 / CL Z U 12 1 — I 15#ROOFING FELT PAPER / O moi/ OPTIONAL WOOD 05 GHA5E WITH METAL INSTAL.ICE a WATER 514IELP PER I I GAP AND CULTURED MANUFACTURERS 5PEG5.TO ROOF FRAMING � No I I STONE VENEER IN5TALL ICE s WATER SHIELD MAINTAIN PRODUCT WARRANTY. / PER MANUFACTURERS CARRY DOWN FRONT OF FASCIA- / ,� ui a?Z _ '- SPMIN 4'TYPICAL EGIFIGATIONS TO MAINTAIN / Z i a�,'i U-) 1 I PRODUCT WARRANTY 0.40 ALUMINUM DRIP EDGE Q w M NOTE. GAP / _ L —' (c) .9 . APPLY ICE I WATER 5HIELD IN 6UiTER / ❑ (� chi 00 OH. � t WEATHER WHEN THE AIR, 10'-8" HIP WIDTH ROOF DECK AND MEMBRANE 2 I'-O" ARE AT TEMPERATURE5 OF B-IIt GABLE 40 (5"()OR HIGHER. a 12 12 FLUSH ROOFS OH 1 zz q G ALIGN B—I FA5GIA5 ' z GREAT R_00 O rtIT kill - - - - PLATE HT APPLY ICE d WATER SHIELD IN U B_REAKFA5T_ FAIR WEATHER PLATE HT. WHEN THE AIR,ROOF DECK AND MEMBRANE ARE AT I -oJ TEMPERATURES OF 40"F(5"G)OR r ° I I 1 OH. U -- - I I I I ;, FASCIA BOARD }'AZEK SOFFIT NOTE W: BOARD W/2"CONT. O $ I I I ~ I- VENTIN6 OR VENTED �- L J =I� -- Q 51�1TTER5 WITH FIXED VINYL 5OFFIT I— I I I lip HINGES. WIDTH OF Q O m SHUTTER TO BE HALF - z T WIDTH OF WINDOW. ❑ V , II II II I� DETAIL2 I I ( I 1x4 AZEK TRIM W ` 'I SCALE: 1 1/2„ _ 1�-0., _ HIIII II z _ 2 l . 1 FIN. 15T FLOOR I I I �_ FIN. 1ST FL ELEV.+O'-O" - - - - - - - - ELEV.+0'- LINE OF LINE OF EXT. bx6 P.T.POST WITH WALL® DEN WALL @ GAR. 51MP50N BC52-3/b I I 12" 5QUARE H546 PERMA CA5T Ixb AZEK TRIM— I BEYOND BEYOND P05T GAP ANCHOR d I AZEK TRIM I GOLUMN W/5QUARE FLAT GAP 1x4 AZEK TRIM ( 1 ( q"(R-30)BATT + "(R-Ii 51MP50N ABUbb I ALL 51DE5 I BA5E (OR EQUAL) - CORNER I I I I BATT5 = GOMBI IN5ULATION 6' (R-Iq) BATT5 w P05T BA5E(TYP- I ALL COLUMNS) I I COLUMN TO BE PROVIDED W/ I I I I j VALUE of(R-4 NTINUOUS ABOVE p WALL I SPLIT KIT I I I I I"AZEK SHEETING m V BREAK I I I I I DONT.BLIND FLASHING ❑ `•/ w O I I I I I 2"x 6"NAILER-LAB BOLT TO I I I r r I I I W VIA VERT BOLTS � U F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I-1 - - - - - - - - - - - - - - - - - - - Fi — - - - -�I— — — — — — —I - - - - - - - - - - - - - - - - - - - -h v� L - - - - - - - - - - - - - - - - - - - - - - - - - - - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - ' - - - - -1- - - - - - - 1- - - - - - .....- 2015 IRG— 62427.8 (503.8) RICHT END ELEVA ION 2"x 6"RR® I6" I Ic/) 2015 IRG— R312.2.1 r , IYENTIN6 5Y5TEM TERMINATION LOCATION: IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN „ _ �� I I q" (R-30) BATT5 Z `J THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24' 1/4 " I -O I I w AN INPUT OF 10,000 BTU PER HOUR(SKIN)OR LE55 SHALL ABOVE THE FIN15HED FLOOR AND GREATER THAN 72" , 2"x 4"50FFIT BM5 1 BE LOCATED AT LEA5T b FROM ANY AIR OPENING INTO A ABOVE THE FINI5HED GRADE OR OTHER 5URFAGE BELOW ® I6 OG I BUILDIN6,AND 5UGH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDIN6,THE OPERABLE UNIT 1 ( 15 PORCH) MODEL B UNIPER WINDOW HEADER PER PLAN I p 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: �I 1 p HOUR SHALL BE IN5TALLED WITH A q INCH VENT OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER I I TERMINATION GLEARANGE,AND AN APPLIANCE WITH AN SPHERE TO PA55 THROUGH THE OPENING IN 1T5 LARC-E5T I 1 INPUT OVER 50000 BTU PER HOUR SHALL HAVE AT LEAST OPENED POSITION. A,12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 20gp B TRANSOM WINDOW LIOCATEP AT LEA5T 12"ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION RIDGE VENT B2-5 I I BEDROOM #2 TO RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW To FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR I 1 OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 LINE OF ROOF SQUARE FEET. +/- I I 2"x8"® I6"OG FOR SEAT tii ti �_ N o0 BEYOND® MASTER BEDROOM RIDGE VENT I-0 ,GLO5ED CELL 5PRAY FOAM N N ri ri co Q N N N M I� � In DOUBLE-HUNG WINDOW I I INSULATION TO COMPLETELY 'FILL SEAT CAVITY INSTALL ICE WATER SHIELD (2)2'W® END W/A35 5PEGIFIGATION5 TO MAINTAIN 6 " " 51MP50 GO GT PER MANUFACTURER'S - 51MPSON H2-5A CONNECTORS OH PRODUCT WARRANTY RIDGE VENT 1 x 12 AZEK TRIM z NOTE. 12 12 BD y' "GYP BD gz +/-) <n a APPLY ICE 4 WATER SHIELD IN 12 z z z o z z z N FAIR WEATHER WHEN THE AIR, ROOF DECK AND MEMBRANE RIDGE VENT ? o - - - > - - a 7 - -- - 3/4"T46 055 5UBFLOOR- ° o o w o o g N ARE AT TEMPERATURES OF 12 GLUED d 5GREWED-RUN w w w _j w w 40"F(5"G)OR HIGHER. (+/-) B 7 -' LINE OF ROOF 7116" 056 5HEATHIN6 `~ CONTINUOUS BETWEEN PLATES w m m v BEYOND®GARAGE T 2"off I'-6" AT EXTERIOR WALL 2X12 FLOOR ALIGN FASCIAS - - - - - - - Fla J015T5® I b"OG. o FIR5T FLOOR LINE - 6REAT ROOM_ - - - -- DIN AREA I_O _ _ BEDR_M#2 - PLATE HT. PLATE HT. PLATE HT. 1 nulu luno OH. 1 1'4' I I I I I'-0" 10 '�K 1 t I I I I FRIEZE BD. LL 0 ----- — off I UNFINI5HED 200' . . I B,�SEMENT m T77I . I I O � * I O i I I I I J O O I I w n Y I I . . I I I I f D_ I I 10 SQUARE H8 d 6 DERMA =--- -_-�, I I I I � � EXTERIOR WALL � I •.. I W w � B2-I I I GA5T COLUMN#46382 Wl -—_I I o I I I I -HARDIPLANK SHINGLE SIDING Q SQUARE FLAT GAP $ I I -TYVEK OR EQUAL 1 I Z v LASE (OR EQUAL) - I I - I I I LLt = Q -7/16"05B 5HEATHING ` - - O_ CORNER COLUMN TO BE - i i i i C -2xb WOOD 5TUD5 @ 16"O.G. 2 - - - - - - - - J 4 I I d I I I I O ■ FD-I W n -6 R-21 BATT5 (R-13)GLo5ED CELL SPRAY FOAM INSUL p W I PROVIDED W/SPLIT KIT I I I I _ ALONG INSIDE FACE OF FND.WALLS-FULL HT I , I I I I = OR DRAPED BLANKET IN50LATION I I I I 11 1 1 111 Jill [Jill 11 11111 1 111 11 1 1 111 11 1 1 111 11 I I I I FIN. IST FLOOR I i i - t i i i i _ _ FIN. IST FL_ _ LLI V ELEV.+0'-0" - - - - - - - - - ELEV.