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HomeMy WebLinkAbout43188-Z UFFat/( Town of Southold 8/19/2019 P.O.Box 1179 C3 Q 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40627 Date: 8/19/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 22 Millstone Ln Unit 11,Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/25/2018 pursuant to which Building Permit No. 43188 dated 11/1/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit 11) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0065 6/12/2019 ELECTRICAL CERTIFICATE NO. 43188 8/16/2019 PLUMBERS CERTIFICATION DATED 8/7/2019 u Plumb' ont. Inc. A t ed Signature SOFEn��.c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • SOUTHOLD, NY "X01� dao 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#: 43188 Date: 11/1/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit 11, B-1 model) At premises located at: 22 Millstone Ln Unit 11,Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-11 Pursuant to application dated 10/25/2018 and approved by the Building Inspector. To expire on 5/2/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO -NEW DWELLING $50.00 Total: $1,754.80 Bui ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and stibmitted to the Building Department with the following: ,A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,'industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and `pre-existing' land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, ,Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) ,Location of Property: House No. StreetElamlet � Owner or Owners of Property: �� � ✓ .Q�t/.C.Q® pwwt L _ Suffolk County Tax Map No 1000, Section J _Aok . a f Block ® l' Lot bdivis'oN� ®� ck4 �"�—� Filed Map. "iv CPermit Noq?)/Y��Dateof Permit. p n Applicant: � Health Dept. Approval: '� ( i9 Underwriters Approval: ^� Planning Board Approval: Request for: 'Temporary C tiff to ;Final Certificate: r/ ;(c eck o Fee Submitted:$ / 1 4 p li nt Si, t e CONSENT TO INSPECTION y t—�' the undersigned, do(es)hereby state: Owner(g)Names) That the undersigned (is)(are)the owner(s)of the premises if T w of Southold, located at e which is 4hown and designated on the Suffolk County Tax Map as District 1000, Section IDA.®I ,Block 0 r ,Lot I_. That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Build ing Inspector's Office foZr the fllowing: ,o 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. i Dated: ('' nater � r nt N (Signature) (Print Name) ON Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • CoQ sean.devlin(-town.southold.ny.us ®l�C4UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address- 22 Millstone LN Unit 11 city,Cutchogue st. NY zip. 11935 Budding Permit#: 43188 Section. 102 Block 1 Lot 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Gas Duplex Recpt 46 Ceding Fixtures 22 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 6 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 4 Recessed Fixtures 18 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 36 Twist Lock Exit Fixtures 11 Combo SD/CO 2 Other Equipment LED UC Lights- Tranny in Basement, DW, Fridge, Micro, Washer, Dryer, Air Handler Notes. Inspector Signature: Date: August 16, 2019 S Devhn-Cert Electrical Compliance Form As S00 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 at L' 3, BUILDING DEPARTMENT AUG 1 4 2019 TOWN OF SOUTHOLD W CERTIFICATION Date:—A�4 , c) Building Permit No. Owner: (Please print) Plumber: A UkTCAV, DIU- VYN6Lnq (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plu rs Signature) Sworn to before me thisIf ILI, day of &'Lt4t , 20 11 C11 AWA FIORITA Rotary Public,State of New York Reg.No.01F163683U Qualified in Suun Notary Public, Auk—County Commission Expires oP souryolo - -- - -- ---- -- * # TOWN OF SOUTHOLD BUILDING DEPT. �o • ao `ycourm� 765-1802 INSPECTION F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION 1 [ ] CAULKING REMARKS: � C fou I q(tov DATE Y �� INSPECTOR 1\ / a0F SOUIy V r4 ir � O # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [V FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: OV4.1 vni ptvfw�o�l VIA DATE o - INSPECTOR) Liz, Ll tit FSO ��0 Ulyo V h� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: 00 ��� 01 DATE q) 3019011 INSPECTOR O�aOF SOUTyo < ( ea * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:, O k DATE &IZA&I ANSPECTOR a0F SOuI # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION , [ ] FRAMING /STRAPPING [ FINAL Nd [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: OW Fw- in 9xdvt-,,, DATES b INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDw, NY 11749 WWW.GRCHARCHITECTURE.COM '(631)864-3395 April 23, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 11 Permit No.43188 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. Respectf Ily submitted, -(FRED ARC tv�� oeERr�y�RL�j�C' G e- Cherveny,AIA, LEED AP P ncipal N 0238'► � yOQ�' OF NIr E� I ` i I AUG 1 4 2019 �! sJo- .o"`.l'i T � Pic i' rune Energy Rating Certificate Property HERS 22 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2019-08-05 Rating Number: MCI 11 22 Millstone Ln Registry ID: 320585106 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 50.5 $1042 67% General Information Cooling 0.8 $32 2% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 10.6 $189 12% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 21.8 $288 18% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 83.7 $1566 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 100 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under 1 Sealed Attic NA Exposed Floor NA `- �' AUG 4 2U'J9 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration R tg: 1256 Clg: 1256 CFM50 rrL -' fir.P/"� V,fr'i i Foundation Walls R-13.0 d B wer door n Michael Fauci • ;n30910 3= tr�-� l Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel N to as Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Elec ric 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 22 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-08-05 Outdoors Temp During Test: N/A of CAZ DepressurizationN( OTE: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: ,t Primary: Yes No❑ Type: Fumace❑Boiler II Heat Pumper other eating;��yst�m' s_ _ _-- Nr�:rw �' �- - FSS -'Y_ _ �,r>e- -�;F•,p:- .='s''� - '3, -.:=F`e ''��.�_, - YaYenhn T e�,� brad. =v =tS=lla e.< -�' ay""�ti �,�_� P VA ,�.� Sp e" .w'tr � �Cl¢iiW `�jti�y, - _ ,�F�;_ K4. - - - '�`- "tw•��- - w� -".11-de --��'"^ T[CI'+��'VDe-e':i'.^„z. .,:1,5,-r,_ ',S�.r •jr" .''Sf -,�.r�� �i 5?'r,�?n - K _ e-,s"- - - ,,.,tk^,bi „� .,� w f; >'” ;w.,,.,5•: ,.rte. ".1 r j. .,.Circler'LLe,1>aaPyy ascal,.� v,r9 orstGYi'se .; vra�` atziral; t r orslCaser _-.._aturdl.a,P Ratin95•0 N2P00❑E0 NQNoNIOSE✓ NSA Pa. Pass❑✓ Fai10 Pass❑✓_Fail❑ N/AppM N/A PPM M = vi z, Yes ❑✓ �: Standard Tank ❑Tankless ❑ 75.0 Style Common Vent r _ Size: :Y[at el�t9 Prima 4 No n Instantaneous❑Commercial (See Note5bek.) (Gallons) Stand Alone ✓ - - - - = �� -err. R.,a 'n".T e�-�� r' �- it `iliae�;`aiur'al -�_GO�>����--_-- GU:,rr -' T�eritt Q vn _ .,,Dat==-'w _ Ila ei:--�._��. —n�--� ,E� denµ 3FuelTviie� - �". �i--�-_,- - - Circler"e j~ ,asc'al' orsCase rr _. orse;Case atural (a YP)w �' ._,)_fru w,( )s; r_ (R' ) EF: 0.69 —NOP❑OaE_0 N❑MYQ✓ S❑ N/A Pa.� 1 Pass❑✓ Fail❑ „PassOFailF] N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No IZI Oven CO 5 PPM Ambient CO(During Oven CO Testing) PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Seater Style: Commonly Vented with Heating System or Stand,Alone(Independently Vented or Orphaned) 5 Water Seater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: ��� Date: 2019-08-05 Manual S Compliance Report Job. wr1917tsoft, 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: 22 Millstone Lane , Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 14365 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 2523 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 16888 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 102%of load Latent capacity: 6300 Btuh 250%of load Total capacity: 21000 Btuh 124%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 29798 Btuh Entering coil DB: 63.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 700 cfm Output capacity: 36800 Btuh 123%of load Temp. rise: 0 °F Meets all requirements of ACCA Manual S. 4-wrightsoft® 2019-Jan-04 14:37:57 Z; ewr.�,e, ..x.a+=^r�ca, RightSude®Universal 2018 18.0 32 RSU20066 Page 1 ACOA .mor Model B1 MAN JSD\Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W Residential Plans Examiner Review • Form RPER 1 ACC—;Ke forSystem Design • • 15 Mar 09 �k 0�xd�afy cmt.#as rfar�ata Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes o No OEM performance data(heating,cooling,blower): Yes E] No F-[ Building plan#. Manual D Friction Rate Worksheet: Yes E] No n Duct distribution sketch: Yes Ei No El Home address(Street or Lot#,Block,Subdivision): 22 Millstone Lane, Entire House HVAC LOAD CALCULATION (IRC M,1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 *F Orientation Front Door faces West Indoor temperature: 68 *F North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 29798 Btuh Number of bedrooms: 2 Conditioned floor area: 3318 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 *F Indoor temperature: 75 *F Windows .Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain: 16324 Btuh Internal shade: none Blinds,drapes,etc -Dave, Latent heat gam: 2867 Btuh Depth. 1Niridow Total heat gain: 19190 Btuh Number of skylights- 0 ► • e0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace ETuipment type: SplitAC Heating cfm: 700 umace,Heat pump,Boller,etc. it Conditioner,Heat pump,etc. Cooling cfm: 700 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airnow Heating output capacity: 36800 Btuh Total cooling capacity. 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION •i Design airflow: 700 cfm Longest supply duct: 200 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 171 ft Trunk duct Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 371 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct- Round flex metal Friction Rate=ASP+(TEI.x 100) declare the load calculatioR,equipment,equipment selectionand duct design were'rigorouslyperfor med based on - building plan listed above. I understand theTclaims made on these forms wifl be subjectto review and Verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, Municipality `Home qualifies for MJ1AE Form based on Abridged Edition Checklist 9—wrighiks®Sty Rig ht-Sude®Universal 2018 18 0 32 RSU20066 nwier'ro,A,Luewe+.mrk ft Load Short Form Jab. - - wrightsoft Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone*631-2442627 Email.rbdelfino@energytestingservices.com Project Information For: 22 Millstone Lane , Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/983 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 2 205 1594 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8 3 M bath 109 1805 538 48 27 M bed 417 5429 2576 145 130 CL 10 0 0 0 0 Foyer 75 1020 323 27 16 Mud 44 436 140 12 7 Kitchen 145 219 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216 4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -`T`'=!"tsoty 2019Jan-04 14 37 57 Ati��p, 4MIdVbn,4ra+M•ryWnpvry Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACM...mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces. W Stair 0 43 246 12 7 1 Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 Equip. @ 0.88 RSM 12641 Latent cooling 2523 TOTALS 3318 29798 15164 700 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrightsoft- 2019Jan-04 14.37.57 an.A•re Ad.iwvwam .q Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 %4CC�..mor Model B1 MAN JSD\Rimor Model 131 MAN JSD rup Calc=MJ8 Front Door faces: W Project Summa Job: - - Wrightsoft° 1 Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-2442627 Email.rb.delfino@enerWestmgservices com Project • • For: 22 Millstone Lane, Cutchogue, NY 11935 Notes: Design Information_ Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 'F Outside db 83 'F Inside db 68 of Inside db 75 of Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3544 Btuh Central vent(56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 12641 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/983 cfm Structure 1376 Btuh Ducts 0 Btuh Central vent(56 cfm) 1147 Btuh Heating Cooling Outside air Area(ft2) 3318 3318 Equipment latent load 2523 Btuh Volume(ft3) 19660 19660 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 15164 Btuh Equiv.AVF(cfm) 83 38 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -'l'-wrightsoft- 2019-Jan-04 14:37:57 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 XM mor Model B1 MAN JSD\Rlmor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W N Level 2 FE 150 cfm 0,111 cfm K79 cfm Living Breakfast Bed 2 adiab K98 cfm Great room Mchen �7 3 cfm 101 cfm Bath 2 1\33 cfm Mud 1 Laundry Foyer k32 d CL v 9 cfm Foyer Exhaust Stair 2 Fan Model L150 10 Cfrr 56 CFM Energy Star Continous User Timer M bath K58 cfm Garage 174 cfm M bed Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 1 1648-A Locust Ave RghtSude®Universal 2018 22 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 N JSD 019-r n-04 14:3MAN JSD.... r.b.delfino@energytestingservices.com N 7� Level 1 10 x 16 1217 cfrn 1 225 cPm adiaba 0 14"� 26" Bsmnt 26"1 26x16 Makeup air 56 CFM Skutlle Model 2161 12 x 16 ------------- Stair 0 %4 8 d 1 Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 2 1648-A Locust Ave RightSuite®Universal 2018 22 Millstone Lane Bohemia,NY 11716 2 3218.0.32 R 14.38:09 Cutchogue,NY 11935 Phone:631-244-2627 r.b.delfino@energytestingservices.com ...N JSD1Rimor Model 131 MAN JSD .. Duct System SJob: �-J- wright_soft_. emummary Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-2442627 Email*rb.delrino@energytestingservices.com Project • • For: 22 Millstone Lane , Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.005/0.005 in H2O 0.005/0.005 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length(TEL) 371 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bed 2 c 1311 51 79 0.003 8.0 Ox 0 MtFx 42.3 140.0 st2 Breakfast C 1833 51 111 0.003 10.0 OX 0 MtFx 34.0 160.0 st2A Bsmnt h 6787 217 46 0.003 14.0 Ox 0 MtFx 32.0 130.0 st2 Foyer h 1020 33 20 0.003 5.0 OX 0 MtFx 9.3 165.0 st2 Great room c 1614 61 98 0.003 9.0 Ox 0 MtFx 17.5 150.0 st2 Kitchen c 1676 7 101 0.003 9.0 OX 0 MtFx 17.3 160.0 st2 Laundry c 524 10 32 0.003 5.0 Ox 0 MtFx 25.0 175.0 stl Lav h 287 9 2 0.003 4.0 Ox 0 MtFx 15.0 165.0 stl Living c 2478 139 150 0.003 10.0 Ox 0 MtFx 30.5 150.0 st2A M bath h 1805 58 33 0.003 7.0 OX 0 MtFx 21.3 140.0 stl M bed h 5429 174 156 0.003 12.0 Ox 0 MtFx 30.3 130.0 stl Mud h 436 14 9 0.003 4.0 Ox 0 MtFx 18.8 175.0 st2 Stair h 246 8 1 0.003 4.0 Ox MtFx 15.0 150.0 stl Stair 2 h 307 10 3 0.003 4.0 Ox 0 MtFx 11.5 160.0 stl SupplyDetail Tab.le Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 189 261 0.003 235 17.1 16 x 10 ShtMetl st2 st2 Peak AVF 572 614 0.003 213 23.6 16 x 26 ShtMetl stl Peak AVF 268 226 0.003 201 17.4 16 x 12 ShtMetl Bold/ifalic values have been manually overridden Wrightsoft@ 2019-Jan-04 14.37:57 RightSuite®Universal 2018 18 0 32 RSU20066 Page 1 ACM...mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces, W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 615 793 170.5 0.003 215 26.0 Ox 0 MtFx rt1 rb3 Ox 0 225 47 138.3 0.003 210 14.0 Ox 0 MtFx rt1A TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 225 47 0.003 210 14.0 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0.003 228 26.0 0 x 0 ShtMetl wrightsoit, 2019-Jan-04 14 37:57 d.;—, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ..mor Model B1 MAN JSD1Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, i Louis DeSantis President —..� t":% ..t.:. ;, i of a ��� �• a AUG 1 4 2019 00 XOT111 A, 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 GRCH .ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, IVY 17749 W W W.GRCHARCHITECTURE.COM - 631)864-3395 November 14, 2018 Town of Southold Building Department -' `r-' y!.' a L4 r� I , 53095 Route 25 PO Box 1179 AUG 1 4 2019 Southold NY 11971 Attn. Ms.Amanda Nunemaker ��-; Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New 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 ?Cherve. d, D ARC �5 5SRT C y/)' EED AP 9�. 02381'3 0� FOF N��y�l GRCI-1 ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANMA, NY 11749 VWVW.GRCHARCHITECTURE.COM (631)864-3395 April 29, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 11 -Permit#43188 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. R ectfully s bmitte,d, � D ARC�RE 0gERT c& CIA Glen erveny, LEED AP Prip y 2i-�cF 1 LP '9 0238AC Q T��F NE�y `j , ; AUG 1 4 2019 -� 9pl -3 i APPLICANT: S.C.T.M.# 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contracroq Ocher) —D,.n ��SISt�+i' 6r! �y NAME: 14 eaRy a PJ Section Block Lot STOR y11_�yV'CSS.i1.ER FINAL " r:ux i e t3 r (031 GIs 2(00 Date: 1� "«�,� HNSPECTION REPORT ORT FORM COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA ®ISCHIPPIN OF SITE WINE T®BE COMPUTED YE NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing& Area of Proposed Land Disturbance. -1�; J<' �RVS'i'' c. Condition of Stockpiled Soils. d. Verification of Size&Depth of Leaching Pools. ( �� e. Verification of Drain Pipe Installation/Concrete Parging. CUW03 �U AI U 0 , f, Driveway Installation within the Town ROW-Highway Specifications E.:`( _ i =1r � gor— g. Final Site Grading-Effect on Adjacent Property — _�., R �h. inspection of Gutter& Leader System-Drainage Piping i,^_ I��"")(. _ i. Instalation of proposed Swimming Pool and discharge ring. ��( jj j. Inspection of Construction Enlrance/Staging Ai,ea(s). k. Location of proposed concrete washout area(s). J IJ -_�]� � �Q :1 1 lII31 lfistlrctlon 1{f•nUil lnR�l be COn]f7iClt:rl pilOi'LO i::;il.]IICt'bl (.Gl(111Ca1C i!1(,�cculaanr�• ThealitUlicani has threeopliwLsfrJrccriil'hoatusnottlrmr icr installations . OPTION : 1. Certification of Drainage installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION*:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION*:3 Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION g: 1. OPTION*:2. g Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement ( &Sealed by a Registered Design Professional Licensed in the State of New York, of all drainage structures with appropriate background indicating location kProfessional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading." = ! Town Engineering Department. ] , i TOS Review NOTES: TOS Review NOTES: COM FLA 9M 0 ti LY) FOR ENGINEER] (_; DEK-M3'1'. f LNT USE ONLY i Additional Work is Required for Approval. 4 � Reviewed& Li SMCP Installation is Not Complete. (See Notes Above) r t Approved Br. — — — — — — — — — — — — — — — — — — = .'- - Stormwater Management Plan Installation,has9beem Date: Inspection _ Completed & Approved by the Engineering Department. 3 _ FORM * SWCP nspection Report Form-TOS October 2014 AMOUAL- ALL N �rl ! t ®F'FI[C E LOCATION: T�I�AIII.II�T(G ADDRESS: Hall orf.? P.O.Box 1179 Town Annex :; fir ;!; �'f~4 -- Southold,NY 11971 54375 State Route 25 (nor.Main Rd.&Youngs Ave.) Telephone:631765-1938 ty Southold,NY www.southoldtownnY.gov ipJiaANNIN Uf]BOARD ®F"'ICIE TOWN OF SOUTHOLD July 16 2019 AUG 1 4 2019 Mr. Henry Alia Rimor Development LLC P.O. Box 908 is ��;r, P Cutchogue, ICY 11935 Re: Site plan Inspection for Certificates Of Occupancy UnKs 9 through 12 The Heritage @ Cutchogue alta Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 9— 12 of the above- referenced Residential Site Plan have been completed based on submitted materials and the site inspection made on July 12, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of occupancy for these four (4) units_ Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully,, ���)D .- Donald J. Wiloanski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager • • • • ��� • � rompTME FOUNDATION (IST) �� ..1� --------------- 'FOUNDATION (2ND) r ;El IRP INSULATIONUAW— ROUGH FRAMING PLUMBING J ■ • ■CODE M s� COMMENTS �1`. w. 10, .l WWRAWAl -IMUrablINI ■ ■ a TOWN OF;SOUTHOLD t ? ':' _ BILI 3IIvTC'z`PER,vleMAPPLICATION CHECKLIST BUILDING DEPARTMENT -•Do you;have'or need the following,befomrapplying? TOWN HALL Board of Health SOUTHOL•D,NY 11971.- 4 sets:ofBuilding Plans TEL: (031)765-1802- Planning Board approval FAA: (631) 765-9502 -- Suryey Southotdtownny.gov , ``�PTRIV1yT X30. 4� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 1, 1, 11 2-0 D Single&Separate ® � Truss Identification Form OC 2 5 201 Storm-Water ssessmentForm Contact: Kf hap, Xm09R.'r-AIr" Y • �C) .60� Approved ,20_B � ��j O ®� Mail to: (� Disapproved a/c Phone: 1,946 Expiration 20 Bu ector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets,or areas,and waterways. c.The work covered by this application may not be commenced before issuance,of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout,the work. e.No building shall be occupied,,or used,in,,whole or in part for,any-purpose what so ever until the Building Inspector issues a Certificate of Occupancy. „• =" 'r' '.r. .f. Every•building permit shall expire if the W6rl:authorized has not commenced within 12 months after the date of issuance'•or-has not completed wlthind-&-rtcnths from such date.If no zoning dmm irf hts or other-regulations affecting the propertyhave been enacted in the interim,the Building Inspector may auihorize;in N& i`fing;the-extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICA'T'ION 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 buitdinla additions,or atterations',or for removal or demolition a&herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or nan e,if-a corporation) (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 ItO �'�'� ® � t LG'C (As on he-tax roll or latest deed)-'=- If applicant is a corpor i n, signatur o duly a th zed ofc r - (Name and title of corp ate officer) Builders License No_ Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: I iD -�_ House Number Street Hamlet County,T x�l�ta_p;_No�.;1000 Section. O�+ 0 f " Block" 0 Lot. ,L., _t 1 w 'I Subdivision i r®s (a Filed-4ap�o. Lot 9 _. Srare existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Exisring use and occupancy b. Intended use and occupancy° c®sisal® yam'--SAO{ ' J. Nature of work- (check which applicable): New Building � Addirioi Alteration— Repair .- OIl Repair Removal D ion Other Work (, -1. Estimated Cost .1 (Description) r)L1lJ �e,_;'at� , Pe Paid on filing this application) if d\ti elling, number of dwelling units Number of dwelIin ;r; ts on each floor If garage,,number of cars �, �U' 6. If business; commercial or mixed occupancy,.IRe ci ''` natu re;and extent of each pe of use. 7. Dimensions-of existing structures, if anv: Front ear Depth HeightNumber of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories fi I I ( �7I S. Dimensions of entire new construction: Front —1 Rear Depth Height C) Number of Stories i L 9. Size or lot: Front Rear Depth 10. Date of Purchase —Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? Y S Iti0 I3. Will lot be re-graded? YES ANO Will excess fill be removed from prem ses? YES NO ✓ 14. Names of O%vner ofremises �L' Address P Phone No. 7 8—fib Name of Architect ---4e a4 Address 14 Phone No 69 6 S� — j r Name of Contractor 44 Address Phone No. --- 15 -1> a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "Y S Ivo x IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS IVLAY BE RE " RED. b. Is this property within 300 feet of a tidal wetland? YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10,feet or below, must provide topogra hical to on survey. I S. Are there any covenants and restrictions with respect to this property? YES NO x IF YES, PROVIDE A COPY. t `1 STATE OF NEW YORK) , SS: C0UNTY"OF = being duly sworn, deposes and says that(s)he is the applicant (?dame of individual sign i a contract) above named, (S)He is thet (Contras r,Agent, Corporate Officer,etc.) of said ov.-ner or o%.ners, and is duly authorized to perform or have performed the said work ind to make and file this application: that all statements contained in this application are true to the best of his knowledQ and bell f, and that the work will be performed in the manner ser forth in the application filed therewith. S«°orn to before me this CEY L. DWYER itiotary Public _ nat f. B STATE OF NEW YORK NO.'01 DW6306900 QUALIFIED IN SUFFOLK COUNTY C MMISSION EXPIRES JUNE 30,ZDa a, OFF JAN ING DEPARTMENT- Electrical Inspector e'p JAN 1 1 2019 TOWN OF SOUTHOLD _Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 -V OWN OF SO�r 1 I elephone (631) 765-1802 - FAX (631) 765-9502 roger.nchert(d).town.south oId.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - Date: Company'Name: 't"�'� '` Name: License No.: email: Address: 1174 Phone No.: JOB SITE INFORMATION: (Ali information Required) E Name: 16f�vk (d l Address: k Cross Street: V, Phone No.: Bldg.Permit#: j email: .ea,* a- Tax Map District: 1000 Section: ®a> 0 0 Block: 1 . 00 Lot: 0 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: 'Is job ready for inspection?: Y 6P / NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All information required) S 1 Ph 3 Ph 'Size: KV A # Meters 'Old Meter# Ne�S'er\(ic - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Lateral 1 2 H Frame Pole Work donelon Service? Y N Additional Information: 14 PAYMENT DUE WITH APPLICATION Request for Inspe tion F x s sufF forli Town Hall Annex Telephone(6311,765-1802 54375 Main RoadAW, P. O. Box 1179 Fax((631);;765-9502 f Southold, NY 11971-0959 r : YIF v ILDIN RTI IVY NOTIC KkUTILIZATION OF TRU - ,E LICY10N, PRE-EN ' ED 5 917 0 Wo 1) It WIN R'li, HER C014STRUCTION STRUCTION W Date: ' J A, ZXW& ;411 Owner�2-Xik, Pilo V, Fit MY '13 Lo;a p Uperty. c vzqg- P th Pleas I plicav W, Nit RIII V IM pouce that twi� on 101 jiu to q 01 arclal or resid cture e to bet r 4ons' 0 ziuuj referen (che.c MR cylp WU IN Pre d construction (PW) 511tet, P, j4pber vr �AA I�Ii�,N W, % Tkll fill 'M in the following location( che Hoorframing, inckidirp(gird eirs a beams (F) V7--�- Roof framing (R) C3 i Floor and roof I g (F it 14, zi ?VJ e, Signalure: Ir Rf Capacity (check applicable line): W!,;WNE, RW • p ,g,14 -X. 10 gA Owner representative TrussReq15.dGCX Effective 111/2015 Yt j CI d`f jii Va, 1 1` 1901.44' (DEED) 1904.80' (ACTUAL) F-PROPOSED MULCHED NATURE TRAIL NATURAL BUFFER (TO BE ROUTED AROUND EXISTING _ TREES WITHIN NATURAL AREA) C..5r�rrr -��rrirrr rrrrrrrr rr r rr rrrrr1�«rrrrr rrrr�����f�.�11 � rrr� rrrrrrrrrrrr � 5�BUFFER rr rr , 75' BUILDING SETBACK PROPOSED COVERED+ ^� 14' x 20' 16.7' PATIO (TYP.)' B 13 12 11 21Q• 61 g/ 61 z 10 EN EN W(lV-o"l.3+t�J�,ivy T:f',< 'l �• 41 '...s.+t3c' srDa,'+j�:v.� •E'�Ey�pa"1 J". N ;l y .y �', j� 2 ' F �g• i5 i y�„ag �k 'J, N ',.`{ •/' P ',v�'�"�+S'n4�`�+'try �'"Ci7�tWa4v�y, `ias>;t'a'a,” •'�1:1 i ���f��'��. � ;l� 'V TYPE B—D' RAMP R7-1 •:% ��"`.,�,' lip° � a•�� �°� , TYPE B—D RAMP � ,, „•c.;. ,''`, ,,�,�, °e I r (TYP R7—XR po ' A i VL /\\ iffTrA yrII ? All AN PIPE SHALL BE- 15- -CPP='WITH'A-SLOPE 'UF 'Ul 4 STANDARDS: SPECIFICATIONS l SHALL INCORPORATE THE PROVISIONS 3FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED i INSTALLATION PROCEDURES. , SIECTIONS TO BE 4 DR-18 WITH MINIMUM SLOPE BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED —"18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIIL SHALL B 3E MINIMUM 6 DR ; TAMPED IN LAYERS AROUND THE PIPE AND TO g 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 SIX INCHES BELOW BE COVERED THE BOTTOM OF TA M NHE I MUM DEPTH SERVICE CONNECTIONS TO BE 1 o COVER: ALL WATER MAINS SHALOF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT ,INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. WER/DRAINAGE LINES. ® BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED II MOVEMENT. BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA"S AND DRYWELLS. TO 41NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: ERVICES TO BE INSTALLED BY PSE&G AND o PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET WITH THE LATEST EDITION OF AWWA STANDARD C600. TION FROM ALL SANITARY APPURTENANCES. , DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST /DRAINAGE LfNE 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. j Habitable Garage Area H a rvest Pointe- at Unit Numbers Area {SF) (SF) Total (SF) 7-124 1,999 486 2,485 C u tC h 0 g u e 7 , 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York, 1,33,36,39,41,45 1,962 1,599 363 Town of Southold 5,47,49,50,52,54, Date Appvd. _ No Revision - •, :�`, 58, 59,6$, 72, 76 7/28/17 AVL i 13 TOWN/SCDHS REVISIONS i 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 4/22/17 AVL 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVIS10N5 x,42,44,48,51;53, — 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 7,60;62;64,66,70;. _ _ — - - - -- - _ _ - _ —3/27/17:- ="_Avi��. - -- ----- _ --- — =9'-- -TOWN-REVISWNS - - 73,74,75 - _ - . - _ - — 8 SCDH REVISIONS 3/9/17 AVL .., ..}v.,'•:,fa'„ t ,'%!,`i:7.5�;xk4Ch f�lt0 ��'mt�•i'sk�:'}'14.;j 4 7,34,37,43,55, ,; 6, ,w ,, v �' r.:. 1979 . 7 nR ..< _ - 1,599 380 . s xa ; : � - kx3;;:,: u 11,63,65,67,69,71 -” }, ` <. •A, gip,,,..t.,.., : '.r. �'"-w^„< „hc,.. Issued for Date 15,16,17,18 1,999 408 2,407 July 10, 2015 N/A 6,188 N/A 6,188 SUM 1000-102-01-33.3 � — , rawing Title • ! SC®HSApproval I [APPMROVED.—".12 I OLIe�'°OU DEPARTY04T OF HEhLTH SERVICES ; II II�i°FOR APPROVAL OF CONSTRUCTION RUCTION TOR A HM FARY RESIDENCE ONLY r •Orewing Number i` FOR WMIMUM OF N BEDROOMS of NE Cm4 EXPIRES THREE YEARS 0�IOA°I���APPROVAL � y Gq cr r'A I n i Sheet of i 9 2E iG -a A9OFESSIONP�. ...._.4 Project Number 29305.00 SC®HS Reference # C10-06-0013 I' " NOTES. j 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, 1 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF LU AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Z m 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 UALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION a COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED w 27 6' SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY IL OM 5 5' 15.0' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 0 .^- M 6 1 N 10 OIO 9 5' 2 7 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED d 10.2' N N 0 8' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 1 ^ N0.8SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 20. M i- 2 3' ' OTHER THAN VISIBLE PERMANENT STRUCTURES II ~ 150, 27' W Jz Z COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS S 59 000�c^rr C6 O O N RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, .7 54 nj RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED Z iz IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN LyJ 2 3' O Q I PERMISSION OF THE SURVEYOR 0 37.33' I-Z_-- __ THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL OMUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 7 M O L 2.31 PURPOSE V_ LL 0 60 O 11 11 2.0, li 10.1' j 15.0' ' S 64°11�s3„W 23, 2.7' 0 g' O 3 27.6' M 6 1 0 O �N 3.27' co cv 14 8' as 4 8 0. ' 8V,;,2 q D 0 15 0' 2 7' C45 Auodn�fcr CID JAN - 2 2019 C, ��° Q w S 65026'53" E QC) z ' I I TOWN of S® m-z 49.54' R=275.00' 7 167.99' (ACTUAL) N I � -fl �, LOr--w — — — — I S52055'20"W co y s mv�G w 0 ole m L6 C) V- N � mI M TOWN OF 12-19-2018 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR S40°52'38" E SOUTHOLD UNITS 11-12 UNIT DESIGNATION MAP OF 25.43' I HARVEST POINTE CONDOMINIUM 1 FILE NO.: 471 FILED Januar S52 55 20 W Y 09, 2018 19.37' —� - - --1-- - _ SITUATED AT OF NES CUTCHOGUE (D TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK z W S C.T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 11&12 u- w SCHOOL HOUSE LANE il CO o�� �' ti # NELSON & POPE cl) � w �'-' O 4 ENGINEERS & SURVEYORS -� 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 ` PHONE(631)427-5665 FAX(631)427-5620 No-05WWW.NELSONPOPE.COM �c 02 �®J v�f DRAWN BY: NP CADD No.: Q L A NO cJ 00026_I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 04-20-18 PROJECT NO.: 00026 1"=30' I L43W Y JI, NOTES• "V THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED E BOX PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF ❑ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE C BOX®® ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND DI CONC WALK THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ZRio ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION SLATE COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ,Z1 � O OA/C SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY J L) WSv o ¢ww 27.6' �, S.s' UNIT m n UW W �"�6.1 610.0. 