+0'-0" FJ- J I I I I bx6 P.T.P05T WITH I I lo" SQUARE 11646 DERMA I I BEDROOM #2 BAY DETAIL I Z Q I I I I 51MP50N 5652-3/6 I I GA5T COLUMN #46382 W/ I I 1 I I I P05T GAP ANCHOR d 1 I 5QUARE FLAT GAP ll I 1 r= no" 0 — o co WALL® 6ARAi 51MP50N ABU66 BA5E (ORE AL) - WALL® 6ARAGE - RE T 1 BEYOND I I I I P05T BA5E(TVP- I I I I BEYOND �E q FDI I I I I I ALL COLUMNS) I I CORNER GO IMN TO BE I 1 0 is 5�05ER C, PROVIDED I SPLIT KIT �\\ I I I I I I I I I BASEMENT _ - _ _ _ _ _ _ _ _ _ _ BASEMENT \ �23810 Q' — - - - - - - - - - - - - - - - - - - - - - - - 1 ► - - - - � ❑ oprvEw'�° _ - - - - - - - - - - -- � _ - - _ - - - - - - � -- - - - - - L- - - - - - - -1 - - - - - - 1- - - - - - - - 1- -- - - - - - -I- - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - -1 - - - - - - - -L - - - - - - -L - - - - - - - - - -I LEFT END ELEVATION JOB NUMBER _ UNIT 2 62-5 2016023 I/4" - I'-0" B iLi UNITS 1 (MODEL B- 15 ) DUET BLUSTERSHEET NUMBER MODEL B 2 MAGNOLIA & 2c/)M( ODEL B - 2 ) ELEVATIONS ' 2 • p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED n I GL 2 HR 5EPERATION F- W Z 77'-2" WALL PER UL#336 LU E 2'-0" U O 11'-2" 14'-6" 6-2" 14'-4" 16-O., U 2'-1" 5 �n 8" 5_In 2'-1" Z ^ ' a) c - W O i - rn m -cj, -- I - - - ------------ ------------ ---------- ---- F- •�-JJ � 65 m — ----------- ------ ---- — /A 82-5 (CON z o 112 I FD1 I O Q Lo w M U XGAV. 1 U It Q i 4"P.G. WITH bxb, i = I - co _ 10'-0° 4'-4"M.O. 5'-3" 5'-4" 4'-4"M.O. 4'-b" 10/10 H. OR FI ERMESH{ ° V M M o a" 12'-10" 8 MIN.3500 P51 GD G. IQf o I I ( `O UNEXGAV. 4"P.G.SLAB WITH bxb, I FDI m I0/10 H.H.M.OR FIBERMESH. 2 - i o `-r MIN.3500 P51 GONG. 6" b" r 4 FD1 I �? v D I I I _ -- I FDI I m m • o HD I I I HD E6RE55 1 I I 1 Z WINDOW T-2i I I I O .,. I 1- m I �', I I�� O O O Q : . O I p I4} O O b" ian I_On & 0 - 2x12 FLOOR JOISTS HD _" ® I6"O.G. __ __ --- ___ _ 2'x10 Q ( • D 2"x10" SLAB SEAT _ J o 1• __ ___ _____= i (2)2X10 P.T. o I i SLAB SEAT Q i O • 4"WIDE J015T 2 = = 1 J ry I HD SEAT.T.O.5EAT U F I 1 1 Q r ----- ------------------ -_ =====__ __ • 0 o ELEV= (-)I'-I " �I I - - i =_= i i - i EGRESS WINDOW Ln I I I o o i O - i 0 i i I 5 50.FT.MAX 12"P.G.F�UNDATIOW I LL 12"P.G.FOUNDATION WALL I I 11 I OPENING I I� 4 J0 , 1 I WITH DAMPROOFIN ON I I Ii `� O J WITH"DAMPRODFING ON 4 q 14'-b" I I " 1 i 24"x 12"11.6.FOOTI I I° "' Z 2-0" 10 24 x 12 P.G.FOOTING 13'-2" FDI q-4' 1 i I° o ( I 10"P.G.FOUNDATION I i N i 1 1 DIRECT VENT HEATING EQUIP. 1 1 I 1 1 APPLIANCE CLEARANCE APPLIAN 5 nIREGT VENT HEATIN6 EQUIP. Q r I I I WALL WITH DAMPROOFIN6 1 1 I 115HALL BE INSTALLED WITH THE f{p APPLIANCE GLEARANGE ON�A TEFL 1UMN �- I � I ON 20"x 10"P.G.FOOTING I �� I 1 0 • IANGES SHALL BE INSTALLED ON "x I�0"x 12" PPG I -T.OYJ ELEV. = 0-0 __ i I i CLEARANCES FROM UNPROTEGTEDI ' " 1 i i � I i 1 COMBUSTIBLE MATERIALS A5 i 4"WIDE WI H THE CLEARANCES FROM (' FT i N•O�la �I I I �r"�� i i i ® I i I INDICATED ON THE APPLIANCE LAI 171 d? i I UNPROTECTED GOMBU5TIBLE I- I— -� d I I c I AND IN THE MANUFAGTURER5 I - cv J015T SEAT. M�TERIAL5 A5 INDICATED ON Ti1E I i �" I I I I u' �? I I �� 1 I I I I 3 DIA STEEL G LUMN 1 1 INSTALLATION INSTRIIGTIONS. 1 N I I� I � 4"WIDE JOIST SEAT. TOW.ELEV= A LIANGE LABEL AND IN THE L J 1 I I I ON 30"x 30"x 12TDP PG I I 1 x I Lo I " O 17 MANUFAGTURER5 INSTALLATION ® FW-2 r" I I I I I I I I c� I I I I I TOW.ELEV= (-)I-I iN TRUGT10N5. J oa ® I / i i i FT6 N.O.N) i 1 i PROVIDE FRE5H AIR INTAKE i i i i I® TO MEGH EQUIP PER GODE i w II I � i 1 w OVIDE FRESH AIR INTAKE Qj • MEGH EQUIP PER CODE Ll I I I (L 2 HR 5EPERATION Z WALL PER UL#336 W E it 2'-0" A - - _ _ U = 10" SQUARE HB3G PERMA B2-5 bxb P.T.P05T WITH 51MPSON - ..RQT- -- - (� T-61�DL� U 6x6 P.T.POST WITH i BG52-3/b P05T GAP ANCHOR d 10" 5QUARE HB$6 PERMA O .. 51MP50N BG52-3/6 POST I 14'-2° I AST COLUMN #46382 W/ 51MP50N ABUbb POST BASE c� GAP ANCHOR 4 SIMP50N 5QUARE FLAT GAP d BASE c� ib'-0" CAST COLUMN #46382 W/ i o v GAP A CHOP054 5I (TVP i I I i (OR EQUAL) - CORNER i (TVP-ALL COLUMNS) SQUARE FLAT GAP d U `�'�� � r- O '� `oma - „ ( i BASE (OR EQUAL) - � • -ALL GOLUMN5) 2'-0" I 13'-2" I I'-0" COLUMN TO BE PROVIDED 14-b b'-2" 15-0 15-4 o ALIGN TOP OF W/SPLIT KIT 1 - I CORNER COLUMN TO BE F- � N PROVIDED W/SPLIT KIT cn a 5 Z - o i t COVERED TRAN5OM5 i (2)301b TR (2)301b TR ( i Q i ' do z a x�'v M I PORCH ►= (2)3050 DH (2)3050 DH m COVERED p o = im N ® RT 8'-0"HD HT ® 6-O"HO HT I „ _ „ , " " PORCH 6'-l" 6'-7" x 5'-6" 5'-b" b'-10" 7 8 4 5 3 q l b 7 6 _I l-4 8 0 Iw _ P N 00 411 WINDOW (3)30 TR I A r> Iq FW I `n �° (3) 0 DH 1- - - ,(- - - - 1 FW-2 12 ® D ( I m HD L - - - JL HD i i Iq DI (101b1b TR %] o (2)301b TR I 6080 5L. L. OR VVIb TR (2) 2X10 HDR J o m (2) 0 DH DI I qolb TR �� ® 8'-0"HLl HT Iq -' RED 6U _ _ _ � i Iq 6080 51-.6L. DR W/ 1 (2) IS 510 LIGHTS 3050 DH I = m r - - -_,r - - - , ® b' HD H - _ 4 i I I Q DI L - - -�J - - - J HD 1 - - - - I DI (2) IS DELIGHTS I i ROOF TRU55 61ROER -�_ c� ROOF TRU55 61RDER _ _ g _ - HD L - - - IL - - - JL _ _ J Iq _ II z (2)2X HDR � TQ Q QT 0 HD Q DI O _N II'-0'GEILIN6 Q \ Iq / HD - =J - - 5.25"Ali"LVL HDR I F- - - - - - e 18" 5L ON 6" - - IS"5� HD U BREAKFAST 1z 13)2X8 HDR HD AREA \ /_ 525" 11 l/b"LVL HDR - - a � cn - 1- - - - - - - - - -r - r - - - - - - - - - - 525"x II �/8"LVL HDR fl --J 2416 TR s m _I b" 14' 0" 3'-O" 4'-2" 2'-0" 4, I 14'-0" 1 1'-2" / PT. REE I I F_ -7 2452 DH Z 2816 TR® I 1 5 NDI C� I ( 21 "G' I I ® b'-0" FfD HT - O 1 \ ! - II'-0" SOFFIT � 2852 DH I I Q 2I "C I I FW-2 i ry J U --- I I I DI IY u) b'-0"HO HT L _J u' DI I I I EF I I I �v O Ln Q I 1 13'-0"TRA GEILIN6 I WC I ( I PRE-FAB O C J I MA5TER BEDROOM 1 -� © bo"VANITY W/ Il I "' 72" 1 12'-0"STEP GEIL I I FIREPLACE Z n'-0"G ILIN6 I o l I m I I >�, 11'-oGEIL I MASTER I I I l O M PRE- AB IL__ I I 1 i °d FIRE LADE GREAT ROOM I o I I '� MASTER I BEDROOM I LIVIN6i ROOM fiil o o z I 1 I - BATHTEMP 6L DR5 ll II'-0"GEILI 6 5KITGH N I d 7-10 4° I 14'-0" I 4" 15'10" TEMP 6L DR5 00 00 ENERGY RA15 D HEARTH 1. ENERGY CODE STANDARD: PRESCRIPINE PATH AND ALL SECTIONS OF �- - - - - - - - - -� N 2X�KIVEES ® q" 14'-0" q'_3" I 4" I RAISED HEARTH o ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OWE 4" 1 / 4" „ 4" ,\� I'-2" 48" "HIGH W/GAP 1 2416 TR �•, 2.ALL CONS RUC N ALL OMPL 'NITH THE 2015 INTERNATIONAL ENERGY Q 2'_ " 6" `� 16'-4" 6'-6" 4" 3' 5-0 5-0'\ P I- - - - - - - - - - - - J CONSERVATION CONSTRUCTION CODE, THE AUTHORITY HAVING JURISDICTION = m - I GATHEDf AL GEIL 2-b DH SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO Q 2816 TR® I I _ " Q I 1 ® b' " B-5 Q � /_ _ _ �- \ olr3r4 `��8 :� 6REATI ROOM N � o_ EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 2852 DH I I ? _ _ _ = I I I m 3.A PERMANENT CERTIFICATE SHALL BEE COMPLETED BY THE BUILDER AND 8'-0"HO HT L J J POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. 668 �eb� co2 I I I w 0 CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 12 10-0 G ILIN6 > ® 6 ® 1 10'-0"GEI INC � �6 • I 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND DI k4_ 4-2 2-0 4' �6 y�IGWIGL-� LN m 5D 22"X 30"ATTIC 8 5D I I ( s INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING - N 6B ACCESS HATCH PANT. LIN. ° I I I c ) SURFACES. -I ' 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE I I I L J SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 1 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY L J I 0,�,' 4" W 6 6" D 4" 4"2'_p" 4" 'yd° '1 - D 'L�° I I I (2)3016 TR - 1 ( 1 (2)3052 DH SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. (3)2816 TR® I I- -� II'-O"GEILIN6 ° ° 22"X --- q'_O GEIL Q'-0"GEIL q'-0"GEIL DINING AREA ® b'-0" HT (3)2852 DH � zr ( _ v m r- 1 H 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED 8'-0"HD HT i I • I DINING AREA - 30"ATTIC WIGL WIGL WIGL z U - we -7 " „ I HAVING LESS THAN OR EQUAL TO "I ACH50 IN CZ4A, 5, 6A. TESTING SHALL �t ACCESS BE CONDUCTED BY AN APPROVED THIRD PARTY. '- 4 5-b 4 5-4 6' 6-6 4" 4'-2-1 4 14-8" 6' 2- " W l0" 50UARE HBd6 I I I (2)2668 ® HATCH q'-0"GEIL xb P.T.POST WITk � 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO PERMA CAST COLUMN I ry DOORS ?ENFOLD ®5D � q'ob� sn bb0 10'-0"GEILIN6 ©� LAUNDRY I I U A MINIMUM OF R-8 AT 3� OR GREATER IN DIAMETER AND R-6 AT DUCTS o #46382 W/5QUARE I 1 I 668 ti MASTER ®SD 34 I lq �- SIMPSON BG52-3/6 LESS THAN 3o IN DIAMETER. FLAT GAP d BA5E o I DI � Q I � " 5H AN m 2-0 5�MP50N AB1166 T GAP OR d � BATHROOM 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE (OR EQUAL) - 0)2Xb 21 "C' DN 14R u- DN NOTE V CORNER COLUMN TO J P05T POST BASE(TVP- SEALED. l_ DI Q 4" 3'-10" 4" 3'-4" 4" 10'-4" I-0 To "5: 148 _ 3 I/2"x II 7/8"LOW LVL HDR HD ' - BE PROVIDED W/ �, _ - - - - - - - ALL COLUMNS) 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR SPLIT KIT LEAKAGE BY AN APPROVED THIRD PARTY. - - - - - 9 HD e - - - - - - - - fl �s8 GL. Q 4 `r 2'-O.. 2' Q s �- � G 9. BUILDING CAVITIES SHALL NOT BE 11SED AS DUCTS OR PLENUNIS. I'_p" 8._p.. I'-0' 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >10:5f = ' r "x 3 UP IR q'-0"GEIL 12'-0"GEIL COVER - 5H Ill PAN q" AD5 6"tR-2U BAITS © B TH '1°�� 1z ®5D FOYER 3080 EXT INSUL DR DEGREES OR <55F DEGREES SHALL_ BE INSULATED m Iq GOVERffD I X q-0 50. EF PORCH hV(2) 12" o WITH R-3 MINIMUM. 5016 TR D1 1 � I PORGi II " NOTE 5 1'-p" 13'_3" 4" 4'-7" b" 5'-6" 4" 3'-2" 4" T'-8" b" 3'-4" 51DELI6HT5 I 11-0 GEILIN6 1 2 3080 EXT INSUL DR I I w 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE ;' FOYER 2868 INSUL DR- _ n I N N N M M t0 N IRC/IMC (2) 12 " TEMP. 6LA55 (TO)45 MIN.FIRE HD I 5-4 I I 45 MIN.FIRE 51DELI6HT5 N RATED W/SELF PTN ON 2X4 RATED W/5ELF 3 I/2"x if lam"LOW LVLino 12.EQUIPMENT SIZING - PER ACCO MANUAL S, BASED ON LOAD m I CLOSING DEVICE CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS I - - - - - 9 m 2 3-4 I b" 10'-0" 4" 54' 6 KNEE WALL CLOSING DEVICE RATER. � GL e - - -`� lq 12" SQUARE HBd6 bxb P.T.P05T WITH GD2 (4) 2xb P05T qb� I I PERMA GA5T 13.UGHTING - A MINIMUM OF 75% 01 PERMANENTLY INSTALLED FIXTURES 51MPSON$652-3/b P05T HO " 4" 1'-0" 4" I „ DI „ COLUMN W/SQUARE MUST HAVE HIGH-EFFICIENCY LAMES. GAP ANCHOR d 51MP50N 0- - - - - b (R-21)BAITS b-4 4'1 b I-2 m TWO GAR GARAGE FLAT GAP d BASE z z 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC ABtlbb P05T BASE(TVP 4068 BI-PASS ' 4 4"P.G.5L..AB(MIN.3500 P51 GONGS ® r-- (OR EQUAL) - �, a 5 CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND "? -ALL COLUMNS) o THE m Iq WC 5D TWO GAR GARAGE REINFORCED WITH bxb,10/10 WW.M. 5D I I I CORNER COLUMN TO z z z O z z zo N w INTERNATIONAL ENERGY CONSERVATION CODE. R SHALL BE SLOPE 6ARA6E 5LAB DOM 2' � � � 1 BE PROVIDED W/ O o O H O o g RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DI Q G� '4"P.G.SLAB(MIN.3500 P51 GONGS TDYJARDS GARAGE DOOR ® SPLIT KIT > > > ¢ m > n _ 4 " Q L--J r � w w w � w w �' N � l I DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE 3030 AKN b" b'-b"©EF u' 4" 4'-b 4 3'-4" b" p REINFORCED WITH bxb,10/10 W1^IM. 4 SLOPE GARAGE SLAB DOWN 2" TYPE X"GYP BD ON GARAGE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, ® b'-0"HD HT WALLS dGEILIN6 - 00 00 w ob ob U EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF 10'-0"CEILING `� 8 `r TOWARDS GARAGE DOOR o #1"TYPE'X"6YP BD ON INT OF LIVING rz 10'-0" EIL zo I m © BATH #2 �s8 09"TYPE"X'GYP BD ON 6ARA6E 5 SPACE COMMON WALLS TO 6ARA6E I KITG EN I I ® b-o3010�Ho HT N REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. ctm d WALLS 4 GEILIN6 " 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WTM IECC g _ ��'TYPE"X"GYP BD ON INT OF LIVING FW-2 10-0 GEIL I L -' 3030 GSMT SPADE COMMON WALL5 TO 6ARA6E DEN/ SEDR00 #2 I a 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED HO TO COMPLY WITH THIS CODE. �� �� 4.. q._8.. 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR 18-2 i EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH B DI G�L. I I O Q Z (� SECTION N1103 CONTROL SYSTEMS. B2-5 u, b"(R-21)BAITS Iq REF 12 ry w CL 17.ALL EXTERIOR WALL/FI_OOR/CEIUNG JOISTS SHALL BE AIR SEALED AND _ II' "CEILING DI 20 - - v INSULATED IN ACCORDANCE WITH TABLE 8402.4.1.1. APPLY A FRESH BEAD I -� DI O m IN CAULK IN THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO I g BED ROOM #2 Iq DI 6" 8'_Ip" b" 11'-o"i ' "� INSTALLING INTERIOR GYPSUM WALL BOARD. HD b" DI `fl 16070 OH OR � 20 1 I I � z _ _ _ I 1 I I W a.