9.5, H NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS N O p W W OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 10.2' "'fV o� of U PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 2 O ZO CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, cD I`_ 23' SU SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS BASEONE 2.0' — 1 Z OZ OTHER THAN VISIBLE PERMANENT STRUCTURES (u LU ciI o U W'4S DRIVE LU Z) rEU d s 59°00� BOR DER I C LLI COPYRIGHTpNELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS C RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, O 54 I/I/ ^__Q I O)CVi W N RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED CV N, U IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN � L� 37-33' 2'3 �' I M M LL Z PERMISSION OF THE SURVEYOR 0 1-0-U W W I �� ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT p O STONE BASE CD I ISL L IL 2.3' SHOWN M PAVER BORDER ^� � I�d �W oWSV 2.0' __�� Co N INR WELL, 3327,x60 hciw 2.3' wW 64-11'53, "W 27.6' 6.1,N 1a. N o° N 4V DI 8 6 4.8 UZ �� C6 CONC WALK aTE C]A/C UNIT a W 03 OCT 2 1 2019 ®F NES o R � �- S 65°26'53" E U >� w Q I o I 49.54' M I Z C R=275.00' � U) L=77.85' 167.99' (ACTUAL) Z= N I W LAND N D S52°55'20"W S W o old Do to L6 o I M TOWN OF 12-19-2018 FOUNDATION LOCATION Z (CI 7 0417-2019 FINAL SURVEY FINAL SURVEY FOR C S 40°52'38" E m I SOUTHOLD UNITS 11-12 UNIT DESIGNATION MAP OF 25.43' HARVEST POINTE CONDOMINIUM 1 S52°55'20"W I FILE NO.:471 FILED January 09, 2018 19.37' — �— _ _ SITUATED AT CUTCHOGUE U1 F TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK Z LU S C.T M.DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 11&12 LL W SCHOOL HOUSE LANE - NELSON & POPE C7 r, I ENGINEERS & SURVEYORS i 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.,INDIVIDUALS00026 S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 04-20-18 PROJECT NO.: 00026 1"=30' ! I ' D1 E ® mcg NOTES. TA' w A/C UNIT THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE W 276' PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE cv� ❑ NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, SOI W 1" WATER vi 1p 5 5' PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION SERVICE 61' p 9.51 Qty W IWU N O-9 "`���111 BD IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, N U 1p 2' N N � PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 0) I W I _ Z ,ri RIO Zr O PERSON,UNLESS HEIS ACTING UNDER THE DIRECTION OF A LICENSED aL9 J o '- ® > ,a.. PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF U W 2.o,----- O _ L/.I Z 2 3' ® cc C 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 w LLI I U� U` THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W W W t7 a) (4� I Z l j N FZUj 0 •s�0 y (D ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION LC I W Z N ) m 2 Q p 10 � (� ` () •C COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Q a,5 Z,oISEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY w 2.3__ (DI (p —a Cl) row Z=�w e& �w rn C � _ 'C+ , ® NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS W I,-�z O N U`" 35, pa UG Q� w � OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED I}0 Gs. ®e d � � O j 2 3' - ® N " a UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED w 0 I ir C) ? z 33' ® W QPJ ® w1 O C� AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE _ I O a v N N�+ ,o, I,_ �W U LU ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 7" 2 p' I AND LOCATED W CNI6m N U ry ?N 2ONi �, am.e ,Gy �. TYPICALLY INTHESAME TRENCH ACCURACY OFr2l1l8 LOCATION OF GAS AND 'UTILITY IS NOTY IS T GUARANTEED NOR IS S N M®_L 0) '~W_ u a THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP /j Ft;16,� 101, v Z EGRRESS y` � m CL �- CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR `J G[CFF o Z -Y WELL, 0: z Q co N p � Q FURTHER DESIGN DI 23' LZ EL LL! x 2. a 0- PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE _J IJ CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, s� 3 276' M 6.1' o o ems-• R/o 0 ® L- 3 9.Y' `C/ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS n7 N 14.81 NN hN ® $ .3.. OTHER THAN VISIBLE PERMANENT STRUCTURES J A �/ 6 "� z Q N _c.0-i < I .� COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS Z z (0 ❑ U >Q lb-V O} •C CCS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, C A/C UNIT I`v,a � C) ® 0)14/ y- RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED > m U� y_ {y ® IN OR BY ANY COMPUTER OR OTHER SYSTEM WRHOUTTHE PRIOR WRITTEN ,� Q m 1" Q[(/ham a �- PERMISSION OF THE SURVEYOR a� / \ �V CER T' U�cs A/C CON '�a 0) C p ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT O i Q �7,S21 65 v UNITO OpUROL y a> srlowN / LL co ? ^ 76, 6 h 17 1, U. U a ALL SANITARY PIPING 4"SDR-35,TYPICAL 41, Nq p o 62, c N N z v ao ® c SANITARY SYSTEM AS BUILT TABLE 4V�1 Qn o I N aN o STRUCTURE NAME TIE A TIE B Cd C9J �N a = k a UNITS#10,11 &12 2.11 Q / -441 78, r. ro�� �l , , 29,E�ro O z� oo ST-1 66.5 30.0 L Cl)�N �V UN 6 O "V ST-2 68.9' 35.7' c3„� SFR�gTFy��� maw ,v y 2� LP 78.7' 50.1' W lOE 2 '' _ r; E�RRFs O 2o, ,i'F 111E C19 lz lb C6 Q, 40 OAVI 10 71 ry ry oh �\ 7 2 2Q 3. _2 rn o'z'G�Q�ry , ;_� i V;1� ,-1 •� Lu ya / 4 J p' h rq G ti., II - 65' S 4)`V U2rn s�Q= � �� v ) - S Er I Wiser, tu 0* oN 2S, �IU� �i�o�G14 Te d v�_fL�i s J [1 / /j 6� �O AFO/Ypsl ,�h � �° AUG 1 4 2019 G,,7F E 0iF C�//a':�,r � ,:�k - r ,� y / a e: u a y�m• '\t19� O J5021' �1 � Qj Yl �89NATION LOCATION yR �Q� SANITARY A CO STRUCTED SURVEY FOR 03-14-2019 SANITARYSURVEY UNITS 10- U IT DESIGNATION MAP OF y nQ4V 03-25-2019 REVISED SANITARY HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FL.AREA SCTM DISTRICT 1000,SECTION 10201,BLOCK 0100,LOTS 9,10,11&12 10 R10-17-0064 1,599 S.F. 363 S.F. 1,962 S.F. I I NELSON & POPE 11 R10-17-0065 1,599 S.F. 363 S.F. 1,962 S.F. ENGINEERS & SURVEYORS 12 R10-17-0066 1,599 S.F. 363 S.F. 1,962 S.F. 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD NO.:INDIVIDUALSU VES06 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 03-25-19 PROJECT NO.: 00026 1 —30' Unl'�j l / 'ce DO NOT PROCEED WITH FRAMING UNTIL-SURVEY OF FOUNDATION LOCATION PL UMBER CER TIFICA TION HAS BEEN APPROVED: ON LEAD CONTENT BEFORE CERTIFICA TE OF OCCUPANC APPR VED AS NOTED 'r SOLDER USED IN WATER DATE:]/ /1 /1,6 # 3 j S ' �3I 9 SUPPL Y SYSTEM CANNOT FEE: iRf d BY; EXCEED 2110 OF 1%LEAD. NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: PLUMBING 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE �ALL'PLUMBING WASTE, 2. ROUGH - FRAMING & PLUMBINGA WATER LINES NEED`,:: 3. INSULATION I�G B FORE COUER1146 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOP, C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR TRUSS PIACARDING REQUIRED DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL COMPLY WITH ALL CODES OF INSPECTION REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TOWN 23A Must provide Manuals SOUTHOI D TOWN PIANNING BOARD D,J and S as per NYS Energy Code -(t ""-- Blower door OCCUPANCY OR and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICATE Eire separation OF OCCUPANCY required as per NYS Code DRAINAGE INSPECTIONS ARE REQUIRED All exterior lighting Contact TOS Engineering at 765-1560 before installed,replaced or Backfill,OR Provide Engineer's Certification repaired shall conform that the drainage has been installed to Code. to Chapter 172 of the Town Code R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE R405.1 U) 2017 YORK STATE U (FOR CODE Properties of Soil Classified According to the Unified Soil Classification System F- shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into R316.1 General. The provisions of this section shall govem the materials, design, application, construction and installation of foam plastic materials. Z 2017 NEI YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTNE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in UNIFIED SOIL VOLUME W R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall solL CLASSIFICATION CHANGE E 2017 NE# YORK STATE ENERGY CONSERI/ATION CONSTRWO CODE floor-ceiling assemblies under the following circumstances: SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL o bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine cRouP SYSTEM CHARACTERISTICS POTENTIAL EXPANSION D � 2017 NEI# YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KN* AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. sYMBOL U ai R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. cw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, � 2016, EFFECTIVE OCTOBER 31, 201 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 LITTLE OR NO FINES coo0 Low Low Q rte' 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than % inch gypsum wallboard. cP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW 0 V 2016 NYSEC (2016 (ECC 2ND PRINTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE OR NO FINES Z ^ ' r- TIT E 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD Low Low _Q W � Exce tions: LITTLE OR NO FINES L_ 0 a> co SECTION R101 P 2. The space is entered only for purposes of repairs or maintenance. sP POORLY GRADED SANDS, OR GRAVELLY SANDS, F- r U 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 LITTLE OR NO FINES GOOD Low Low 0 0� U > - 8, inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES 00 MEDIUM LOW 0 0 The rovisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low F- Cn . R101.2 p n ection R3 6.4 subject to all of the followin : -•- replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified I S 1 � g cc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low than three stories above rade lane in hei ht with a se arate means of a ress and their accesso structures not more than three stories above grade Z � w u� g p g P 9 rY R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms, 1. The thickness of the foam plastic shall be not more than 3Y inch. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low Q Q �J)°a a) plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U wo 4 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW = uo m M Work exem t from rmit include retainin walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. U R105.2 p pe g cRouP 2 SLIGHT PLASTICITY ❑ (_1 M - su ortin a surchar e. 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ca able of roducin an averse cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, PP 9 9 g P 9 P P P 9 9 GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM W illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS TO Low �� R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due n location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. _ . building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage R202 Definitions: es than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or Z 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not I s y Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. at the showerhead. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or otherr approved systems or materials shall be Q It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 30 inches 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beamsl girders, ducts or other obstructions in basements containing habitable space shal► be permitted to project to within 6 feet 4 inches of the F- finished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or Bond gravel mixture with soils according () - ocated within 1 mile of the coastal mean hi h water line where the ultimate desi n wind speed 319.1 Address identification. Buildin s shall be rovided with o roved address identification. The address identification shall be le ible and laced in a osition to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. Z) Windbome Debris Region: Areas within hurricane prone regions I 9 9 R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes R 9 P PP 9 P P (Vult) is 130 mph or greater. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers W shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section R406 Foundation Wate roofiin and Dam roofin F- R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the 9 PP 9 fn R301.1.1 Alternative rovisions. As an alternative to the re uiremen�ts in Section R301.1, the following standards are permitted subject to the limitations of this code ottom ex osed ed a of the lazin is less than 60 inches above the floor. stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to Z P q b P 9 9 9 R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls a re aln earth an enclose Interior i hall com I with the International Buildin facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a Q and the limitations therein. Where engineered design is used in conjunction with these standards, the des gn s p y 9 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement Code. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. U 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) W door. Section R321 Elevators and Platform Lifts Q R308.4.6 Glazin adjacent to stairs and ram s. Glazin where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall le backfilled with porous fill up! to a height of onetihalf of the backfill) IL Ln 9 � P 9 R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME 1 R301.1.3 En ineered desi n. Where a buildin otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walkin surface of stairwa s, landin s between fli hts of stairs and ramps shall be considered to be a hazardous location. 9 9 9 9 y 9 9 A17.1 CSA 844. heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage w Ile avoiding Infiltration o fine soils. � conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: / The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. Q m demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. Z (i 1 C) 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 ❑ \\JJ scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f, of venting per 1500 s.f, floor area. Install vents wiithin 3 feet of each corner of Section R310 Emergency Escape and Rescue Openings R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. esi n wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND `..4 R301.2.1 Wind design criteria. Buildings and portions thereof shall) be constructed in accordance with the wind provisions of this code using the ultimate d g 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 than 116" by 24". RESCUE OPENING PER SECTION R310. (Egress window & window well) speed in Table R301.2(1) as determined from Figure R3011.