� w u' CATHEDRAL EIL v o b 12'-0" I -p - 5 1/4 x I6 LVL HDR o - Dl I " D z s a _ (1 }{p L J (3)2810 TR cn cf� " " 1 `~ 16070 OH DR 4' y (2)2x10 HDR BREAKF IST AREA I I I (3)2850 DH ( 4 2015 I RG- 62421.8 503.8) _ - - - - a _ U _ r e 5 I/- I6"LVL HDR - - - = HD F I F/21 Hp L - - - J L - - J I o 1 I W O n VENTING 5Y5TEM TERMINATION Li ASG TION: i- HD =" 0/21 D/21 D1 D1 L - - - J L - - J 12 � I A DIRECT VENT APPLIANCE WITH AN INPUT OF _ DI I I I- 7 O THE VENT TERMINAL OF D 1 10,000 BTU PER HOUR(3KW)OR 1LE55 SHALL BE LOCATED AT LEA5T o DI DI4.4 6"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 62-1. d I'-6" I6'-0"R.O. A 4'-II" 4'-5" (oil II'-0" 6" _ GE WITH AN INPUT OVER 10 00 BTU PER HOUR El1T NOT I APPLIAN A 2 DI I'-0" B (2)3010 TRCD OVER 50,000 BTU PER HOUR 5HA L.BE IN5TALLED WITH A q INCH 4" 1 I I B J TION CLEARANCE AND AN APPLIANCE WITH AN INPUT SEAT Hp FW FH-2 �n g-5 ( 8'05 HD HT"' _ I - _ L_ J B-5 VENT TERMINATION (2)3050 DH -` z m OVER 50,000 BTU PER HOUR SHALL.HAVE AT I FA5T A 12 INCH VENT HD (2)2XIO HDR `___,_ - (3)2XSHDR - - w TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND = _ _ _ _ _ _ _ _ - - THE AIR INTAKE SHALL BE LOCATED AT LEA5T 12"ABOVE GRADE. -1F Iq HD L -1 L- � HD Z L - - JL - - J 2' DI �L -JL- _2 _JJ � o o cn Iq !2 3016 TR 1q DI A (2)3050 DH DI B2-5 (3) -0" o WD Iq ® 8'-0"HD HT DI ERE 1� ® 5'-0'HD HT 2015 IRC- 8312.2.1 2'-6" 4'-0" 4'-0" 2'-b" I'-0" I6'-0"R.O. I'-8" b'-0" (3)2850 DH 6'-0" U Cj�cJ� QFC' 1 IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE ~ F,ogE TCti y�� ,� FAL WINDOW OPENIN6 15 LOCATED LJ:55 THAN 24"ABOVE THE FIN15HED 2'-0" 2'-b" 2'-b" 2'-6" 18'-8" 18'-6" q'-4" 12-0 Tom,t m FLOOR AND 6REATER THAN 72"ABOVE THE FIN15HED GRADE OR p r z OTHER 5LIRFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: ` 40'-0° m 5 Y ' OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROUGH THE OPENIN6 IN IT5 LARGEST OPENED PD5ITION. UNIT (15 PORCH) FLOOR PLAN PLANa?3510 •FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 UNIT 2 FLOOR _ (THE WINDOW OPENIN6 CONTROL DEVICE AFTER OPERATION TO ( F � RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL B-2 (MAGNOLIA) 1/4"=1'-0" LIVING AREA= - 1,5ga 50. FT. f 2 HR PER UL#I3b MODEL B (JUNIPER) LIVING AREA= 1,bo 0. T. Jo N OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE 6ARA6E AREA= 31150. FT. WALL PER UL#336 GARAGE AREA- 380 56. T. WINDOW UNIT TO LE-55 THAN 5.1 SQUARE FEET. W 016023 COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 241 50. FT. " EF =EXHAUST FAN: GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO REVIEW THESE UNIT 1 UNIT 2 DUET CLUSTER _r SHEET NUMBER ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE'S: I II NOTE R: STAIR MANUFACTURER TO 5o CFM INTERMITTENT OR NOTE 'V : _ " AND TWO-FAMILY DWELLINGS,TOWNHOLnES MULTIPLE LVL GIRDER CONNECTIONS: © 20 CFM CONTINUOUS +'ALL DRYEfitS TO BE VENTED GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND � NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNIT5 IN GROUP R-2 DESIGN 5TAIR5 TO MEET ALL REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL APPLICABLE GODE5 AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT To OUT51PE AIR PER CODE TRU W/ 12 MIN. HEEL BUILDIN65(COND05 d GO-OP5)AND UNITS „ GONFLIGTS IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEA5URE5 ALL WINDOW5 SHALL BE OFFERED FOR 5ALE IN THE IMMEDIATE TORT ANY DISGREPENGIES TOGETHER W/ 1/2 BOLT5 © 2-0 O.G., 2 MIN, 602 CARBON MONOXIDE ALL WASHER TO BE (MODEL B- l 5 ) (MODEL B- 2) FLOOR PLAN B2 � 3 ANDERSEN 200 SERIES HEIGHTS (U.O.N) ® 24 O.G. t�= TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLICTS TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL w DE516NED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOM5. ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4 FROM ENDS 5mpKE DETEoToR BE CALCULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: Ib'-2"GABLE WIDTH F_ ' bxb P.T.P05T WITH F_ INSTALL IGE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO o 0 51MP50N BG52-3/b P05T 18'-0"GABLE WIDTH W c , MANUFACTURER'S TER 5HIELP PER TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED GAP ANCHOR 4 51MP50N _ AS THE ROOF FRAMING MEMBERS. ABU66 P05T BASE(TYP 4 0 : E U PRODUGT WARRANTY ALL COLUMNS) ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING — — — - - - - - - - NOTE: LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN - _ - - - - - - - - O APPLY IGE WATER SHIELD IN FAIR I�JEATHER WHEN THE AIR,ROOF DECK A BUILDING D.C - (3)2X8 P�IRD€R- A rr - -� - - �- - - --� �� V �- " " PER SECTION 1605.3 OF THE INTERNATIONAL L , B2-5 I �� -i- - - - �` I 0 ` AND MEMBRANE ARE AT TEMPERATU�E5 OF 40OF (5 G) OR HIGHER. CODE. U " II'-D" PL HT.II-0PL HT. 1 uu 12 HR 5EPERATION I U i--' (ID PRE-ENGINEERED ROOF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE , ( 12 12 NOTE: WALL PER UL#336 I I I I U OR ROOF TRU55 DESIGNER TO I F- N z TRU%E5 PER TRU55 MANUF STRESS DESIGN: EQUATION 16-8 IOHt q I— I a I-o I 5EE DETAIL I/FW-2 11'-0" PL HT. I ' I I�' N} - c ) I „ . I_ I I Z v �S � n SIMPSON yTRONG TIE D + L (EQUATION 16-9) No R ,� ADJU5T HEEL HEIGHT FOR + 12" HEEL HT. I ISI �� O au)� M MT5 5TRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) I I I I ROOFS TO BE FLU5H I ��I 11 U Q o CONTINUOUS WALL 5HEATHING TO D + .6W (EQUATION 16-12) NI 1 � 1 U � co TOP OF TRU55 HEEL. > D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) � �x co ❑ M °) F - II'-0O" PL HT. I �� NO "R" I II'-0" PL HT. m D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = N HEEL HEIGHT VARIES-SEE TRU55 DRAWIN6°i FOR (N I VERIFY HER LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL 1'-0" I I I 1 1 I' o" + 12" HEEL HT. ACTUAL HEEL HEIGHTS HEIGHTS OH. I i 1 � � I I OH. BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 301 L - - - - - - - — — I''p" ALIGN FA5GIA5 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND , -1 pH. ALIGN FASCIAS 1 1 12 D z 12 SPEED 101 MPH BASIC DESIGN WIND SPEED IN I - EXPOSURE CATEGORY B. ) I NOTE "R" I _ B-4 II'-o" PL / o q o + 12" HEEL HT i VARIES f 12 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE _ _ ROOF TRU55 IN GIRDER _ _ _ _ ROOF TRU55 GIRDER _ _ / _ / , // %j j/� Q = - - _ - __- - _ - - 1 I I I OZ _ FOLLOWING DESIGN LOADS: u TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND %%/jj/ // /// _ - --J F I F I U LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD — _— -1 I I - _ L_- -_ _- -_ _ __ _ - _-_J _ - UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 �� — — //// ///j%/�_RE { F. PROVIDE ,, /// , / - I I I I r - _ - GUTTER PSF, BCLL-10PSF, AND BCDL 10 PS , j/ / / // I I I 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE 12 //�I////j// // / / I Z O NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I /j//// �///—I q ;I'// / 8"FASCIA BD �-4 , � � / — I I I I � III 12 I // / / = 11 S 1 rY TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD q o ( // // /X/// / 1 I 1 SL 0 DEFLECTION OF THE LESSER OF L/360 OR .75". O / // I I I I 1 LL Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO vv I I -� i .//,// / - 1 Fj, I O �) Cn VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I F I' � INT.SEARI = TRAY GEIL. j/// /////j I I r I ( I ❑ v TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL / // /7 / L- � WALL BELOW N� / // "i I I INCLUDE THE FOLLOWING INFORMATION: I I I �'j I I I ROOF VENTS I I 1 6 w 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 6" ( I III 1 2. LOCATION OF ALL JOINTS. OR I ®� / � ROOFS 1 I �� I I II11 I off 3. REQUIRED BEARING WIDTHS. LEADER TO DRYWELL- TYP-- 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. I j//j j/ j%/ I 4.3. BOTTOM CHORD LIVE LOAD. I- i ///j//j/ /' ' /� I I ElI ❑ I 1 ❑ ( L _� F� 4.4. BOTTOM CHORD DEAD LOAD. L �� � I 1 I I I O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLU5H OOFS HATCHED AREA INDIGATES APPLICATION. LOCATION OF FIRE RATED ROOF �/ / Lu 4.6. CONTROLLING WIND LOADS. , /- 5HEATHING 4'-O"FROM // �I////& 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I WALL j j/j j }!// %/ I I I I I III A O_ DESIGN VALUES FOR CONDITIONS OF USE. I I -- _ _ — /j I'/� / I I I I I B-5 Fp DETAIL I _TF , / , / 6. EACH REACTION FORCE AND DIRECTION. // - L 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, ^ O NOT TO SCALE - THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION II'-0" PL HT. ~j B24 F H JOINT CONNECTOR EXCEPT WHERE — -- — — — — I ////j// %//j/ , NOTE "R" I I + 12" HEEL HT. I� 0 EACH � / / / / I o SYMMETRICALLY \ /// / / /✓ /� I I OR LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I I RIDGE5 TO y / // / / I I I. NOTE: GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTE "R" ACFG� — / { / , , \ I I INSTALL HALF OF I / TRU RIDGE W/VENT /// /// // / / - - 5_R� NErI 1 FASTENERS® EACH PLATES. I _ _ _ _ - ■ 12 END of STRAP ° 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH 12 — l / / // /. / (� / I 7-1 q III 1¢- MEMBER. q I / I — — �,{// / /j////�'// I I \ / I I \ / SS I I I u) 9. CONNECTION REQUIREMENTS FOR TRUSS TO I ALIGN FASCIAS I- U GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD II'-0" PL HT. � // / /�////j//' I I I I A I I I w mom000 SPLICES. ROOF VENTS 1111 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ®G ;// /// �i///j//� I I zeI I - - - J I I 111 II'-0" PL HT. � 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS , //j///j //j/.//j I I I I - - I + 12" HEEL HT. 0 ° MEMBERS. i%// / ///1Z.4 - -1 L Z - - - - - J I- - - - �I I ° cl 5n , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING ° -TE n6 LOCATIONS. L '/j%/jj% 7/� %,`� -, -, -, -� -� -� --, -� -� �� ■ OR (3) 2X6 P05T / �F— -rl j////// //j%//;I I I I I I I I I I I I I o * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I — / / / Rb F I ( / / - - - L - - L_ - - ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND _ _ I I — I / - - - - _T_ -A s _ _ — / / I I I I I I I 51MPWN5TRON6 TE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD -7'7 / - - - - - - - - Jv� / ���Q I i OR rtt55TruPP1Ns TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS I I o / // // // 'Si 14-IOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. I I r I - -J - - - - - — , w M o T co * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, I ' I ry N N M n 7 UI OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I I� I — --� '/j///j/ /j///jj' 12 �y ° I I II�SS ( i _o o N N M co co U5E IN GOMBINATION ONLY DETAIL 2 RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I 12 I p r. / / // /j/ / i O I y WHEN STUDS AND�RAFTC :S * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I�j I +/- I I +/_ 11 �/ /// / // //. - _ - - - -THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I v) — I // / // //' -1 - - - - - - DO NOT ALIGN NOT TO SCALE - WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.P05T- B2 -4 05T = B 2 4 _ ,/ 11 ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MP5oN // / / / \ * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER 05T GAP -C "0 - - - - // / / \� - �JJ I 1 // ,/ , // I I z z ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. �C — i///// / // ANCHOR d — T�` ,// // // / J� I I I 11 4 o cn ng g THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND 51MP50N o — I ///j/// ///////� �q- I I L -1 I� -II `i' z `n u' a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR ( / // // // I + 12" E HT. z z z O z z � N LU AE3U66 POST L� J // / // /� II 1 o O O i= o O z � w SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN _ I_p i// ///j y/ ///// I II Q9 I L J + 12" HEEL HT v-, v-, �n v_, u_, a Q BA5E(TYP /// // // // IL- — –1 > > > w > > N DESIGNED AND INSTALLED TO PREVENT ROTATION AND ALL COL"y) OH. N ( /OTE // //j//j j 1 I I 1 �� w w w w m I PROVIDE LATERAL STABILITY IN ACCORDANCE WITH /j//,/ / III ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCAI I I j jj j j/j j j j j jj j vc�i Lu 511?EWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCS►) GUIDE II'-O" PL HT LOWER ROOF TO GOOD PRACTICE FOR HANDLING, INSTALLING \ /// — / // ///// I BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. / / /j/� - -- - -- . * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS WEAVE ROOF SHINGLES AT I 2 HR FIREWALL BELOW ROOF - OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN / / ,, /// � % 1 ON TRUSS DRAWINGS. 