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in . R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blockin and subfloorin . Blockin for fastenin anel ed es or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant 9 g 9 g P g TABLE R301.2(1) structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the F� the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c, max. where beam is not located !under wall to allow for piping or vents. GROUND Wind Design SEISMIC SUBJECT IN DAMAGE FROM WINTER ICE BARRIER Air Mean o less than 9 s uare feet with a horizontal rojection and width of not less than 36 ni I lumbin and electrical stems. Electrical tems a ui ment and com onents• heatin ventilatin air conditionin lumbin R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing an wood or medal and not less than 3 inches on FLOOD R310.2.3 Window wells. The horizontal area of the window well shall bent q p J R 322.1.6 Protection of mocha ca, p g sy sys q p p g, g, g, p g O SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN REQUIRED NT Freezing Annual a llances and lumbin fixtures; ducts stems; and other service a ui ment shall be located at or above the elevation re ulred in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. ." p g P p TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. pp' p g y q p q ' LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp 91. R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by alttachment to band or rim joist. � [�] Region Debris window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these U) MODERATE SLIGHT TO 10 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. D 20 130 NO (8) SEVERE 36 TO HEAVY MODERATE Degrees Yes X 1500 an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design m Exce tion: A drains a stem for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional where required by the statues of the jurisdiction in which the project is to be constructed. R301.2.1.4 Exposure category. P 9 R 322.1.7 Protection of water su I and sanita sewn e s tems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate ❑ `..� 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table R405.1. PPY rY 9 Ys P PPY Y 9 O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. ay : infiltration of flood waters into the system in accordance with the plumbing provisions of this code. R311.6 Hallw s min. 36` clear width. Section R506 Concrete Floors (On Ground) R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways R506.1 Concrete slab on grades to be min 3-1/2 inches thick. elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 600 feet from the rtiall obstructed area. Includes flat o en count and rassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concretee or crushed blast-furnace slag passing Pa Y P ry 9 R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: ..� 3. Ex osure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 1/t inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. P 1. Be used solely for parking of vehicles, building access or storage. U feet from the unobstructed area. including treads and landings, shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gralvel mixture soils classified as Group I 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: both sides. according to the United Soil Classification System in accordance with Table R405.1. R311.7.2 Headroom. The headroom in stairwa s shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured R506.2.3 Va or retarder. A 6-mil 0.006 inch of eth lene ora roved va or retarder with joints la ed not less tlhan 6 inches shall be laced between F- R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported Y on the exterior of the enclosure walls. P ( ) P Y Y PP P 1 PP P bearin wall stud hei ht ermitted b Table R602.3 5. Individual walls or wall studs shall be rmitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3' between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vcapor retarder is not required for Garages, Q 9 9 P Y ( ) Pe R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: � provisions, provided that story heights are not exceeded• An engineered design shall be provided far the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. fl There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design r , flood elevation, each area shall have openings. � v resist wind loads shall be in accordance with the International Building Code. 1 Section R602 Wood Wall Framing Z R311.7.5.3 Nosings. A nosing projection rat less than 3/4 inch and not more than 1 ,� inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade � . W R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3((1) through R602.3(4). Wall sheathing W wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311,7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be feste�,ed directly to framing members and shall confirm to the requirements of Table R602.3 3. D shall be rated for fire exposure from both sides and shmIl extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be intertupted by a newel past at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. Q J accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal ,. � 1 1. Where a fire sprinkler system in accordance with Section) P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not reater than 2 inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base ,J'. 9 } .w assembly tested in accordance with ASTM E 119 or UL 263. be more than q inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. "' 2. Where a fire sprinkler system in accordance with Section) P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall ? 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(l) FASTENING SCHEDULE infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R on Mezzanines TABLE R302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION SFS N� (a,b,c,d) LYSE EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a _ R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL r EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL LLT r ti �; followin R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL ¢ N N ry ri h N o WALLS NOT FIRE-RESISTANCE RATED 5 feet g' ) o N N ri ri ao .- 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, PROJECTIONS FIRE-RESISTANCE RATtED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened OVER PARTITIONS columns and posts. position. Exce tions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL TABLE R302.1(2) P• 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 endow opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. ti buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RAFTERS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. TWO 16D COMMON. END NAIL WALLS NOT FIRE-RESISTANCE', RATED 3 feet Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 160 COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with on automatic 9. STUD TO STU^ (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z o z z z z deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclo$ed sprinkler system. 10. BUILT UP HEIDER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o o_ o I- O o 0 0 assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL j � j w > j j j R302.2.2 Parapets for townhouses. 13D• 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL W w 1. The parapet shall extend not less than 30 inches abcove the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance witfR throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24" MIN LAP SPICE EACH SIDE OF,JOINT) FACE NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet gn R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o Section R403 Footings N each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.11 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o than nominal 2 inch (51 mm) ledgers attached to the !sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall 'or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cls or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any norganic material or filIl. 9 9 P g P y Y 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR 8D COMMON. TOE NAIL lower roof. The common wall construction from the lorwer roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 17. TOP PLATES, SPS AT CORNERS + INTERSECTION 2 16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment () R302.2.4 Structural independence. Each individual townhouse shall id structurally independent. Section R314 Smoke Alarms 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TO SIL!„ TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL Exce tions: R314.1 General. Smoke alarms shall com I with NFPA 72 and Section R314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z W P P Y 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NNL AT EACH LAYER W � 1. Foundations su orfn exterior walls or common walls. R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing t ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10Y PP 9 9 R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL } 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034, - mi dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the followin locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" a/c at edges and -� p R302.3 Two fa ly g g Y 9 P 9 W Y in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor ceilin and wall assemblies shall extend to and be In each slee in room. R 403.1.6 Foundation Anchorage: Wood sale plates at exterior walls on slabs and all woad foundation wall sill plates shall be anchored with inch diameter ROOF, AND WAL! SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior fire resistance rating where tested e 9 1. p g anchor bolts s aced as shown on the lans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of � tight against the exterior wall, and wall assemblies shall' extend from the foundation to the underside of the roof sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. P P 8D COMMON (SUBFLOOR) supports (see note f) Q = Q Exce tions: the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and P 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 7: 1.A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in Z connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Q 13. a location required by Section R314.3. TABLE R404.1.2 1 90 ksi for sham: diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. 4 R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. ( ) d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls R302.5.1 0 enin Protection. Hone comb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with aself-closing 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 f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p W P 9 Y cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ f� nd ucts enetratin the walls or ceilin s se aratin the dwellin from the arae shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) ff���-1 R302.5.2 Duct Penetration. Ducts in the garage a d p g 9 P 9 9 9 9 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall supporE a maximum of once floor plus roof/ceiling assembly. 2x6 W No. 26 gage Sheet steel or other approved material and shall not have openings into the garage. 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = II com I with Section 302.5, R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: iii rr h�� U R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls sha py R Where designee by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, � V Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 2 rade studs su ortin a roof load with not more than 6 feet of tributa len th shall have a ma»cimum wall hei ht of 18 feet when � j= perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 9 PP 9 ry 9 9 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. z m R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla In at corners and intersections with bearin Z w R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in P P PP P P P PP 9 9 � � R302.6 Garage ceiling: 5/8 type X gypsum board partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z U accordance with UL 2034 and UL 217. R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling n xide alarms shall be rovided in accordance with Sections R315.2.1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. 0 o o rn finishes shall have a smoke develo ed index of not reater than 450. R315.2 Where required. Carbon moo p p g R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for (n R315.2.1 New construction. for new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM vERncAL REINFORCEMENT BAR �" ;, � g p SIZE AND SPACING INCHES exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearimg walls & figure R602.6.1 top plate '(� ,l R302.11 Fire blockin shall be rovided in wood-framed construction in the following locations: 1. The dwellin unit contains a fuel fired a (lance. ( ) p �5 j,Ec�� . 1. In concealed spaces of stud walls and partitions, inclluding furred spaces and parallel rows of studs or staggered studs, as follows: 9 pp framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-tOd nails /C) ERT �.\ . 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF (� i . C� ,/� WALL HEIGHT BACKFILL HEIGHT 45 PSF PER F007 OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) _ y 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. 915.2.3.1 One Famil Dwellin s ~ �� �, 2. At interconnections between concealed vertical and hrorizontal spaces such as occur at soffits, drop ceilings and cove ceilings. y 9 WALL THICKNESS (INCHES) Q `/�" o 3. In concealed spaces between stair stringers at the trop and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. W ..! � ' Z 4. At openings around vents, pipes, ducts, cables and wrires at ceiling and floor level, with an approved material to resist the free passage of flame and 8 t0 12 W 41 ria" { is f combustion. The material filin this annulalr s ace shall not be re wired to meet the ASTM E 136 requirements. 9 8 NR NR NR = � w � �.',- produc o g P q 9 8 5 ® 41 NR NR U e..rp',nfjj, 5. For the fire blockin of chimne s and fire laces, seg Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 9 6 ® 41 5 ® 22 NR I 9 y P alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. I.�? �� 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. R302.11.1 Fireblockin materials. Exce t as provided in Section R3502.1, Item 4, flreblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ 8 7 0 9 P ��h/��N�� 1. Twa-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. 2. Two thicknesses of 1" nominal lumber with broken Imp joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. J NUMBER 4. One thickness of 3/4 inch particleboard with joints [backed by 3/4 inch particleboard. 1 5. One half inch gypsum board. O 1 O O W 6. One quarter inch cement based millboard. T T RT 7. Batts or blankets of mineral wool or glass fiber or rather approved materials installed in such a manner as to be securely retained in place. <J N IT S 11 M O D EL B l VIL l 2 SHEET NUMBER 2 11 MODEL B- I MODIFED Z W 0 COPYRIGHT GRCH ARCHITECTURE P,C, 2017; A!I_ RIGHTS RESERVFD TABLE R602.3(3) P2607 2 Piipes p:netrating 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 I D E N T I F I C AT I 0 N SIGN co Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) W N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z c , ULTIMATE DESIGN slab-on- rade floors shall have ri �d o a ue and weather-resistant rotective coverin to revent the de radation of the insulations thermal erformance. W !""1 MINIMUM NAIL PANEL NAIL WIND SPEED V ult 9 9 � P q P g P 9 P 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � � SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause CONSTRUCTION AND OR TIMBER CONSTRUCTION � 10 MINIMUM MINIMUM MAXIMUM WALL WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: 6" DIA. °� WIND EXPOSURE REFLECTIVE RED = SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 �, (� "" EDGES FlELD CATEGORY v (INCHES) PANEL SPAN (INCHES) PANTONE /PMS 187 V � RATING (INCHES O.C.) (INCHES O.C.) ( ) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. e C D TABLE N1102.1.2 (R402.1.2) Z � � Insulation and fenestration Requirements by Component 3. Other approved materials. 0 o `m 8d 1.75 24/1s 7/16 16 6 t2 170 140 135 Aplastic pan shall not be installed beneath agas-fired water heater. o •� c COMMON R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLooR BASEMENT SLAB CRAWL ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE sto shall have the wall sheathin and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL �-) ` R-VALUE Section 0101 Scope z EFLECTIVE � N >o r rn roctice. 