4 0 NOTE "R" I " / // // /// i 1 I I I I 1 NOTE: INTERSECTING ROOFS I ' I 1 CARRY TO UNDERSIDE OF - 20-3 HSP PL HT * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED, B I �/ j// ///j// I I I I I 1 11 Z T I I TMP EST ROOF SHEATHING - DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY 62-5 Ti'-o' PL HT. I, p„ __- __- -_ - _ -_ - - - - - - - - - - / //� _ I I p INTER5EGTION OVER IGE 5HIEI_D I MEMBRANE GARRY MEMBRANE MIN. 24 1 1 WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. _ // ////// r - _ - - - - L I w } OUT IN ALL DIRECTIONS OF I N PROFESSIONAL. II p z o o /// /// ////// I „ I O m INTER5EGTION - L- 4 0 %/ // // // too "R o 1 1 * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS [ N //,// / / ,/� f w w I z AND METHODS OF ERECTING THE TRUSSES. THE �' Io'-o°HIP'WIDTH ;/ // //// /� /' ( III > Y // /d / /// / U p; z W Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY LU 4 I Lu_j BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 8'-q" PL HT. 12 12 ANVER5EN 244b DH j///j/ /j//� q(— I I 12 Z U m W–a INSTILLATION OF THE TRUSSES. ABOVE FLOOR 110.53 ,y� X10.53 I IN GABLE END WL ////,/ // /,/// / I q 4.4 ROOF TRU55 -m I RO:2'-4"X 4'-b" — — — — ////// ,/ /// o / - _ _ _ 1 - - - - - I I1 10'-0" PL HT. CO O �? T'E'G L- — — — — — — �/ �_ �� - -_- - -� r + 12" HEEL HT. w 4 I , O SS '// / // n'-0" P HT. 2 ° I I III o Q HIP RAFTER, IOH. � k� ��� o %///%/ //' 12" HEEL HT OH. $ 51MP50N HGP HIP 5EE PLAN �v "�GS // / Q o I I 200 ❑ CORNER TIE Q` NO R S �� " " 10-0 PL HT. i NOTE R .. _ y Il'-O" PL HT. e.- 2'-0" 51DEHAH ABOVE LOWER " 12 12 << I1-01, + 12 HEEL HT. B OR I 1 12 III B CD 10.53 F 10.53 pN B-5 I I q � m ROOF 11'-0" PL HT. I q'-O" FRONT GARAGE I L - - - J I z w ° WALL PL HT. ABOVE PL HT. - O ° o 0 6" L - — — 6" o FIRST FLOOR 10I2�HEEL HT. L - -�__ - - __�- - J Z 1 0 OH _ OH No �o 0o wp \� ED4 TRU55 RIDGE W/VENT I U . SCG �O.ERrcy F– ? �.n– SAL fn IT 1 (15' PORCH)2 HR 5EPERATION NEXTERIOR HALL UNIT 2 , U DETAIL 4 AREA OF ONE ROOF WALL PER UL#336 ROOF WEAVE 3 HIP TE HIi� E'UILT OVER ANOTHER - (MAGNOLIA) A SEE DETAIL I/FW 2 MODEL B (JUNIPER). ❑ a3�,° 0 TOfi� SLA MODEL B 2 B2_5 ( � �fiN w� DETAIL NOT TO SCALE - GONNGTION - B24 24 OB NUMBER GUTTERS 4 LEADERS NOTE R: w2016023 INSTALL IGE AND UNIT 1 UNIT 2 DUET CLUSTER ALL GUTTERS $ LEADER5 5HALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF � SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. GAUGE, GUTTERS 5HALL BE 5 SEAMLESS, O.G. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES YJ/ 12 MIN. HEEL = • MANUFACTURE'S ROOF TRU55E5 © 24 O.G. HEI6HT5 (U.O.N.) @ 24 O.G. RELATED REQUIRED AGGE550RIE5. LEADER5 5HALL BE MIN. ROOF TRUSSES 24" O.G. " " B- 15 (MODEL B- 2 )_ ROO;F PLAN z SPEGIFIGATIONS TO (MODEL )2"x3", .02-1" GAUGE W/ GLIP5 $ ANGHOR5. CAULK 4 SEAL ALL MAINTAIN PRODUGT DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 ENGINEER PE516NED BY TRU55 1/4 =1 -0 0B2 � 4JOINTS. PITGH GUTTER5 MIN. I/S"/FT. PROVIDE P.Y.G. REGEPTORSWARRANTYENGINEERw 8" ABOVE GRADE TO REGEIVE LEADER5 (GL05ED GAP DE516N). o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R OPTION#I CODE 5EGTION 706,6-EXCEPTION 4: 48"MIN 48" MIN ^ , FIREWALL MAY TERMINATE AT UNDER5IDE ROOF OPTION#2 ~ V� DESIGN ®o ���� SECURE ROOF SHEATHING TO G-RUNNER TRACK W � E 5HEATHIN6 IF FIRE RETARDANT TREATED CODE 5EGTION 706,6-EXGEPTION 4: 2"G-RUNNER TRACK2" -CAULK FOR 0 �A]C,I. RATING - Z HR. 5HEATHIN6 I5 INSTALLED FOR A 015TANGE OF FIREWALLS MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#I 4'-0"ON BOTH 51DE5 OF FIREWALL UNDERSIDE OF ROOF NON-RATED U FINISH RATING - 120 MIN. 5HEATHIN6 PROVIDED THE ROOF 15 METAL ED6E FLA5HIN6 OPTION#2 O � (� SSC RATING - �l SEE ITEM 7 48 48" PROTECTED WITH 5/8"TYPE "X" SECURE WALL SHEATHING TO 0 U n ( ) 6YP5UM BOARD DIRECTLY BENEATH TYPICAL ROOFIN6 z ^ 1 THE UNDER5IDE OF ROOF 5HEATHIN6 G-RUNNER TRACK ROOF TRU55 O W N 'o v AND 15 SUPPORTED BY 2" LEDGERS I-- 11 '\_\ / XATTACHED TO THE 51DE5 OF ROOF ■rI U ,�CC-4 FRAMING FOR A MINIMUM OF RAKE BOARD -TYP p 015TANGE OF 4'-0"ON BOTH 51DE5 , 2' H STUD TRACK AND OF FIREWALL.ALLOW NO OPENINGS IN --------- --- -- — CD Z �n r ^- f '^•� ''. G ULK FOR SMOKE T16H OPTION #2 ROOF WITHIN 4'-0"OF FIREWALL TYPICAL SIDING --�x ---- - --�x z0 Q X c M %� :', 'y. . JOINT OVER EACH ROOF U55E5®24 O.G. SHIN6LEI�TO BEAN MINIMUM B ROOF I "t ` U = `o(' N � M: •E,••••., I,,••....,•,.•,•.•.•,••••••• ••••...••• .i ,.,�-......... �r y 2x4�Tl1DS CONTINUED TO ERNVE 12 VERTICALLY k 12 HORIZONTALLY co ^ 00 ..�_..__. _ ...................._......... ................... .......w.+w......,....___—..___-_____---•a__-i----..--. ---j-............. ^ i- ............... O�R60F 5HEATHIN6 HIDDEN ❑ U �� .. .....� ._................-...........---.. ...._..... .. '-•---•---.....-• - _ _.. -- 2x4 LEDGERS W/ M . ..... rct ----...... . . . OPTION#1 ) co j Iti a } tPT #2 law ;, n I, .,; �..;:, ,:• AlAI� SPACE EA. SID OPTION#2 z 2"x2"x2 Y2"LONG a. ... ... ....-_t,w'1 .............. ......_.... .� ---- ..L._ -- xwm� X 0 063 U56 ALUMINUM INSTALL "TREATED PLYWOOD SHTG "' BREAKAWAY CLIPS FOR MIN 48"OUT, IF LOWER ROOF 15 a.....-•-•• A t ••• � :��}; �- •-••. GYP. BD. OR MINERAL " LESS THAN 30 BELOW HIGHER ROOF SECURE ROOF 5 ' WOOL FIRE BLOGKI SHEATHING TO TRU TYPICAL ROOFINGCONFIGURATION A 3 I/2" (R—I3) BATT ASW CLIPS OR .O(3 USS - _- - -Li ALUMINUM _ 063 USG ALUM ALUM ANGLE CLIPS -----------Tx x�----------- BREAKAWAY CLIPS o 1_EXPO S1:D TC)F'IRF FROM AREA Sk�J'.��?�.TION. 1• AT.J.:SUM: " I AIR SPADE DOUBLE H-STUD TRAGK I"AIR SPACE I"AIR SPACE � j t 2 +i - _` 3 SCREWED BACK TO BACK (2)PIEGCS 6.P.TO K I FIREGUARD 1/2"GYP.BD l../ TYPE X 5HAFTLINER, TER PROOF Z DOUBLE H-STUD TRACK 5GREWED FILL 1"CAVITY AT FLOORS AND O f �, �,F3 `• FIN15H ON BOTH ---www,.a:i w ---------------%t------------t ._,..----w `s . .. .--=„-------w_, ................. BACK TO BACK GEILIN6 w(GYP.BOARD OR MINERAL BOARDS w/FIBERG F rr•1,•• , — 1. . �- — WOOL FIRE BLOCKING SIDES AND EDGES U i -� f +I 1 ` Ln �' ` I” AIR 5PAGE p L " 4 �.. ..-� ... .................._ _ ' ._ TOU6HROGK I" 2" H 5TUD TRACK :::...............:::::: ::::..__........... : ::::................... ....:::::..-- 1 ...... —........~. (2) PIECES G.P. _ ti ..t - ...... 4. FIRE6UARD TYPE "X11 5HAFTLINER, _ O m } ,� �.......