9 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. � WHITE 6+ rn cV> p MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 e F R C_ 'F ai (D Z _ R802.11 Rafter or truss uplift force. Section 0102 General Definitions Z V L /) 5 M 16°o c in 130m h wind s eed. Roof itch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/4" i X 'v M For rafters at / p P P 1/2" Q LU a M Span (ft) 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of photovoltaic or solar thermal system. U lift Force 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. TRUSS IDENTIFICATION SIGN STROKE QJ = ue) �' - P NI 102.2.4 R402.2.4 Access hatches and doors. Access doors from conditioned s aces to unconditioned s aces such as attics and crawls aces shall be COMPLIANCE WITH 19 NYCRR 1264 ❑ U w Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. ( ) P P P Section 0103 Solar-Ready Zone SIGNS IDENTIFY1NG THE E)aSTANCE OF TRUSS CDNSTRUC110N SHALL CONSISTS aF A CIRCLE 6`IN � weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN `( crew fastenin . Screws far attachin sum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. R702.3.5.1 S g 9 9YP Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTME RED IN COLOR,CONFORMING TO PANTONE and shall penetrate the wood not less than 5/8 inch. 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 = R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)/181. � R702.4 Ceramic Tile. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with R702.4.2 Backer boards. Materials used as backers for wall the in stub and shower areas and wall panels in shower area shall be of m aterials listed in Table R702.4.2 N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subffoor decking. a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet SECTION 1265.4. SIGN OR SYMBOL N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive THE SIGN OR$11dBOl REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturer's recommendations. below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead 0 EXTERIOR OF THE RESDENIIAL S1RUCIURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 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 tight-fitting STANDARD _ 1 7 the doors shall be tested and listed for the fire lace. Where usin 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 AfFlXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL doors on factory built fireplaces listed and labeled in accordance with UL 2 , P 9 WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE ASTM C 1178 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. 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 GLASS MAT GYPSUM BACKING PANEL electric installation and shall be labeled 'For Future Solar Electric'. The reserved s ace shall be ositioned at the o osite load end from the in ut feeder SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C p P pp p 0 NONASBESTOS FIBER MAT REINFORCED CEMENTITIIOUS &ACKER UNITS ASTM C 1325 location or main circuit location. OF OCCUPANCY OR A CERI1FlCAlE OF COMPLIANCE. WOOD ROOF TRUSS SPECIFICATIONS: O 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 fair steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) NOWT . 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet � SIZE OF STEEL ANGLLE NO STORY ONE STORY two STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: U) a.c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z 000/4 6'-O' 4'-e' X-0' 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) 0 L4x3x1/4 6'-0' S'-o' 4'-6• BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. L5x3.5x5/16 10'-0' e'-0' 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) 0 L6x3.50/4 14'-0' 9'-6' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 BE SEALED. LL r WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = WE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IIN ACCORDANCE WITH CHAPTER 26 TO 30 OF ~ 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 beianng to be 6". KNEE WALLS SHALL BE SEALED. R703.12 Adhered mason veneer installation. Adhered masonry veineer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYUGHTS AND FRAMING SHALL BE t THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ry ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ DOORS SEALED. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, J R703.12.1 Clearances. f exterior stud walls, adhered masonry vemeer shall be installed: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BOLL=IOPSF, AND BCDL = 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 DESIGN LOADS: R703.12.2 Flashing at foundation. A corrosion-resistant screed or flloshin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or lastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED tN ANY EXPOSED EDGE OF INSULATION g ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL RAVE A MAXIM1141 TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSTS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installied on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2 5 ALLOWABLE ( ) FOLLOWING INFORMAl10N: STRUCTURAL MEMBER feet 3048 mm to a buildin on another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDmONED SPACES. MIINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. '.� ( ) 9 (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION OF ALL JOINTS. Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED 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 3. REQUIRED BEARING WIDTHS. O R703.8.2.2. Su ort b roof construction. A steel an le shall be laced direct on to of the roof construction. The roof su ortin construction for the steel an le shall THE DRYWALL with no finished ceiling attached to rafters PP Y 9 P N P PP 9 9 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. _ consist of not fewer than three 2 inch by 6 inch wood members for wood constriction. A wood member abutting the vertical wall stud construction shall be EXTERI012 WALL FROM THE SHOWERS AND TUBS. BAILCONIES 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 biy 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. l J w anchored b the use of two tOd nails at eve wood stwd s acin . Install flashin and wee holes. The maximum hei ht of the brick veneer above the lintel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED Floors and Ceilings W/ brittle finish L/360 y ry p g g p 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABIT BLE ATTI ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. shall be 12 feet 8 inches, with max 7:12 roof pitch. Sege figures R03.8.2.1 & R703.8.2.2. All other structural members L 240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ties embedded in mortar or rout and extendin 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 HAIBITABLE ATTIC W FIXED STAIRS: 30 PSF / R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrasion resistant metal g g 4.6. JU TMENTS WIND LOADS. �_ ver to outside face. minimum tie size= 22 US a e. 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 Exterior walls with plaster or stucco finish L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDmONS OF USE. C/o) r veneer a minimum 1 1/2 inches, with not less than 5/i8 inch mortar or grout co 9 9 6. EACH REACTION FORCE AND DIRECTION. m `� � �../ = 8d common nail. Airs ace= Nominal 1" between sheathin & veneer. EAch tie shall su ort not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 P 9 pp 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR IXCEPT WHERE SYMMETRICALLY ❑ spaced not more than 32" on center horizontally and 241 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. O I bove the foundation wall or slab and at other oints of su ort., C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.5 Flashing shall to located beneath the first course of re mos above finished ground leve a P PP Lintels su ortin mason veneer L 600 including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R4ot.4.1 PP 9 rY / 9. CONNEC110N REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FlELD 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, SP, SM, SC, GM, and GC. 10. MAXIMU A RATIO FOR SNE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately, above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. S stems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 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 (Mandatary). At least one thermostat shall be provided for each separate heating and coaling system. not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSS SPECIFICATIONS: I- R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structtural 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 q g CODE. FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECII(ON 1605.3 OF THE INTERNATIONAL BUILDING Fa- Door And Window Re uired Desi n Loads: R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55T (13'C) or up to 85'F(27C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures U) with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 7TF (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: l' U At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 76F (26'C). exposure B, zone 5 (end wall Zone) as follows: D (EQUATION 16-8) Z rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) W that point. Where the roof pitch is less than three unitts 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. 130 MPH ULTIMATE 140 MPH ULTIMATE � ceiling joists, such as ridge beams, hips and valleys, shiall 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.F-F.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LfVE LOAD, 0 R802.3.1 Where ceiling joists or rafter ties are not provided, the fridge 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: 0 accepted engineering practices. reater and R-6 where less than 3 inches 76.2 mm In diameter. Su I and return ducts in other ortions of the buildin shall be insulated to a TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated 9 ( ) PPY P 9 20 S.F. +17.4 -22.0 +20.2 -26.0 timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of cts where 3 inches (76o ted in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5 -19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM LNE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". hall be su orted lateral) b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R802.8.1 Bridging. Rafters and ceiling joists having a depth to thilckness ratio exceeding 6 to 1 based on nominal dimensions s pp y y Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the blocking, diagonal bridging (wood or metal) or a continuious 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. FOLLOWING INFORMATION: adjustment coefficient in Table R301.2(3). 1. DEPTH, SPAN, AND SPACING. 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. R802.9 Trimmer joist: single header and trimmer for openings wp to 4'-0" and doubled over 4'-0` unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 2. For ducts havin static ressure classification of less than 2 inches of water column 500 Pa additional closure stems shall not be re uired for 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0` and greater. 9 P ( )� sY q 4.1. TOP CHORD LIVE LOAD OP;SNOW LOAD. continuously welded joints and seams, and lacking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD, N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 106F (41'C) or below 55'F (13T) shall A B B R EV I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. Iii r � � C6 � M be insulated to a minimum of R-3.N1103.7 R403.7 E ui ment sizin and efficien ratin Mandato Heatin and coolin a ui ment shall be sized in 4.5. CONCENTRATED LOADS AND THEIR POINTS CT APPLICATION. ¢ ry ��i ori ri r� Ci o ( ) q P 9 cY 9 ( ry)• 9 9 q P 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDI110NS OF USE. 0 � `� a ri r' °° r cornice wents are installed insulation shall not block the free flow of air. Not less than a 1 inch s ace shall accordance with ACOA Manual S based on building loads calculated in accordance with ACOA Manual J or other calculated in accordance with ACOA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and insulation clearance. Where eave o P D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS r vie between the insulation and the roof sheathin and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR 7. JOINT CONNECTOR TYPE AND DESCRIPTION (. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CCONNECTOR EXCEPT WHERE SYMMETRICALLY be p o d d 9 DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE LOCATED IZE, S E IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T'. ABOVE FINISH TREAD �' EACH Lam• LOUVER RNG RANGE 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access E.J. EXPANSION JOINT L•T• LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUMA. ALUMINUM inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEC• ELECTRICAL MAS. MASONRY R' RISER 10. DEFLECTION RAT10 FOR SNE AND TOTAL LOAD. ELEV. ELEVATION RNID ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS, framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL EQ. EQUAL S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rou h-framed o enin shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall ARCH. ARCHITECTURAL MOO MAXIMUM EQUIP EQUIPMENT SCHEM. SCHEMATIC r DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOX)R-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE MDO MEDIUM DENSITY OVERLAY 9 P 9 II the o enin shall be not less than 22 inches wide b 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low ® AT EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. Z z Z O Z z Z Z accessible location. Where located in a wa , p g Y 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 CEILING MEMBRANE BELOW, DRAFfSTOPPING SHALL BE PROVIDED IN FLOOR-CEIUNG ASSEMBLIES UNDER THE O O O F O O O O access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is EE• EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: - - BLDG. BUILDING 5 > > w > > > > Section M1305 Mance Access BM BEAM M O MASONRY OPENING S,g, STAINLESS STEEL LU w w w w w w located in attics. APP MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL.SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. ar w tr 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 BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION NTS SUSP. SUSPENSION `o ( ) NOT TO SCALE SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: N 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 gQ SQUARE o roofin re uired b this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL.-PLATE-CONNECTED WOOD TRUSSES SHALL izi 9 q Y • ON CENTER m I n ensured CENTER LINE A R 902.4 Roofto mounted hotovoltaic anels and modules. Rocoftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 m ) o g m � F.R. FIRE RATED TB TOWEL B R COMPLY WITH ANSI/TF'I 1. THS 1RUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. p p P 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.M.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 CLAMIPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB INSURE TIGHT FnNG JOINTS. jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS R 903.2.1 Ex osed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. COL. COLUMN FTG FOOTING OPT. OPTIONAL TFW TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CON RACTO)R IS RESPONSIBLE FOR THE MEANS AND P CONC. CONCRETE 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 e arrier water shield shall be installed er manlufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and GA. GAUGE Z W R 905.1.2 An Ic b / P II ster f n for additional len ths. Clothes d er exhausts tem shall corn I with code section M1502 listed and COND. CONDITION OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMAITION (BCSI) GUIDE TO GOOD PRACTICE FOR W 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. Insta boo a g ry YS PY CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 hi her. Ice rotection re uirements er table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. CONST. CONSTRUCTION G•C• GENERAL CONTRACTOR 1 S ONE SHELF TRPL TRIPLE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL IOF A REGISTERED DESIGN PROFESSIONAL IL C7 g P q P M 1506 Exhaust openings: A minimum clearance of 3'-0' is required between air exhaust terminations and openings into the building. GEN. GENERAL / : O r than 4:12, entire roof to receive ice & water shield. CTSK. COUNTERSUNK 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 0 m R 905.2 Slo e. As halt shin les shall be used onl onl roof slo es of two units vertical in 12 units horizontal 2:12 or reater. For roof M1507.4 Minimum required focal exhaust rates for one & two family homes. C.O. CASED OPENING G� GYPSUM U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W w p p 9 Y P ( ) 9 PBD• PARTICLE BOARD Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G•L GLUE LAM ��"-----�� slopes from two units vertical in 12 units horiizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER PL. PLATE � Y underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HOT. HEIGHT VERT. VERTICAL PNL. PANEL VERIFY IN FIELD W 1 = Q HDWR. HARDWARE V.I.F. ^ R 905.2.5 Fasteners. Fasteners for asphalt shingles shalll be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CIG. CEILING HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: U 0 a e 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, corn I in with ASTM F 1667, of a len th to C.M. CROWN MOULD g g [ ( )] / ( ) p y 9 9 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED yV WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 % inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR WD. WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. 0 that cover the width of the I and the framin member and that extend not less than 4 inches 51 mm to each side of the framin member. Where D DRYER 3. The electrical stems shall be installed in accordance with cha ters 34-41 of the 2015 IRC & 2016 NYSRC. CO 4 less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. p'pe g ( ) 9 HDR. PROJ. PROJECT PROJECTED WELDED WIRE FABRIC sY P HEADER / W.W.F. W 11 R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. 0 [j] `v inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. W or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER P.T. PRESSURE TREATED 6. In areas where the drawin s do not address methodolo the contractor shall be bound to erform strict corn Mance mith manufacturers s ecifications and or ❑ the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DIR. DIRECTION INGR. IN GROUND 9 9Y• P P P / rovided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be ON DOWN INT. INSULATION QUAD. QUADRUPLE recommendations. P r 1 P G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of DR 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 irj h+� � provided in accordance with Section R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DOOR 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 DW DISH WASHER RMS. ROOMS 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. I- 5.: overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /a inch (6.4 mm) below the roof sheathing DWG. DRAWING ' ed es shall be mechanical) fastened to the roof door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. and extend up back onto the roof deck not less than 2 inches (51 mm). Dnp g y KSI KIPS PER SQUARE INCH z m level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a di$crepancy exists, the contractor shall iLi 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 fess shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z 9 q� over the drip edge along eaves and under the drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shalll be of the same character as for similar U' o o (Un termination clearance. GRAPHIC S Y M B 0 L S conditions that are shown or noted elsewhere on the construction document set. U) . .-......I ...... ........ .. 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 manuffacturer's and supplier's recommended W _ and 4 of this code. the building. installation procedures. i r 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 CALL. REFERENCE % C =R�n ® 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 .-�-) - x �1 than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust )O( j8CR7- \ G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. Cys 'Y;.',, XX v PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("RtEGULAl10NS"), 8 NYCRR 69.5, ENTIII ED 1'; Sectiorn 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 L �.' r. "SEALS", AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A � •• 1. R 1004.1 Factory built fireplaces shall be listed and labieled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 614.5 Der exhaust duct ower ventilators. Domestic d er exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in d er exhaust "` R' built fireplaces shall be tested in accordance with UL 127. ( ) ry P ry P ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. !kms'°. { R 10004.5 Gasketed fire lace doors. A asketed fireplacle 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. # DOOR / HARDWARE TYPE i� 1, i,�.', i_ { P 9 O h . t ` system has been specifically tested, listed ands labeled for such use in accordance with UL 127. _ . J R 1006.1 Facto built or masonry fireplaces shall be ecquipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX _ _ _ XX BUILDING SECTION ..� * ate�A ry is mechanically ventilated and controlled so thiat 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 )()( )()( _ ❑ �\ °-'3s 10 � in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required �- PARTITION TYPE \, SID Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. � JOB NUM R- N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling inisulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam T T W thickness and installed R-value shall be listed) on certification provided by the insulation installer. <J N IT S 11 (M O D EL B l ) 12 < _ W SHEET NUMBER 2 IZ MODEL B- 1 MODIFED Z ( ) W 0 COPYRIGHT GRCH ARCHITECTURE P,C, 2017; ALE RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U) CONNECT KING STUDS TO TOP PLATE Z �J WRAP 1-1/4"X22 GA.GALV.COIL STRAP Z UrYO X 14'MIN ROOF FRAMING cc '' ATTACH TO EAOH PAR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb W p'-"1 E /F-w X Z4"MR OF OPIROEW RAFTERS CRIPPLE STUDS c0i ATTAM TO W PAR 2x ACG LEDGER W/2-3/8"x5" LAG DBL TOP PLATE " OF OPP05NB RAITERS R00 RA�i R, SOLT5® 16"Or, INTO STUDS Ib O.G. UROOF w 5�PLAN 5� PLAN SIMP5ON 5TRONG-TIE 2X BLOGKING 0 A35® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR ^V t SfRDHK� GEILIN6 J015T OR IN 5TRSTR6ABLEO 6BACK5 _ITE M5 ryb SIMP50N STRONG-TIE U +r m 5M°L,OM STRONG SIMF50N STRONfrTIE H2 8D NAILS TRU55 BOTTOM CHORD 51MPSON H2 CONNECTOR®FA. 'SA .I.�� to cLi TYp, Sd NAILS TYP. RUES STRAPS 91&L CC ATTA51`0 TO EAG'1 PAR O OPPOSM RKTIEFS ALTERNATE TO R106E STRAR H3® EVERY RR RAFTER TO STUD AND KIN65 = U TION:RDf£STRN'S ARE NOT RFIRID WHEN COLLAR TES 0 PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) FOR USE HfN sTL AND USE IN C�OF�INATION ON.Y 1"�fN STIR AWS WMNAL IX4 OR 2M LINM ARE LOGATEP N Ti l�TM 6f THE ZIPPER THIRD OF THE ATTIC SPACE 05-22 STRAP AT F- E �2 z _ t� 21>:; ATTIC SPADE AND ATTAM TO C"PAR 9 RAFTERS W/4-IOd WLS W/4-I0d AT EACH RAFTER) .0 _ IZAFTTRs A116H IWTEF6 DO NOT ALI6N LSU26 FOR 2xb EACH STUD,SEE LSU26 FOR 2x8,2x10,OR 2x12 i q DETAIL 4 ER n�`D r6'i U Q W oM o `2 4 FRAMED O G U U M R WI OR ^ MIDGE STRAP DETAIL -RIDGE STRAP DETAIL SIMPSON STRONG-TIE oR DOOR Cn 2x4 OR 2xb (FOR CATH.GL65 WITHOUT GOLLAR TIE5) / (WITH OR WITHOU COLLAR TIE5) LU2b ® EVERY GJ STUDS® Ib"O.G. (� NO SPECIAL FT = 2x /GGT LEDGER W/3/8"x5" LAG CONNECTORS REQ a ter. 2 N.T5. LOCATE AT N,TS. LOCATE AT EVE12Y RAFTER BOLT® Ib" OG INTO STUDS IN THIS AREA STRAPPING TO 13E 1-1/4"X 22 GA. 5M'SGN 5TRQJ6 SM'50N STRONG ALL TIE LTS -TE lid TO BEAR A MIN.OF 10"ON FRAMING. SIMP"5TR" W NAILS rfP r VP MAY E�USM F AwR® i PORGH -ROOF GABLE END HALL 8°LS T G �" � STRAPP I NC DETAIL z FOR IF wjEN sTuvs ANS usE IN cor�lNAnoN ONLY w1�sTUln AND DETAIL AT ATTIC G IZAPTERS AL-16N DO NOT AL16N I 0 KT5. I I Q KT5. STRAPPING TO R11N ONTO RIM JOIST,SEE F- DETAIL q/DI(ONE STORY)OR ONTO STUD AT WALL BELOW(TWO STORY) L___J 1. 11 ROOF RAFTER HURR I DANE TIE5 \\\ • • • I \ ~ KT5. LOCATED AT la/ERY ROOF RAFTER 0 ATT I G � STRAPP I NC DETAIL ' - • 5AF'50N POST �2 1=08 FRAME GON1�lEGTI ON5 0 Ln � DI O m 2ND FLOOR Z Qj� � �-� IN(1)1x PROVIDE 3"X3{6"X3"WASHER PLATE AT ALL ANCHOR BOLTS 416d FAGS NAILS FROM `'� OR Ax KING STUD INTO HEADER MSTGggp3 SECURED Al WOOD SILL PLATT S. COLUMN POST TOP 1,4NGHOR �IL5 SISIARBTHREADED R.00 W N�AEHORLBoTS MAY BE USED IN LIEU OF w DIP L"THI � � KT5• LOCATE AT EVM;Zy COLIIMW GIRDER CONNECTION EHlr UP F"ND 6,f STIP � PROVIDE 3'Xb'X036'6ALV.STEEL PLATE HV n MN 6-8D NAILS AT CORNERS AND INTERSECTING (4) NAILS MN M i NAILS 12-80 NAILS AT EUTT JOINTS IN STRAIGHT SIMP50N L5TAI2 STRAP W/ a" PLATE W LEtJ6m(TYP) ;fl F� CLEAR 5I'ANI BEAM-YD�� WALLS WERE THERE SINGLE PLATE OR HEADER 5-IOD NAILS EACH END AT GUT LI3JEiTEtt l JONE AT SPANS 2X6 KIN02 STUDS b FEET EACH JACK STUD NAlS 24'MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET O 2 T/$" 5/8"(P A301 ROD THREADED b'BOTH ENDS. THREE FOR SPANS 12 To IG,FEET 2X6 JACK 5TUD5 NA.N): W% FFOVW-DI rRa 6F 7/ BOTTOM �-CBJf 3/4"AND I"ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS AT ALL SPLICES TWO AT SPANS FROM b'TO 12' W ENP LENOTH IST FLOOR 12 NAILS AT MIN. ICENAILS ONE AT SPANS<b r T , E, THREE AT 5PAN5>12' w MR SIMPSON P05T BASE N n n n UNLESS NOTED OTHERWISE ON PLAN ABU44 OR A3U66,SEE PLAN 2 X3/8 X3 WASHER PL W/NUT EACH SIDE 0 (()LB TIME) 65-22 COIL STEW I UPPER STORY 5HEAIR - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR HALL ❑ W � FLOOR TO FLOOR TIES I J BELOW GONNEGTION 4 I I/2,mHIooKEDAMCITORBOLThUT' FOR 5ET BAGK WALLS HDU HOLD-DOHNS AND STfZONG WALL DOUBLE TOP HALL PLATE 5PLIGE DETAIL HEADER CONNECTION KT5. LOCATM AT EVERY STUD \ \ FOUNDATION M1ulM,MITOREXPAN51ON I� IQ I� IG, NSE I \ BOLT'ht/5°NiiNIIM1 EMBEDMENT KT5. KTS N.TS. Tl.T.S. U COL 5n W5 LN ER SUTIft PIWM 5d C M ON(0.111 x 15'Lft)NY45. I \\ 66 coL STRAPS OVER effl S PROVIDE:lod 64M(ON x 5•Lab)NMS. `\\ C�KTS-�LOOATE GOLUMN POST BOTTOM ANCHOR ALLOWABLE HOILES AT E1/ERY GOLUNM/GIRDER C.OrMECTION TO -161) NAIL® 24 O/C U 8D NAIL®b 0/6,AT ALL PANEL EDGES \ �6d NV.5 TOE WLIT 160 NAIL®24"0/6, "058 OR PLYWOOD LVL Headers and Beams Z A5 FHt WF4A( HIP RAFTER I 51MP50N HGP HIP SEE PLAN SHEATHING, Micro!amo LVL I R�RAFTIit INTERIOR � 1.3E TimberStrand® and D (4)NAILS MIN N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the %3 depth U NOTE:WHERE 24"WIDE MNIMIM FULL HE16K I a"U146T}I(TYP) WALL RETURN 15 PROVIDED AT ENDS OF hole zo largest hole(minimum) BRACED WALL LANE THE WOO HOW"MAY O BE ELIMINATED. (PROVIDE TWO(ONE AT EACH I a'L"TH(MK) j 8D NAIL a b'0/G INTERIOR SIDE)6,5-22 SMAP5 PER DETAIL 4 IN LIEU OF I 1314'MM WASHER LSTA36 5TRAP5:5HOWN IN TIE DETAIL. I NAIL ILL PLATE(W 8d 2y�5�ILL DOUBLE ' Q N6 TO AT ALL PANEL EDGES EXTERIOR GYPSUM BOARD d i - +OT - - - - - - - NAILS o 4'o/G SILL AT FULL BASEttEWS Microllam® LVL and 5/8 DIA STEEL ANCHOR 8D NAIL® 12'0/6,AT ALL tx W RAT VALEY Parallam®PSL J T'MINIMUM BOLTS MAX 21-8'OG_ - - - - - C5-22 COIL STRAP NLTc 6W TO RNTIR MEMBER5 NOT AT PANEL EDGES allowed hole zone EST FDK WITH BOLTS MIN T'INTO middle Ys span FDK WITH TIGHTENED NIT E 3'x 3'WA5HER TO EACH BOLT. (1)1 x f A0Q SMPSON LTP4 PLATT=NAL.EP TO PROVIDE TERMITE SHIELD SILL AT EAM LGL 51RW 15/32"058 OR #4 cONTINUOU5 BAR RM AW SLI RAT( ®lio/G AT raa+wrT>�wte+� INSIDE CORNER OUTSIDE CORNER L5TA36 W/lo-lOd NAILSASEAL AND MAINTAIN 8't11N. PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed mole zone d r r n LOCATED 2'TO 6' VA1tY NAC NFQtGiS INTO STUD ABOVE AND FROM WD TO FINISHED GRADE BELOW(2 EACH GORHER) FROM TOP OF WALL NAL A5 Pt7t TAxP�.�D WFGM � �,; o ,� � r- Lu � r- •- � n � PLAN VIEW M NOTE, General Notes Q ry N N Ci r` fV Tall=2,9'x7K COIL STRAPS UNDER SHEATHING PROVIDE:Sd COMMON(0.131 x 25"LONG)NAILS.COIL f}--`X,-1rt�----'yf�� ��It 1 �/��LA1 ft✓� TGt� /fib / N N M M Co 5�FOUNDATION PLAN STRAPS OVE3<SHFATHIN6 PROVIDE.IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR I L I�I V I� 11/ \LL T01 EXTERIOR LI�IIJI� GIII�N� HEADER MAXIMUM ROUND • Allowed hole zone suitable for unifornnly loaded LAY-OYER OR FALSE= VALLEY DEPTH HOLE SIZE headers and beams only. 151 nd STORY GORNER GONNEGTOR5 T)'PIGAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE 5T-RAPPINC DETAIL PLATE HIP CONNECTION HALL FRAMING 5Y2 1i" : Round soilncantes ilevers. I�i KT3• I V 22 7)/4"to 20" 2" • No holes in headers or beams in plank orientation. KT5. LOCATED AT E1/ISRY CORIVl=R KT5. LOCATION A5 WrW KT5. LOCATE AT EV1sRY STUD KT5. r(,T•g• N.TS. See illustration for Allowed Hole Zone DO NOT cut notch or drill holes in headers except as indicated in illustrations and tables. rn Z Z Z O co Z Z Z A MINIMR4 OF TWO BRACED WALL LINES O-L)A1RE1REX RED IN EACH DIRECTION OF A EMLDINB. BNL5 SHALL NOT BE SPACED ®trE3 W 5TWW IMO LNAL OfAn" n Ary wN1 n O O O � O O O O MORE THAN bo FT APART. WALLS WTHIN A BN_51 UILL NOT BE OFFSET BY MORE THAN 4 FEET PROM A eNL. BNL LOCATIONS �TE TO TOP a'PGNr WAIL 11•USD��I I NOTE: TO TGP Q PGNY WALL If U`�-�I i w w w W w w w w ^'s`T� FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY 13E St, s N Pi TIz HaPONN Ar'66-W l5RK,® A BRACED WALL PANEL(EINP)SHALL EMN WT'HIN 10 FEET OF EACH @b OF A BHL TIE DISTANCE BETWEEN AD,W atr PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER w �i� WALL ETD PANi5(TYPE Al tVU AS RE¢1IRF9 ED6E5 of Elp 5HAa NOT BE 9RFATI92 THAN20 FIST. 7H3RE SHALL BE A MMMUM OF TWO BNP ON EAC41 BW-Ill AT AT WXtp WALL PETALS G AND D. WALL5(16 FEET LONG MAY HAVE ONE 48'OR LONSM BNP. BWPS ARE TYPICALLY 65-W5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A 3 I/2'WIDE LVL WADER(SEE PILAW N ® 8-100 NALS AT MV AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REGUIRENENT5 OR ADDITIONAL CONTRIBUTIN6 L 46TH OF BW 15 REQUIRED. cormNuouS To OUTSIDE of PANEL 0 ® SHP TYPES ARE INDICATED ON FLOOR PLANS. ® 3/8'0 THFTMED IROD ® G5+6P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET NOTrE:WEE 24"WIDE MNIMIM FULL HEIGHT ' CONTINUOUS D MIN STUD (EADER TO CONTINUOUS DEIIY4MIN DEEP HEADER TO THE MINLIMUM LBJ6 OF TABI.E'R602.105. NAIL 7(6 MINIMM WALL WAIL RETURN IS PROVIDED AT ETIDS OF SHEAT1IN6 MTN 8d NAILS 0 6'0/6 dDIS15)AND 12*0/6(I=113D)AND PROV10E2X OUTSIDE KING STUD(5�FLAIU OUTSIDE KING STUD(SEE FLAiU PMH.Be c,54-15P BRACED WALL LINE THE 8008 BLOC.YJN6 AT ALL UJSUPPORT7�PANEL H76E5. PROVIDE 800 PIOI1Pb HOl DOW1 FASTEN J'SFEATHIN6 TO HEADER W/ FASTEN J'5IEATHi%TO HEADER w Z Z HOILDONN MAY BE ELIMINATED. PES DETAIL W OR 20 AT ENDS OF BRACED WALL L045 THAT DO NOT NAVE eD NAILS o 310/6,IN EACH DIRECTION � W NAILS a 3'0/G IN EACH DIRECTION N W EITHIER A24'MINIMUM PULL HEIGHT WALL RETURN OR A 48'MINIMUM BNP. 51MP50N LSTA24 STRAP ON BOTH SIDES AND SIMP50N LSTA24 STRAP ON UNSHFAT'R"V" TRIM TOP OF PAHLL AS REQD IL TABLE R602.105 MINIMUM LENGTH REMIREMENT5 OF G5-W5P FAQ+ HEADER To JACK STUD w/16-IOD wAlls O FAGS rV 16 IOD NAILS n- Z Z 6-1/4"SM SCREWS Q W m FASTEN TOP PLATE TO HEADER IN/2 1- FASTER TOP PLATE TO HE W/2 H PORTAL STRAPS I/2'FROM Ep6E ON J 0 CONTINUOUSLY SHEATHED BRACED WAIL PANELS ROHS OF 16d NAILS a 3•oiG z ROHS OF 16d HAILS 0 31oiG z WALL MIN PANEL BOTH SIDES(4 1/2'F PER 6E ON W Q w WALL AJAGENT CLEAR MINIMUM LENGTH OF s W HE16HT(FT) OPN6 HE164T BRACED WALL PANELPANEL SK LL __ HEIGHT(FT) WIDE'L' Q = Q SIMP50N CM COUPLER NIT <b4' 24' LE55 THAN 16 FOR 8 FT WALL,18 FOR 9 LE5S THAN Ib FOR ONE STORY AND 2HAVE A LEM6714'L"OF 4F OR $ 64'TO DO' 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32' U SIMPSON SWSB STRONG-WALL 5B Z DO"TO qb" 3b'' x PLAN FOR A67UAL IB46TH X SEE PLAN FOR ACTUAL LEN5TH 10 34' PANEL,VERIFY PAI83L.15 PLUMB <b4' 2l' GYPSUM BOARD "68"BRACED WALL PANELS(TYPE B)SIHALL BE Q Q II 36 U) 3/8'0 ANC+IOR BOLT OR 48'MINIMUM IN LEN6M ON BOTH SIDLES OF WALL PER TABLE 12 42' NOTE.DETAIL APPL.IE5 TO W ~ 4 ADHESIVE ANGFEOR q 80"TO�" `Rb02J05. SEGLIREJ�'6YPr71M BOAV2D W1H bd COOLER NAILS, l2)-L"�K 5Tt1D5 MIN.OR PER PLAN (2J JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER W ^ , :• <64' 30' Ag15'X IIh'6YP�.�IM BD NAILS,OR Aq8'X 1761 O • 10 64'TO 80' 30' NAILS 0 TONG(H)6E5)AND-('O/G(FIELD). BLOCACIN6 1 NOT - - � • ° " DO,TO qb• 35" `�JIRED AT 1��'PI RTED PANEL-676M WHEN PANELS ARE BLOGKIN6 AT PANEL E06E5 BLOCKING AT PANEL ED6E5 N IN5TA IND HORIZONTALLY. PROVIDE J01ST OR MISS OR FULL *Partial credit for panels 36"to 48"wide per R602.10.5.2 W16W BLOC.KM DIRECTLY ABOVE APb BELOW TYPE B HMJ5. ONE JACK AND KING STUDS, ONE JACK AND KING STUDS 13LOGKIN6 AT PANE(.ED6E5 "L" EQUAL TO tii v WPIGAL HOLOOHN DETAIL AT CONTINUOUSLY SHEATHEDWOODFASTENVI6•SHEATHIN6TOEACH STUD FASTEN1Ab•SHEATHIN6TOEAU STUD TWO KIN6STUDS 12 FRAMED FLOOR A STUCTURAL PANEL CS-WSP -TYPE A B GYPSUM BOARD "GB" -TYPE B AND SILL W/8D GOM40H NAILS o 3' AND SILL w 8D COMMON HAILS o 3'o/6, FA5TE N-FAV SHFATHIN6 To STUD ZCo NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL IN Sd NAILS o 4•o/c J PORTAL DETAIL'A'ONLY APPLIES SIMP50N HDUS HOLD"W 141/4'505 SIFPSON HDU2 HOLDOHN W/6-I/4' Z � < U N.T.S. TO 2 FT TO 18 FT WIDE OPENINGS. SCREWS IN DOUBLE END STUD 505 SCREWS IF NO FLOOR ABOVE. TABLE 602.10.3(U BRACING REQUIREhENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO FDU4 HOLD"IN 10-V4'SDS PANEL TO SIT DIRECTLY ON TOP OF WIND SPEED,E:XP05URE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-112'0 ANCHOR BOLT OR EXPANSION SGREHS IF FLOOR ABOVE. CONCRETE POUNDATnON WALL %P50N DTTIZ I10tPM AT 65 VT W*V WALL HEIGHTS,AND 2 BRAGFD WALL LINES ADJUSTMENT STORY CONDITION ADJEISTMETiT BOLT WITH 2'X2'Xs/b'PL Wa5HER I/YA ANCHOR OR EXPANSION BOLT 0 (RED 4,)' \ WALL END PKLS(TYPE Al TUU AS RE4URED OVER ®I AT LSRA(®WALL DETAILS G AND R BASED ON SUPPORTING FACTOR 2-1/2'0 ANCHOR OR EXPANSION BOLT 113 TIE V c �� N' DONT K4 BAR GOVT IN TOP OF CONCRETE CONCRETE �4 BAR CONT IN TOP OF CONCRETE STORY BWL 5PAGING METHOD 6B ®� SHEATHING EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION Q y , 5"4 � FOUNDATION FOUNDATION � �l r� ,- ��'L ��\\ EXPOSURE CATEGORY ONE 5TORY D 15 >t4 BAR CONT IN TOP AND BOTTOM ® T3 IOD NAILS AT DTTIZ TOP l0' 25' SS' s m EXPOSURE CATEGORY TWO STORY G 13 •' PA135-18 ANCHOR BOLT OR/e THI2FADED OF CONCRETE FOUNDATION 51h�.�ON 587/8X24 OR PABT-18 ANGHOR �; TOP 20' S.0' 10.0' EXPOSURE GATE-GORY TWO STORY D 1.6 EXTEND WALL SHEATHINS OVER RIM J015T ROD HU WAA1` ER PLATE,` DETAIL 15/01 PAR5-18 ANCHOR BOLT OR%e 71iRFADED BOLT OR Ye"Tl IREADEID ROD, W' S • ' ROD IN WA5FEL PLATE,SEE DETAIL 15/21 SEE DETAIIL 15/01 OVER () ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANS 826E FRAMED (n 1 ® TOP 30' 7.0' 14.5' WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO IS FT WIDE OPENINGS. ROOF HAVE TO RIDGE ROOF ONLY 20 FT I.b FLOOR PANEL HAS CONTTRIBUTING LENGTH OF 48'TOWARDS R602.10.3(U MINIMUM LENGTH WALL TO 13E U5ED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS SIMPSON STRON64 AU REQUIRES EN6INEERED DE516N TO 38 10 TOP 40' q,0' 185' ROOF HAVE TO RIDGE ROOF+I FLOOR IS FT 1.15 REQUIREMENTS FOR ENRAGED WALL PANEL5 AT BRACED WALL LINES. YW-I-TO BE GONTRII3llfIHY LENGTH OF ae'TOWARDS Rbo2.lO B(U MINIMUM LBJ6TH TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR � �0 ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 LEM ON PFST BOOR APPI"TION ONLY, REGUIREMEW5 FOR BRACED WALL PANEL5 AT BRACED WALL LINES. r TOP 50' 11.0' 23.0' ROOF HAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DE5i16N WIND LOAD AND CONDITION \` ROOF HAVE TO RN26E ROOF+2 FLOOR 20 FT NP JOB NUMBER TOP bo I3.o 215 WALL HEIGHT ANY STORY e FT o.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL lIABWll SIMPSON STRONG WALL 13/5'0 ANCHOR BOLT OR WALL HEIGHT ANY STORY 11 FT 0.45 2016023 _ ADHESIVE ANr�IOR BOTTOM OF 2 to s.o l05 HALL HEIGHT ANY STORY II FT 1.05 C FRAME "CS-PF" DETAIL - TYPE (C D "AFH" DETAIL - TYPED E DETAIL - TYPE E � DETAIL - 1fYPE F BOTTOM OF 2 20' 4.0' 19.0' WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE 8602.10.6.1 NOT TO SCALE: PER ENGINEERED METHOD W b . a NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 RKER OF BWI.PER PLAN DIRECTION AT STORY 3 1.3 (n e oa15a .. , i , SHEET NUMBER BOTTOM OF 2 30 13.0 2l5 NUh1Bl3z OF BWL PER PLAN DIRECTION AT STORY 4 1.45 , OF BWI.PER PLAN DIRECTION AT STORY 5 OR MORE 1 b BOTT°MOF2 1,.0 ° BRACED WALL PANEL DETAILS GYP BD FINISH OMITED FROM INSIDE FACE OF BWP 1.4 ^ HOLDOV�IN DETAIL_ AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD CS-MPAN ONLY L UNITS 1 l (MODEL B - 1 12 (MODEL B- 1 MCODIFED z 60' 250 525, GYP BD FASTENING ANY STORY 4"o/G o� D 1 NOT TO SCALE l ) U) / KT5. BOTTOM OF 2 APPLIES TO METHOD 6B ONLY W COPYRIGHT GRCH ARCHITECTURE P.C. 2017; ALL RIGHTS RESFRVF,D 12 Z 9 LINE OF ROOF 4'-0" 4'-O" ? U TRU55 BEYOND (NO VENTING) (NO VENTING) R106E VENT RIDGE VENT O _ (3) 2x8 P.T. 61RDER 1 1 BEYOND Z L U BI-5 BI-5 O N o v m 411 F- L 12 12 C) �, *- m - 1x8 FASCIA BOARD qq ■t� N o N} 12 12 12 12 12 12 12 12 12 12 12 1 12 12 12 GUTTERS LEADERS -� U) CD Z - " - 1 6" AZEK TRIM BOARD U .3 cv Lo = b AZEK TRIM BOARD - WHITEALL R M►NUM .OM N.6AU6E5 4 LEADERS SHALL BEBAKED GUTTERS 0 QLu � M -' SIMPSON LU528-3 FACE HARDIPLANK HORIZONTAL HARDIPLANK HORIZONTAL SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL _ ,� = � = MOUNT HANGER CLAP SIDING RELATED d REQUIRED ACCESSORIES. LEADERS ' 00 e" e" CLAP SIDING ❑ V C7 N (3) 2x12 P.T. GIRDER BEYOND I x 8 AZEK RAKE BD W/ on. OH. OH.. j J. OH.� OH' OH. SHALL BE MIN.2"x3',.021"GAUGE W/CLIPS Q ��, I x 8 AZEK RAKE BD W/ ANGHORS. CAULK d SEAL ALL JOINTS. PITCH � r I I'x 3"AZEK TRIM(TYP) 12 12 I"x 3"AZEK TRIM(TYPJ GUTTERS MIN. I/8"/FT.PROVIDE P.Y.G. _ r q DI b" A6.AZEK = = 6'DIA6.AZEKRECEPTORS 8 ABOVE GRADE TO RECEIVE d Ix AZEK TRIM BOARD OVER TRIM BOARD TRIM BOARD q 12 2040 _ 2040 2040 _ 2040 12 `r — — — — — — n i n i n I'-O GIRDERS(TYP) LEADERS(CLOSED GAP DESIGN). u ur ur t OH. q b"HIGH BLIND DH b"HIGH BLIND �q 51MP5ON BG52-3/6 POST FLASHING — — — — — — — — — — FLASHING = _ GAP ANCHORIH a l 10' SQUARE H54 6 PERMA GAST - - - - = COLUMN#46382 W/SQUARE — — — — — — — — — — — — — FASCIAS FAISGIAS z - _- - __ __� O FLAT GAP 3 BASE (OR EQUAL) - M.BED_RooM _ - _ M.BEDROOM F- 4" 2'-0" i o CORNER COLUMN TO BE PLATE HT. - - - // / PLATE HT. j PROVIDED W/SPLIT KIT 2' p" ' % / 2'41 -0' 2'-0'' 2'-O' l­_I 6x6 P.T. POST WITH 51MP50N „ --- _ _ - -- _ - - ABUbb POST BASE (TVP - ALL oH' OR - oH. - - - - - OH. Z I I O COLUMNS) NOTE W: NOTE W: ® _ = PYG SHUTTERS WITH FIXED FIFIL PVG SHUTTERS WITH FIXED HIN6E5. WIDTH HINGES. WIDTH OF � _ � TYP. REAR COV. PORCH DETAIL I o W TO F Q OF SHUTTER TO B1E o o m _ HALF WIDTH OF WIINDOW.4 0 3/4"=V-0" ❑ Qji COLUMN® COVEREDvi I --COLUMN® COVERED PORCH BEYOND rTi - PORCH BEYOND w LINE OF ROOF TRU55 BEYOND FIN. 15T FLOOR_ _ l FIN. 15,T FLOOR / I� (3) 2x8 P.T. GIRDER _ - - - - - - - - - - \\ 12 BEYOND I ( Ix4 AZEK TRIM I I I I I Ix4 AZEK TRIM I I O \ I I ALL 51DE5 I I HATCHED AREA I I ALL SIDES Q Ix8 FASGIA BOARD I I I I INDIGATES LOCATION OF FIRE RATED ROOF I \ $ I I I I WALL SHEATHING,4'-0" \ N w 4 I I I I FROM CENTER Or- Lu Fs I I I I FIREWALL-EACH SIDE I I I I I m I I I I I I I I I El \../ 51MP50N LU528-3 FACE I I I I I I I I I O \ I I I I II I I MOUNT HANGER BASEMENT — — (3) 2x12 P.T.GIRDER BEYOND - - - - - -I - - - - 1- - - - - - - - - - - - - - - - - - - 1 - - - - I - t 7tI - m r —i— — — — — — — — — — — — — — — — — IxAZEKTRIMBOARDOVER - - - - - - 1- - - - -1- - - - - - - - - - - - - - - -- - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - -I- - :� 11111 11_p — — � - - - - - - - -- - - - - - - - - - - - - - - -� J _ - - nInIn FRO )T EI E /SATIO Gk2HRERUL# 36 FRONT ELEVATION — Ir ur ur t OH. GIRDERS(TYP) FRONT ELEVATION I i ~ w 51MP50N BG52-3/6 POST WALL PER UL#336co GAP ANCHOR Z LJ C SQUARE PERMA CAST UNIT 12 UNIT I l I I � = COLUMN W/SQUAOUA RE FLAT GAP 4 I E� BASE (OR EQUAL) - CORNER 4" I'Q" o COLUMN TO BE PROVIDED W/ U SPLIT KIT _ O MODEL B - 1 INKBERRY I bxb P.T. POST WITH 51MP50N MODEL B l (MODIFIED) Gi2HRERUL#TION ABU66 POST BASE (TYP - ALL WALL PER UL#336 I GOLUMNS) 4'-0" 4'-0" TYP. FRONT ENTRY COV. PORCH DETAIL MOISE5 TO ALIGN (NO VENTIN6) (NC VENTING, RIDGES TO ALIGN 2 RIDGE VENT RIDGE VENT 3/4"=1'-0" B-I Vx 8"AZEK RAKE BD W/ r I"x 3'AZEK TRIM -- r- I"x 8"AZEK RAKE BD W/ 12"x 18"VINYL 12"x IS"VINYL I"x 3'AZEK TRIM a N N cri, c! ti CV o b"AZEK TRIM LOUVERED VENT LOUVERED VENT 6"AZEK TRIM12 12 o N N M M ao q44 I q TYPICAL ROOFING: b"HIGH BLIND 12 12 ARCHITECTURAL FLASHING q q b"HIGH BLIND FLASHING ARCHITECTURALG: 5HIN6LE5 15#FELT I SHINGLES 15#FELT UNDERLAYMENT \ UNDERLAYMENT 5/8" PLYWOOD \ - i z z z o z z z z \ � 5/8" PLYWOOD `� SHEATHING \ / SHEATHING o 0 0 o 0 0 0 1 - - - - ROOF® COVERED ROOFRG BEYOND 0 COVERED 17, 12 q q 12 _ PORCH BEYOND w� w �w ww 1 12 i � q I o q ' LINE OF HIGH b HIGH BLIND 6" HIGH BLIND LINE OF HIGH BI-I N _ III I VII GEIL.BEYOND11� FLASHING 11 FLASHING GEIL.BEYOND11 t LA-11 111 IA - 0 N PORCHPORCH - - - --- - - - - - - - - - - - - - - -- - - -- - - PLATE HT. - --' - --- --- - - l Z I I I I I E=CI I I I I W I I I I I I I I I I (> ( I I I I I I I I a MM t7 I"II, lOJOI I I I I I W 1 W= II I II >IS'- BI WI TH I I o i w I I IS' 0" B WI TH I I W W [,� w w �- L �- _ ii ii ii TTTT / _ Z = (� II I II Q 6 II I II W n I I I I I I I I I I I I .4 1 1 111111 1 1 1 IYII I I Ii t I I I I I I I I I I II � II II II II � II ❑ W I I I I z I I 11 FIN. 15T FLOOR i i I I I I FIN. IST FLOOR J - I Ir---------I I I I I I IDES II II l i1y1fur==�1F1 ===1uil iI t II IiI tlil -II=_�IliIi I - - - - - - - z fr=__fizm �06 ZEK TRIM,PLL SWILL BEYOND WALL BEYOND 6 AZEK TRIM t l 1 I 6" AZEK TRIP ALL 51DE5 Z 9 0 0 � 6x6 P.T.POST WITH I I I I I ( I j SII II IIS I 6" AZEK TRIM I ALL SIDES I SII II II�� j I I I I I I I bxb P.T.P05T WITH 51MP50N BG52-3/6 I I I I I ( I MII 11 III 1 ALL SIDES I HATCHED AREA IIII II IIII I I I �ID� I I 51MPSON B652-31b W ,- P05T GAP ANCHOR +f 10"SQUARE HBG PIAA GAST I ill E6RE59 IIII INDICATES LOCATION IIII EGRESS IIII I 10 SQUK HBdG PERMA GAST POST GAP ANCHOR -c T',ED 4 0 51MP5oN ABU( I I I COLUMN #46382 W/ DARE I I I MILWINDOW�___JI I I OF FIRE RATED ROOF d 111 ---WNDOW JII i I I COLUMN I# 382 W/SQUARE I I I 51MP50N ABU66 v ? ' BERT_ l c:\ --- " - _ - I I I FLAT GAP � BASE (OR EQUAL) I I I P05T BASE(TYP � �i POST BASE(TYP- I I I FLAT GAP d BASE (�R IEQUAL) I I u—--------I J I WALL SHEATHING,4-0 u_-------_u �p �� FROM CENTER OF ( I - GOMR COLUMN TO BE I I I ALL COLUMNS) B y FIREWALL-EACH SIDE q ALL COLUMNS) ( I CORNER COLUMN Tp �E I I I I I { L I I PROVIDED W/SPLIT IKIT I 4 I I I PROVIDII=D IW/SPLIT KIT I I I , ,+ ,• , ,, z -{ FDI ` FDI I I I I I I I -v BASEMENT ( I ( I I - — - - - - - - - - .- - - - —I - - - t - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ t _ _ _ BASEMENT - �— — —I 1—— -- — f— — �I— ❑ °23810 ¢� L - -I- - - J L_ _j L - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - J L- .J L - - -I- - -� D> O FNW`� -REAR ELEVATION -REAR ELEVATIONPb NUMBER 1/411 = 1'-0° (t 2 HR SEPERATION 1/4° = 11-01 1 PER UL#336 2016023 WALL UNIT I I UNIT 12 UNITS I I (MODEL B - 1 & DUET CLUSTER Q SHEET NUMBER ELEVATIONS- a12 (MODEL B 1 MODIFED) _MODEL B - l INKBERRY MODEL B - 1 MODIFIEDFo W 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017; ALL RIGHTS RESERVED SELF FLASHING /I�r (I\ 5TANDIN6 5EAM METAL N Y �JI Z CHASE CAP U b" TRIM GAP 2 RI06E VENT --- p '� 1U1 3 z12 7 � �� L L W �' L t b OPTIONAL WOOD ,�� cnn v 12 GHA5E WITH METAL GAP AND GULTURED INSTALL ICE E WATER SHIELD Q o 12 "`° _ 5TONE VENEER PER MA1dJFAGTURER'S F- 6ARA6E M� 12 ; ._-. ._..- W.. ... LINE OF ROOF SPECIFICATIONS TO MAINTAIN � U c! PRODUCT WARRANTY Z _,......._._. BEDROOBEYOM#2 RID6E VENT 0 O Q � c")i W M RIDGE VENT - _ J``- -� - APPLY ICE d WATER SHIELD IN ❑ _ ti �' to - FAIR WEATHER WHEN THE AIR, (� M 12 ROOF DECK AND MEMBRANE -77�77 --,q ARE AT TEMPERATURES OF Ur 2 40°F(5°G)OR HIGHER. a 12 12. GABLE qq FLUSH ROOFS = OH. w - w x IF l' :f=l FASCIA BD. _'14 _ PORCH Z 1 8"AZEK ._. nn an ri PLATE HT. O M.BEDROOM FRIEZE BD. 11 fill E- ii PLATE HT. - i t 1 1 IE111 I OH. ri NOTE W: LT - z PVG SHUTTERS WITH FIXED---\ - 1 i i I O HIN6E5. WIDTH OF i i i i I I I = U g 5HUITTER TO BE HALF x WIDTH OF WINDOW. 1 1 x = BI-I n O 1 it � 1 it $ o o � oEXTERIOR WALL = i i L - ; - z l ► J -HARDIPLANK 5HIN6LE SIDING Q 4 r r i Ll -TYVEK OR EQUAL O O QTTT F-77 -l/Ib"05B SHEATHING L 11 1 lit III I I 1 111111 -2xb WOOD STUDS® I b"O.G. r w -b"R-21 BATTS 1 i I FIN. 15T FLOOR _AhJFIN_I5T FLOOR - - - - - - 12" 5QUARE HBd6 PERMA GA5T I AZEK TRIM I I I WALL® BEDROOM WALL® 6�OND COLUMN W/SQUARE FLAT GAP I ALL 51DE5 I bxb P.T.P05T WITH IM I I I #2 BEYOND 1x4 AZEK TRIM a T dBASE (OR EQUAL) -CORNER I I I I I I w SIMPSON BG52-3/6 W GOLUMN TO BE PROVIDED W/ I I P05T GAP ANCHOR d I I I l q I SPLIT KIT I �-L I 51MP50N ABUbb I I I I BREAK I P05T BASE(TYP- I I ( FDI I m r ^ ALL COLUMNS) I I I I v J I i I I I I I � w O I I I I I I I I I ( I I I 2015 IRG- 62421.8 (503.8) BASEMENT - - -I--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I -- 1 - - - - - - - - - - - - - - - - - 1- - - - - - - � - - - - -LT - - - - - - - - - - - - - - - - - - -� VENTIN65Y5TEMTERMINATION LOCATION: U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - -I- - - - - - - - - - - - -- - - -I- - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - - - - THE VENT TERMIVAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF I0,000 BTU PER HOUR("OR LE55 SHALL BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A �I C HT �1�D ELEVATION BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE r , �� �� INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND Z I/4 = I-� AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR W SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR U UNIT l I- 2015 INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. 5ELF FLA5HIN6 MODEL B - 1 INKBERRY N '5 2H1 5TANDIN6 SEAM METAL WHERE THE TDP OF THE SILL OF AN IF T -IIT OPERABLE WINDOW OPENIN6 15 LOCATED LE55 THAN 24" GHA5E GAP ° pq II\\ ABOVE THE FINISHED FLOOR AND 6REATER THAN 12"ABOVE I I�_I�L IL_-I THE FIN15HED GRADE OR OTHER SURFACE BELOW ON THE b" TRIM GAP EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW SHALL - - - VENT COMPLY WITH 0'UE OF THE FOLLOWING: * OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE OPENIN6 IN ITS LARGEST OPENED vi 6 M O h OPTIONAL WOOD 12 � e- N M m M co GHA5E WITH METAL -� t b POSITION. Q N ry ry ri ti CV a * FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 GAP AND CULTURED 12 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO INSTALL ICE d WATER SHIELD -7 STONE VENEER �. DEVICE ALLOWING THE WINDOW TO CONTROL PER MANUFACTURER'S A . 6ARACE DORMER 12 NOT REDUCE THE NET CLEAR OPENING SPECIFICATIONS TO MAINTAIN n 12 AREA OF THE WINDOW MIT TO LE-55 THAN 5.1 SQUARE FEET. PRODUCT WARRANTY LINE OF ROOF BEYOND RIDGE VENT BEY ND® _... NOTE: BEDF�DOM#2 _ �.__,___�__-_..,_._......_,.. . . _ ....__.__:._..,_._.,__..._..A_.. RIDGE VENT APPLY IGE d WATER SHIELD IN T FAIR WEATHER WHEN THE AIR, z z z o z z z z ROOF DECK AND MEMBRANE 12 0 0 0 F 0 0 0 0 ARE AT TEMPERATURES OF q > 5 5 w 40"F(56G)OR HIGHER. 2 w w w � w 12 12 BI-I GABLE = FLUSH F5 "� �'"' "�•' q q OH. 0 Q W N W p x Ix5 FASCIA BO. _PORCH nn nn 8"AZEK - PLATE HT. I —n° FRIEZE BD. _ _ M.BEDROOM PLATE HT. H Z 1'-4" W I OH. ( 1 1 2 U J ' •— NOTE W: 0- PVG SHUTTERS WITH FIXED O m TTF� i 1 1 1 HIN6E5. WIDTH OF W O w 1 I 1 1 . i i 5HUTZER TO BE HALF > T�� H v w WIDTH OF WINDOW. = p W = a I _ i i i 11 IJa' Z c� 0 EXTERIOR WALL o O q i s i i i Q o -HARDIPLANK 5HIN6LE 5IDIN6 - w © O © -, -TYVEK OR EQUAL p -l/Ib"05B SHEATHING i i i -2xb WOOD STUDS® Ib'O.G. ❑ 11 it Iii I I 11--ill 1111 Ill I -b"R-21 BATTS W - � - - ) - - - - - i t t x FIN. IST FLOOR - - - - - r i FIN. I5T FL w AZEK TRIM z 00 Z WALL® BEDROOM I I I A� 51 DE5 I 12" SQUARE HB d G PERMA G:AST HAH 0 6ARA6E I - - - w 2 BEYOND I I I I I GOLUMN W/5QUARE FLAT CAP (D o o co Ix4 AZgK TRIM bxb P.T.P05T WITH I I d BASE (OR EQUAL) - GORMER 51MP50N BG52-3/6 WALL 0 l I I I P05T GAP ANCHOR d I BREAK I COLUMN TO BE PROVIDED WV I W I SIMPSON AB%b I I SPLIT KIT I o FDI I I I P05T BASE(TYP- ALL COLUMNS) I I ( Q r Al BASEMENT - - - - - - - - - - - - - - - - - - - — —— — — —— — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - r TI— —IL — — — —IL — —IT — — — — =—r — — — ��O,?3810 L — — — — — — — — — — — — — — — — — — — -- — — — — — — —— — — — —I— — — — — — — — L- — — — — — — — — — —i— — — — — — — — — — — — U- — — — — — — — — — —-- -— — — — — — — — — — — — — — — — — — — — — — -T DEFT END ELEVATION JOBNU Bi�R 2016023 UNITS l 1 (MODEL B - l & DUET CLUSTER Q SHEET NUMBER UNIT l2 ) MODEL B - l (MODIFIED) 12 (MODEL B- 1 M ELEVATIONS 0 _ W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017; ALL RIGHTS RESERVED LINE OF REAR CHEEK 2'-I" 5'-l" 6. 