----- r,a 2x4 P.T.SILL PLATE 1,�, - t _ `w WATER PROOF BOARDS W/ El r'�` `` �'�'�" FIBER6LA55 FIN15H ON BOTH 51DE5 1 .�: . ..._ .. ----.. .:L..'--_....... , �'� ..,...,...' FIRST FLOOR __...._�__......... �ti v... cr�.........._._._..,..,„�;i�...... AND ED6E5 ■ 1 1^I I.-A'F AIS. SP,c Cti � : „_�. f ti � 3/4” T4-7055 % OPTION#1 SUBFLOOR - GLUED d CODE SECTION 706,6-EXCEPTION 4: RIM J015T PER FLR JOIST MANUF. 50REV ED - RUN = �--� GONTINUOU5 BETWEEN - - JOISTS PER PLAN FILL I"CAVITY AT FLOOR5 AND GEILIN6 H/ ROOF TRuss FIREWALL MAY TERMINATE AT CONFIGURATION �. PLATE5 AT EXTERIOR ' ',,.- 6YP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF SHEATHING IF FIRE O WALL = (2) 2x4 P.T. 51LL PLATE BLOCKING 063 USG ALUMINUM RETARDANT TREATED SHEATHING IS I.;s IkC)SF.E}i'{.) FIRE FR0M �.fTF'E=R II3E BREAKAWAY CLIPS IN5TALLED FOR A 015TANGE OF 4'-0" :.,. ............................ ...........................�..,.........._.... ON BOTH 51DE5 OF FIREWALL a w 31411 �,+• .�� '� (R-13)CLOSED CELL 5PRAY FOAM IN5UL �'y- 1110 ANCHOR BOLT5 (14" LONG + W A i R S E'�' C I: w I,�.,, AIR SPl1C•E ...............r ��.,� ;...,..._....... AIR $PAC:t ALON6 IN51DE FACE OF FND.WALLS-FULL HT ° 3^ HOOK,8" MIN EMBEDMENT) OR OPTION#2 � ° CODE SECTION 706,6-EXCEPTION 4• � I OR DRAPED BLANKET INSULATION a ADHE5IVE ANCHORS W/3"X3"A" WALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF m WASHER PL 24" 0/G. NON r ,,: !,'i1 E > I.;•,w''.,+�,,`y lr, ! i;�1 1 (I) 4 HORIZ.REBAR ° a -RATED 5HEATHING PROVIDED THE ROOF IS PROTECTED WITH ❑ F T '�J,'J}''+I;` �'"K I y�\,''�`�. I /;',t I OF R00 SHEATHIY NG AND IS SUPPORTED BY DIRECTLY 2" THERUNDERSIDE 1 .I 2 HR FIREWALL SEPERATION DETAIL _ ; ;t 1 y { ; ; ; ' j (U 4 HORIZ.REBAR® MID BASEMENT q " I '�-, �_. •,....,_ %.% :J/.,,! 4. 1 ,. r= HEIGHT OF WALL STORY ('L:`' ;� .` ; , • _ , �,;'•' .',k 1 FW2 DISTANATTACGEE OD4-0"THE SON BOTH SIDES OF�FIINREWALLR ALLOW NOS l 1 ..�• :ri. N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOGATIONS OPENINGS IN ROOF WITHIN 4-0 OF FIREWALL EACH SIDE.MINIMUM !'J: }_jr',i �\y ' ,. `t ', •r y tkt> i ,.F-���r�,.f�� � i n " u U • i�,� � '-�" '�• 12 FOUNDATION WALL ON 24 x12 TYPICAL BA5EMENT SLAB GLASS B ROOF SHINGLE TO BE INSTALLED. `; , __ y ,;,ti-4�` I `''�,,� , ! ;,,t••'' P.G. FOOTING ° +'4"P.G.SLAB(MIN.2500 P51 5TG RATI NCS .. "' . 1 • i�'`,�,`•`+`'�i ;` ~'` "`s (2 L°::::. _/Jam( �; I ",,: 'L .. •'1 ° .006 MIL.POLYETHELENE U56 BROCHURE 5A100 (FIRE RE515TANT OPTION#1 Fa- : , s.._.• ;3, . . 'r 's , ;, 1 : d VAPOR BARRIER A55EMBLIE5),_n : • •/l -r-�. . i L t ,;• + ! ' : ' •..•' ° T CODE 5EGTION 106.6-EXCEPTION 4: TO 95%DEN511Y 7,I r it f/ 5 f i I t \i�, '-.5, ° °. ° a OPTION#2 U L ►'f+ % •' ' S ~1, ' i'� ,`I ; �;'; ,' .. t_ • PAGE 22 (AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF z x,t ; ! : !,+ �.` : 1 1;,. ' •.•• ° ° ° ° SYSTEMS) SHEATHING IF FIRE RETARDANT TREATED GODS SECTION 10,6,6-EXCEPTION 4: z W �`L: : TEST#i1L DE5 U341 F-ATHIN6 15 INSTALLED FOR A DI FIREWALL5 MAY TERMINATE g tJ I• "'F „ - .r 4-0 ON BOTH 51DE5 OF FIREWALL AT THE ° a ° UNDERSIDE OF ROOF NDN-RATED a 5HEATHIN6 PROVIDED THE ROOF 15 UO ° ° - A(OU5TIGAL PERFORMANCE = 5TG 60 4g� 4(j" PROTECTED WITH 5/S"TYPE "X" HORIZONTAL #4 ° TEST #RAL-TL-SS-350 6YP5UM BOARD DIRECTLY BENEATH ° ° BA5ED ON 2x4 FRAME WITH MIN. 3" ° THE UNDERSIDE OF ROOF SHEATHING ° ° a MINERAL WOOL BATT AT EACH 51DE AND 15 5UPPORTED BY 2"LEDGERS a ATTACHED TO THE 51DE5 OF ROOF 5EGTION 12012 OF 2015 IBG- WALL5, FRAMING FOR A MINIMUM OF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILIN6 D15TANGE OF 4'-0"ON BOTH 51DE5 A55EMBLIE5 5EPARATIN6 DWELLING 2' H STUD TRACK AN d OF FIREWALL.ALLOW NO OPENING5 IN i. Floor, Intermediate or Top Wali -- 2 in. wide channel Shaped with i in. long legs formed from No. 25 M56 gaiv Steel, Secured with Suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM CAU K FOR SMOKE TI HI OPTION #2 Roof:WITHIN 4'-0"OF F1RF_WALL fa5tener5 5 aced 24 in. OC. FH2 PUBLIG OR 5ERVIGE AREAS SHALL HAVE J I T OVER EACH 510E.MINIMUM CLA55 B ROOF 5paced SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. ROOF 5E5 0 24"D.G. 5HINOLE TO BE IN5TALLED 2. Metal 5tud5 -- 5teel members formed fronn No. 25 M56 goly Steel having "H" -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and 2x TU05 GONTINUED TO IDE flange width I-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 ROOF SHEATHING Q N N N M N U :� __ E #RAL-TL-88-3 50' STC = 60 60 � � o 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 I" AI 5PAGE EA. 510 p N N M M into "H" -Shaped 5tud5. G6G INC, -- Type 5LX. TYPICAL FRAME WALLS (2)PIEGE5 G.P.TOU6HROGK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX FIREGUARD TYPE "X"5HAFTLINER, GYP. BD. E E MINERAL U56 MEXICO 5 A DE G V --• Type 5LX. wINDOWD - BER6LA55 FINHATER PROOF 15H 80TH SIDES WOOL FIRE BLOGKI z z AND E06E5 ASW CLIPS OR .O(3 USCF z a g PROTEGTED WALL: (Bearing or Nonbearing Mall) g _— _ ALUM ANGLE CLIPS 0 0 0 ,°- o o Z ; w I 2 HOUR FIRE SEPERATION I„ AIR SPADE DOUBLE H-STUD TRACK > > > w > > o N 4. Wood 5tud5 -- Nom 2 by 4 in. max spacing 24 in. OG. 5tud5 cro55 braced at mid-height where nece55ary for clip attachment. Min 3/4 in. WALL SHOWN HATCHED SCREWED BACK TO BACK w m m v Separation between wood framing and fire Separation wall. 1065 HORIZONTAL CONTINUITY: FIRE WALLS SHALL BE GONIINUOUS FROM DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND N 4A. 5teel Studs -- (A5 on alternate to Item 4, not Shown) -- For Bearing Wall Rating - GorroSlon protected Steel 5tud5, min No. 20 M56 W FIREXTE wA4 To3ECO TI WALL BACK TO BACK GEILIN6 W/GYP. BOARD OR MINERAL (0.032a in., min bare metal thickne55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gaiv Steel or No. 20 M56 (0.033 in. thick) WOOL FIRE BLOCKING a primed Steel, cold formed, Shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel ' I" AIR 5PAGE— - UNRATED V 2^ H-51UD TRACK 5TG RATING � Structural Members by the American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall o55embiy, including wlNDow (2) PIEGE5 G.P. TOU6HROGK 111 U56 BROCHURE 5A100(FARE RE515TANT F•..