5'-l" 2'-I" 22'-6" 22'-10" 2'-1" 5'-l" 8" 5'-l" 2'-I" H WALL® UNIT II W E N - - - - - - U 2.. V ats - ® - - - - - - - z a) Z iv A GL 2 HR 5EPERATION A O i rn c`o B-5 I WALL PER UL#336 B- _ F- .IJ cn V. UNEXGAV. o 0 7 4'P.G.SLAB WITH xb, FD1 NEXGAV. 10/10V.H.M.OR FIB MESH. U) � 4'P.C.SLAB WITH xb MIN.3!00 P51 GONG. din m 10/10 .W.M.OR FI I o U Q w S r MIN. 00 P51 GO G. Q? r- �' OD en ti � m ❑ U c" cin " a 8" 2'-6" 4'-4"M.O. 15'-S" Ib'-0" 4'-4" M.O. 2-b 8 1.-0.. b 11-01, I r------ I - ' 2"x10 SLAB SEA 4 z Hip? n " r------1 • -- -- -— —L.-. — — — • FDI 2 x 10 1 WINDOW F- - - - - - - HD 0 SLAB SEAT 4 o I o FD 1 I I I o j `V n N 12"P.G.FOUNDATION WALL HD w EGRESS I I cn WI DAMPROOFING ON 7 2'-0" = HD _ _ _ _ - �• _ WINDOW FD1 _ I - - - - - - - - -- - -- - 24" 12"P.G.FOOTING FD1 m z `rZL = ,. (2)2X10 P.T. 10 O 12"P.G.FOUNDATION �' �' HD 8" - 123-0" 14-4" HD U WITH DAMPROOFIN6 N I -_ --- - _ _ _ _ I I F .172 24'x 12"P.G.FOOTIN - zl - -1 O 4"WIDE DIRECT VENT HEATING EQUIP. I W Ln 2'-0" III 14'-4" (2)2X10 P.T. 23'-0"I I ( J015T SEAT. APPLIANCE CLEARANCE APPLIANGEP O M I I I I ( TOW.ELEV= (-)1'-Ij" 9, SHALL BE INSTALLED WITH THE di I ( 4"WIDE J r I I I I �1 I 1 1 J015T SEAT. z I o CLEARANCES FROM UNPROTECTED I TOW.ELEV= (-)I I III " F zz o COMBUSTIBLE MATERIALS A5 I "' Qji ❑ DIRECT VENT NEATIN6 EQUIP. ! 4 WIDE 1 I I `�' i N ® u, INDICATEDAND NHEN THE MANUFACTURERS LABEL �1 I I r APPLIANCE CLEARANCE APPLIANCES J015T SEAT. 9i v - II I SHALL BE INSTALLED WITH THE 9, y TOW.ELEV=(-)I'-I�" II III I c i INSTALLATION IN5TRUGTION5. I J CLEARANCES FROM UNPROTECTED o I I I o N L 10" GOMBU5TI5LE MATERIALS A5 o p ,fl N ►i ® I 31" DIA STEEL COLUMN • INDICATED ON THE APPLIANCE LABEL u_, �' ® I I I X I N ON 30"x 30"x 12"DP PG PROVIDE FRESH AIR INTAKE I HD B HO AND IN THE MANUFACTURERS cv - i O i i N I FTG N.O.NJ TO MECH EQUIP PER CODE B-5 f - -I INSTALLATION INSTRUCTIONS. cXv �_, _� I T -1 II I 34'DIA STEEL COLUMN I I II I PROVIDE FRESH AIR INTAKE ON 30 0 N0'x 12"DP PG i ry 4 I I I'-0" 6'0" 6'-2" I I I 8'-5" - 8'-5" 8'-5" 10" 2'-0" B JO STDSEAT. I I I TO MEGH EQUIP PER CODE FTG N. J T I I FD1 I (-- I[- - I I I'_ w " I " " I 1 b'-2" 6'-0" II I— i 11 F_ 71 F_ —I I U) B-5 TOW.ELEV= (-)I-1 10' 2'-0"1111 8-5 S-5 S-5 0. - D.O. II I D.O. 5 I/4 x q I/2 LOW D.O. IF III — I I LVL 61PDER + L _ I I I - -�I �1— � � 1 L I J o _ I I l L I �o �4 LJJ L _ J L - Ln -� Il 1 I �- _ - - - —J I L_ I BASEMENT SLAB 11 4 ❑ w O HD D.O. 5 1/4'x q 1/2" LOW D.O. I I I D.O. D.O. 1 — '�"' — — — — � ` � I I L= _ I I *4'P.G.SLAB(MIN.2500 F51 GONG) LVL 61RDER - *.006 MIL.POLYETHELENE VAPOR II J L _ J LL �; o l J I — L I I I I J I I BARRIER Ull 4 �— — I I I 1 ( I TAMP d FILL TO 95%DENSITY 2 FDI II BA5EMENT 5LAB _ _ I I I I 1 *4'P.G.SLAB(MIN.2500 P51 GO%) I I =.JJ I I J �- - - - I I G4,1 I _ I UNFIN15HED BA5EMENTFD1*.006 MIL.POLYETHELENE VAP II I _ J *b'-0'GEILIN6 HT.8 L- I i F I I III BARRIER r QU ( I tL ® L. *(R-13)CLOSED GELL SPRAY 2 0 2'-b" 4 WIDE m 2 *TAMP d FILL TO 95%DENSITY I I I I) I I I a J I O I I I — N N FOAM IN5UL ALONG INSIDE 10" J015T SEAT. Q o FD1 I p —� I 1 I 111 — — — — J I I r IN v o FACE OF I V.WALLS-FULL.HT - I TOW.ELEV= (-)I'-I " III UNFINISHED BASEMENT I 1 - - II I *&'-O"GEILIN6 HT. L I I I I C= — — — _ — I _ p OR DRAPED BLANKET Q 4"WIDE 2'-b" — ® I — U I iFl_— — x IN u' INSULATION ~ JOIST SEAT. 2'-0" *(R-13)CLOSED DELL SPRAY �I— 1— I O _ — FOAM IN5UL ALONG IN51DE _� a� as v o m m ® *ALL HOT WATER W ' " 101. I FAGS OF FND.WALL5-FULL HT = r= N r L — - en g I I ( I N PIPING AND/OR HEATING DUCTS HD TOW.ELEV= (-)I-I �j — — r — — F. x TO BE INSULATED A5 PER N.Y.S. I Q OR DRAPED BLANKET 4 p _ � ® L d —� i I 1 4"WIDE J015T N CODE. I'-10° UNEXGAV. 6 U INSULATION `n N I SEAT.T.O.SEAT —_ `+I x I I I I - "r - C C 2)2Xi2-FL a " 4"P.G.5LAB WITH bxb FD1 ALL EXPOSED HOT WATER ® m m n CI I ELEV= (-)I I1 F LAB 51 AT 10/10 W.W.M.OR PIPING AND/OR HEATING DUGT5 N mI I I I I I I — To BE INSUATED AS PER KYS. x " I EIBERbIESH. K'6 UNEXGAV. I' 10 CODE. `�' 4 WIDE JOIST I I I I I I I I Ig I 1 ° II -3 6"- 6'-8" b'-S" I'-0" 3'-8" B" MIN.3500 P51 GONG.-' u, FD1 4"P.G.SLAB WITH bxb, 2"x 10" G 2X}2fL CI r - SEAT.T.O.SEAT i I - _ _ = T J ( _ _ 10/10 W.W.M.OR 5LAB SEAT - - - - - I I 1 ELEV= (-)I I I I� r �I I r III _ - - - - I 3-2 0 a� v FIBERME-SH. " " " I I " I ( I - - - ;,, ;- MIN.3500 P51 GONG. S 3_ O b-8 6-8 -3 _ I I I 18-6 �� (I I I i a D.O. 5 1/4"x q 1/2" LOW HD a P.G.FOUNDATION WALL 3 1 - LVL_61RDE I I WITH DAMPROOFING ON 20"x I I [-� - - - - - - • I- F - - - - - I I 10'P.G.FOOTING-T.O.W. B1-5 I I U ND 5 1/4"x q I/2 - 0q 7- o II ELEV. = 0'-0" I \ I vi 6 r I I I ° DE W QL�1F )� _ _ 3 10"P.G.FOUNDATION WALL ~ " o • I I I I , FD1 \ I II JOIST SEAT. a N N N M h N � WITH DAMPROOFING ON 20"x I I #5 CORNER REBAR5 W/ 4'-0" � r N N M M UO r DASHED LINE INDICA 5 I� _ _ _ _ _ 3'-4" 0 I'-2° TOW.ELEV= (-)I'-I�' I I 10"P.G.FOOTIN6-T.O.W. I I LE65 ® MIDPOINT OF I FIRST FLOOR WAL 5 I ELEV. = O'-0" FOUNDATION WALL d I'-b" I ABO UiL 4 WIDE I I FDI I I I III FROM TOP d BOTTTOM. I 1 n J015T SEAT. i \ I I TOW.ELEV= (-)I'-I " -2" II 10" '-4" _ _ _- -_ _- I HED LINE INDIGATE5 I I #5 CORNER REBAR5 W/ 4'-0" 5 I oc UNEXCAVATED TYPICAL I - -UP 4 L __ F R5T FLOOR WALL5 LEC-5 ® MIDPOINT OF L A VE I I (2)2XI2 FLU5H FOUNDATION WALL d I'-b" -2 I I o GARAGE 5LAB (2)2X12 FLUSH I 9, II 1 I o T.O.W.ELEV. _ 4 P.G.SLAB(MIN.3500 P51 GONGJ � � _ I FROM TOP 4 BOTTTOM. I I N �, " I REINFORCED WITH bxb,10/10 W.W.M. s� 1 I - 0 0-0 II L _ _ — J 41� 1 III Li N I III zzz0zzzz I I TAMP d FILL TO 95%DENSITY - - - - - I UNEXCAVATED TYPICAL I I *SLOPE 6A,46E SLAB DOWN 2 ry I I o 0 0 o 0 0 0 T.O.H.ELEV. = O O 1 I 6ARA6E 5LAB p TOWARDS GARAGE DooR F N cv I — — — I ��` III u> co v> ; w V) U) w 01-Ow ;f, Li I *4'P.G.SLAB(MIN.3500 P51 GONG) I I `� �'� r I w w w - w w w w III — — _ _ LL *REINFORGED WITH bxb,IOno W.W.M. 1 I 8" P.G. FOUNDATION WALL � o I I (D) (0) I I w w w w � � w w C , �N N I TAMP d FILL SLOPE E 95%DENSITY I ( WITH DAMPROOFIN6 ON - — I ry ,�~n * LL a TOWARDS GABA Doorz SLAB DOWN 2. O " III Ib"x b" DP P.G. FOOTING I f — HI I L - - - - - - - 1 `) - - - J ae - -tee J I - - - � - - � I I-0 Il 10 S N 61- b q U- - - - - - - b q - - 10 = 0 fl - - J �- - - = 8' P.G.FOUNDATION WALL - - - - - - - - - I (- - le WITH DAMPROOFIN6 ON I I6"x 8" DP PG. FOOTING N I I 4 I D.O. 115 I/ "x q I/2" LOW D.D. II 10" b'q" b'-9" b'-9" �'' I 8" Il'-10° I i FDI 1 I �- LVL 61RDER-F I L- _ J z C r � (- _1 F_ -1 1 I I 1 I TYP. BEAM POCKET I w ^ . 11 D.O. 5 1/4"x q 1/2 LOW D.O. 4 TOP OF WALL 4 2 �-�•1 1 LVL GIRD♦ 1 I 1 = WRAP ENDS OF 6DR W/ 1 0- FD1 DN= -I-2 T.O.W.ELEV. = w1 i L _ J L - J I J I I 0'-0' I I ALUMINUM AT POCKET O m o I TOP OF WALL I d'. OR PROVIDE 1/2" AIR W °w I TYP. BEAM POCKET i t J � Y SPACE ALL SIDES O o 4 WRAP END5 OF 6DR = DN= -I-2 1 I ,� 2 w w FDI I TDA ELEV. _ 0 o 1 W/ALUMINUM AT I I o-0 �; r...{ 8,� I o � o FD 1 POCKET OR PROVIDE 5 z 1 1/2' AIR 5PAGE ALL ,n I FD1 I 3 I `�' S l0"P.G.FOUNDATION WALL I 4 SIDES �_ i FD1 I u a WITH DAMPROOFIN6 ON 20"x I W n �� 2 x 10 P.G.FOOTING-T.O.N. I p F� FD1 I d o I 3 " ' I � ELEV. - 0'-0" I 1 10° P.G.FOUNDATION WALL N FD1 A H WITH DAMPROOFIN6 ON 20"x LL 10"P.G.FOOTING-T.O.W. 4 WIDE x ELEV = 0'-0" I I u; I FD1 TOW.ELEV= ~ O D 10" 15'-4" 10 � A I I z m III 4"WIDE I B-5 = _ z iii J015T SEAT. 1 " FD 1 I HD o HD o o 0 TOW.ELEV= (-)I-I� ( I LINE OF MASTER BEDROOM o �v FRONT WALL® UNIT 12 • _ _ _ _ p CfC , d� HD = HD U o 1'-4" Ib'-0" M.O. I'-b" 4'-0" 18'-10" 4'-0" w -`,r ) UNITS I I (MODEL B- 1 ) HD= HOLD DOWN 40'-0" 40'-0 °<�a 12 (MODEL B - 1 MODIFED) AB= ANCHOR BOLTS FOUNDATION PLAN FOUNDATION PLAN �M E '� 6ARA6E 51MP50N JOB NUMBER STRONG WALLS . . 2016023 GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW UNIT 12 I UNIT 1 l MULTIPLE LVL 61RDER GONNEGTION5. THE5E GON5TRUGTION DOCUMENT5 UPON RECEIPT FROM DUET CLUSTER AR(HITEGT AND REPORT ANY AND ALL 015GREPANGIE5 Ct 2 HR SEPERAr1oN w EOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT WALL PER UL#33b Q SHEET NUMBER INGLUDIN6 ANY DIMENSIONAL CONFLIGT5, IMMEDIATLEY TO I a=. T06ETHER W/ 1/2" BOLT5 ® 2'-0" O.G., 2" MIN, ARCHITECT FOR CORRECTIVE MEA5URE5 PRIOR TO z MODEL B l (MODIFIED) MODEL B 1 (INKBERRY) (DB � 2 FROM TOP 4 BOTTOM 4 MIN. 4 FROM EiJIDS GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMEN510N5 SHALL PLAN BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. w w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 10' SQUARE HBd 6 PERMA GA5T -( }2�Cg T-61RDE �- - - - Z 2 HR SEPERATION COLUMN #46382 W/SQUARE i WALL PER UL#336 W E FLAT GAP d BASE (OR EQUAL) 11 I I I g 2" - CORNER COLUMN TO BE I I Z bxb P.T.P05T WITH 51MP50N - �- �ua'T�€IRDEI'� PROVIDED W/SPLIT KIT a� 38'-6" I I 2'-0" p �, C) BG52-3/6 P05T GAP ANCHOR d r , � 51MP5ON ABUbb P05T BASE I I I _ (TYP-ALL COLUMNS) I I Z .. U N O ` o rn � :10. SQUARE HBd6 PERMA GA5T I � ,� I6'-0" I COLUMN#46382 W/SQUARE 22'-b' A A 22'-10" I6'-O" bxb P.T.POST WITH 51MP5oN j U > rn FLAT GAP d BA5E OR EQU I BG52-3/6 P05T GAP ANCHOR d o 0 N} i I 51MP50N ABUbb P05T BASE I COVERED I - CORNER COLUMN TO BE 4 COVERED Q (TVP-ALL COLUMNS) "' _� 2,5 - PORGH PROVIDED W/SPLIT KIT 2" U' ALIGN TOP OF PORCH `r' � zo �' )�M TRANSOMS Q w c) 4'-II" II'-3" 6-4" b'-8° II'-3" 4'-II" S'-O" 8'-0" U = ti 2 4 in - p x I (2)3010 TR (3) 816 TR ' () c"' AL16N TOP OF ® "H EEyy (3) 850 DH i I 51016 TR I - ' TRANSOMS (2) 0 DH WI RE15 NDOW ®8 HD H 14 I 6080 5L.6 . OR W/ I I pl ( I (2) 18 51 FLIGHTS Iq IL g01bTR (3)2816 TR (2)3010 TR 6080 5 . GL. OR W/ I (3)285 DH ® 8'-0" DHT 151 I I (2) IS" DELIC-HT5 I I 151 ® 8'-0" D WINDOW (2)305 DH ( Iq DI -4- — — — — —I i I 1 D1 HD L - - - - - - - - - — J HD DI DI - _ I r - - - - - - - - - -� I Iq - - - �r - - - � cv L... — — — -J 2016 TR i 12 = r - - � _�- - ter - 525"x IIT/8'LVL HDR HD — I —I I— —I o 2052 DH N Z H L - - - - - - - - - - J HD DI - - - �L - - - � L - -- J - - JL - - 21 "G' N � � ® 8'-0" HD HT u O 6 _ 8 CV r - r - `� r - (2)2X10 HDR CONTINUOUS D1 / \ J 5.25"x I I T/8 LVL HDR - r - - - -I(- -- - , ,� � 525"x II l/8'LVL HDR J / \ o O 21 ..G.. L - -- -1L- - - L- - - -� L - - - -� - - - N HD 4" 12-015'-0" b1, N I— -I - e 10'-4" u - - - - - - / \ DI CONTINUOUS 1z (2) 2X10 HDR ° I FIREPL E Z bill / IS'-0" \ _525"x II T/8'LVL HDR 4" 12'-0" 4" `r 11'-0"GEILIN6 I I OU L o l0'-4" q'-O"GEILIN6 BREAKFAST AREA I LIVING AREA I 0 F I I BEDROOM #2/ I �^ U- In II'-0"GEILIN6 OPT. DEN I G I N O Cn 17 L _ I LIVING AREA i BREAKF65T AREA ry I z RAISED HEARTH I Qj� c) q'-O"GEILIN63 5010-FAB I BEDROOM #2 FWH OPT. m ❑ I 2'-0" 2016 TR = � T � 1� FI PLACE I / I iv I x F_ 7 ® 8 0 HD 20152 DT -' F+y I I 5010 OPT. DEN 1 e TE14P GL OR5 I FWH OPT. 1 { I II'-o" 2'-O".� L -1 B-5 15ED HEARTH I FW-2 bbd �'s6 I 12'-0"STEP GEILIN6RA I e � --,I I GREAT ROOM B-5 `�' ( I I d (D ® 11'-0"GEILIN6 i DW iI I I CD _ Nil O ENERGY I 4" O GL.IN 4 - I 4'I ' 0 ® KI HEN L___JI I o I b' o 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS Of ENERGY CODE AS 2 O II=0 r w Ir-- ® 4" 8'-0" 3 8' 4'-0" I 16'-4" (W THEY APPLY TO ENERGY CODE ARE BEING FO OWED 12'-0"STEP GEILIN6 II DW I II'-0" G LING ® � 5D i n .p / n n 2'- " Z 2. ALL CONS UC N OMPLY WITH THE 2015 INTERNATIONAL ENERGY 2_O I GREAT ROOM I I KITG EN 22 X 3o ATTIC a� ® - I I (2)2816 TR v I ( IL——J ® � ACCESS HATCH q-0 CEILING in m � � � � SD I � I I I � I I (2) 2852 DH � /1 CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE b" I 16 4„ I I 3'-0" 4'-0" °O bO �ybb 'yOb �e BATHROOM I I I ® 8'-0"HD HT V PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY r F >xbo O (2)2816 TR I I I ` I �, F© N-t\D6 I II DINING AREA 1 ry I 12 SQUARE HB$6 El EFFICIENCY REQUIRED BY THIS CODE. 2' 0" 4 I I I I I- 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A (2) 2852 DH I I PERMA GA5T COLUMN WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY ®8'-0"HD HT I I I Q 5-8" 4' -0" 4�- -4- 4"11 WC (4)2x4 I I I I I W/SQUARE FLAT GAP WITH IRC N1101.14. I- -I O I I I I `b� W/D I CL. I Add P05T REE 21 G J $ BASE (OR EQUAL) -� m 0 12" SQUARE HBd6 N DINING AREA m - _ J ° cv Dl 2'-0" " 2'-6" CORNER COLUMN TO �^ r 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL - I I c• I I I I \ / [� EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. = PERMA CAST COLUMN I I I 21 'G I I `� yp® I \ BE PROVIDED L ' a� W/SQUARE FLAT GAP `� " m - SPT T F- 4 -10" 3-8' 4 - - - - - - - �r 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE _ I I REP (4)2x4 b- - Q `° dBASE (OR EQUAL) - \ / o 6" 4.. b.. a - - (- INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE u, 3-4 4' 2-O" 11-2 REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL CORNER COLUMN TO 2-b b" 2 0 \ Dl / POST 666 C D .V ��� N - ` p Iq ) BE PROVIDED W/ BATH � - - -1 =, 2'-0" - F- U COMPONENTS AND VERIFY COMPLIANCE. v I 5D _, DN 4R D1 5016 TRY Z SPLIT KIT 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS e b „ 4 „ 6' "� " „ b I `r �t 1'o II'-0"GEILIN6 i (3) 2x6 HDR`' % II 2 2'-0" 4 3'-4" 5'- 4 5'-6" 4 6-0 L - - J rnIFEF� -0 GEILIN s o OVEREDI � 3080 EXT INSUL OR o U THAN OR EQUAL TO 3 ACH50 IN CZ4A 5, 6A TESTING SHALL BE CONDUCTED BY AN HO 6 W Q �� 0 6 FOYER APPROVED THIRD PARTY. Iq 'L s EF q ILIN6 LAV._+ _ 2'-0° DN 148 = �© m Y N PORCH W/(2) 12 O Q 5016 TR pl - LUN RY I , 7.DUCTS - SUPPLY AND RETURN DUCT'S IN ATTICS SHALL BE INSULATED TO A MINIMUM I Gly 4-b151DELIGHTSOF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3" IN (3) 2x6 HDR �9Q II'-0"GEILIN6 o bi "= „ DIAMETER. 0 3080 EXT INSUL DR IGOVERE FOYER PANT. X'GL. WN UP IR NOTE 5: Ob ® 6026A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. W/(2) 12 PORCH ,flm � 2x6 51DELIGHT5 I 4'-b" <r CL. m P05T 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR ILEAKAGE BY Iq cv ® I AN APPROVED THIRD PARTY. "' '� DI 3'-4" SD ? NOTE "5": 4" 6'- 4' 4' 0" b T'-O' 6" 3'-4 4 3-2 4" 'ti 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. HD - - �° 02 gs8 � � (4)2x6 � UP IR 22"X 30"ATTIC 2868 INSUL DR- � 1�2° bxb P.T.POST WITH e - ? P05T AGGE55 HATCH 45 MIN.FIRE � - _ - :fl X66 x 3 SIMPSON BG52-3/b p 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR _+ 8 SHWR PAN <55F DEGREES SHALL BE INSULATED " " " — — — O � r r - 8 4' 3 2 4' 3 4 b' -10 4' 2-0 4° 4 0 4�� 5 0 4° lo" RATED W/SELF �n = � I I P05T GAP ANCHOR -' WITH R-3 MINIMUM. I'-2" WC — — 2868 INSUL DR- CLOSING DEVICE _ _ — q-0 GEILIN6 SD o O 0 d SIMPSON ABUbb Q N N N ri !� (V bxb P.T.P05T WITH ® TEMP 6L PRTN L- POST BASE(TVP- w M 51MP50N BG52-3/6 P05T I 0 x b� ICL N,4' DOOR _p I ALL COLUMNS) O 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC "' GAP ANCHOR d 51MP50N I 5HWR PAN 'yb fl - - - 45 MIN.FIRE ABUbb P05T BASE(TVP- 0 "' R`�W/SELF 12.EQUIPMENT SIZING - PER ACCA MANUALS, BASED ON LOAD CALCULATED PER ACCA ALL COLUMNS) I � Jj TEMP GL PRTN ® q'-0"G ILIN6GLO51%DEVICE - 4"MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. EF 6 6-10' - 4'-0M q-0 $ I I ® 83)-0 BOD TR a d DooR WI L _ _ _ TWO GAR GARAGE 10-0 FILING 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE r 10'-O" FILING bb '4'P.G.SLAB(MIN.3500 P51 GONG) = MA R EF© HT ((T(TEMPERED)DH HIGH-EFFICIENCY LAMPS. (3)2410 TR IO b„ XI 4„ = REINFORGE4 WITH bxb,IOAO W.W.M. " `t Ir~ �) L J q-0 MA TER 4 4-O b'-10" b" o b (R-21)BATT5 BATH OOM ® 8-0 HD HT �r «SLOPE GARAGE 5LA13 DOWN 2' + u' 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 I _ O q-0 GEILIN6