� the axial design load of the; 5tud5, Shall be c5 5pecified by the Steel Stud designer and/or producer, and Shall meet the requirements of all CODE SECTION 706.5 EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE z H applicable local code a ende.5. The max Stud 5 ocin of wall a55emblie5 Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling _ __ WATER PROOF BOARDS W/ A55EMBLIE5)(A pp g p g 9 UNSPRINKLERED BUILDINGS: FIBEROLA55 FIN15H ON BOTH 51DE5 GARAGE PAGE 22 (AREA SEPARATION WALL W tracks with 1/2 in. long Type 5-12 Steel 5crew5 on both 5ide5 of 5tud5 or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED 5Y5TEM5) 2 H A151 5pecifIcotion5. Top and bottom tracks shall consist of Steel members, min No. 20 M56 (0.032q in., min bare metal thickne55) steel or min 5HEATHING TO EXTEND 4'-0" ON )( GORE SECTION 706.5 EXCEPTION #3 AND EDGES UNEXCAVATED TYPICAL 0 TEST#UL DE5 U341 O m BUILDINGS EQUIPPED W/NFPA 13 OR 6ARACE SLAB � BOTH SIDES OF FIREWALL AND _ - ^ o No. 20 656 (0.036 in. thick) gaiv Steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a Sound Structural connection between NFPA 13R SPRINKLER: 4"P.G.SLAB(MIN'350°P5t coNW AGOU5TIGAL PERFORMANCE = 5TG 60 j H Y OFFSET WALL ° REINFORCED WITH bxb,10/10 W.W.M. 0 w Steel 5tud5, and to adjacent a55emblie5 Such o5 a floor, ceiling, and/or other walls. Attached to floor and ceiling a55emblie5 with Steel FIRE RETARDANT TREATED 5HEATHIN6 I a 0 TAMP E FILL TO q5%DENSITY TE5T#RAL-TL-b&-350 W W fa5tener5 Spaced not greater than 24 in. O.G. 5tud5 cro55-braced with Stud framing at midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END 8 WIDE x FULL (I)#4 HORIZ.REBAR ° 'SLOPE 6ARA6E 5LAB DOWN 2" BA5ED ON 2x4 FRAME WITH MIN. 311 z 3/4 in. Separation between Steel framing and area Separation wall. Finish rating has not been evaluated for Steel 5tud5. HEIGHT OF FIREWALL --+ TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH SIDE a 4B 5teel 5tud5 -- A5 on alternate to Items 4 and 4A for use in Configuration B only, not Shown) -- For Nonbearin Wall Rotin Channel I I � � ° SECTION 1201.2 OF 2015 IBG- WALL5, Cn 4 Sha ed fabricated from min 25 M56 corrosion- rotected Steel min 3-gl/2 in. wide min I-I/4 in. flan es and I/4 in. return, s aced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 a l� Y PARTITIONS AND FLOOR/GEILING 0 �+ p p g p A55EMBLIE5 SEPARATING DWELLING UNIT5 in. OG. 5tud5 to be cut 3/8 to 3/4 in. 1e55 than o55embly height. Top and bottom tracks Shall be channel Shaped, fabricated from min 25 M56 N.T.S. OFF-5ET EXTERIOR WALLS FW2 _ FROM EACH OTHER OR FROM PUBLIC, OR ❑ corro5ion-protected Steel, min width to accommodate Stud Size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG a 5ERVIGE AREA5 SHALL HAVE A 5TG OF 50 w max. 5tud5 cro55-braced with Stud framing at midheight where nece55ary for clip attachment. Min 3/4 in. Separation between Steel framing and OR MORE. Studs. (1)#4 HORIZ.REBAR® MID ,° _ '_ area 5eporatlon wall. Flnl5h rating has not been evaluated for 5teel 2 HOUR FIRE SEPERATION ° . PROVIDED 5TG 60 0 � m 5. 6yp5um Board -- GIa551fied or Uncla55ified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME HAL WALL SHOWN HATCHED HEIGHT OF WALL STORY a i",P ANCHOR BOLT5(I4" 5tud5 with 1-1/4 in. long 5teel drywall naii5 Spaced 8 in. OG. Vertical joints located over 5tud5. (Optional) Joints covered with paper tape and ° EMBEDMENT) OR APHE151VE z joint compound. Nail heads covered with joint compound. ° NOTE: UL #336 EXGEED5 CURRENT FIRE CODE U' uVi 6. Attachment Gli 5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. le 5 Cli 5 Secured with Type, 5 5crew5 3/8 in. Ion to ANCHORS L 3"X" OI 5TANDARD5 AND REDUGE5 SOUND TRANSFER v� p g g , p yp g UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WASHER PL ® 24" 0/G. W -�E E b "H" 5tud5 and with Type W 5-'rew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS o GNS �Rc ,� AND DOORS 4. ° U ��, ��0 ERTcy •y�� 6A. Clip placement (Item 6) for Separation HoI15 up to 23 ft high. Space GIip5 a max of 10 ft OG vertically between wood framing and H ° Studs. 66. Clip placement (Item 6) for Separation walls up to 44 ft high. Space GIip5 o5 de5cribed in Item 6A for upper 24 ft. Remaining wall area Z -+ _ ° below re uire5 cli 5 S aced a max 5 ft OG vertical) between wood framing and "H" 5tud5. q 6t,. Clip placement (Item 6) for Separation walls up to 66 ft high: Space GIip5 o5 de5cribed in Item 6A for upper 24 ft. Space clips as a `n om 1 810 described in item 66 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 in. OG vertically 8" UNRATED SIDING (TVP) d ° ❑ R�EW't0� between wood framing and H 5tud5. HORIZONTAL #4 . .. ..... . ......................... .. . . 1. Noy-Bearing Wall Partition Inter5ection -- ,'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. ° a ° OB NUMBER IOd nul5 Spaced a max. 16 in. OG. vertically and fa5tened to one Side of the minimum 2 by 4 in. stud with 3 in. long IOd naii5 Spaced a max 16 CODE 5ECTION 106.5 EXCEPTION #3 UNITS 1 in. OG.Verticall . Inter5ection between partition wood 5tud5 to be flush with the 2 4 in. 5tud5. The wall partition wood Studs are to be GODS SECTION 106.5 EXCEPTION #2 a 2016023 y p � P BUILDINGS EQUIPPED i^U NFPA 13 OR NFPA 13R SPRINKLER: � UNSPRINKLERED BUILDINGS: fromeowith a Second 2 by 4 in. wood Stud fa5tened with 3 in. long 10d nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8 WIDE x QQ ' portitio inter5ection per Stud cavity. Non-bearing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. FULL HEIGHT of FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4-O 2 HR FIREWALL SEPERATION DETAIL @ GARAGE 5 (MODEL B- 1 5 ) ( SHEET NUMBER ON BOTH SIDES OF FIREWALL Q FW2 � *Beoringhe UL GlaE,51fication Mark 2 HR FIREWALL SEPERATION DETAIL 3 N.T.S. SEE GLUSTIR FOUNDATION PLANS FOR LOCATIONS 2 (MODEL B- 2 ) USG AREA SEPARATION WALL YSTEM UL# U336; Z .FW� 2 Last ) Aced on 2010-10-21 N.T.S. AT FLUSH GONDTION FW2 TEST #RAL-TL-88-350; STC = 61 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED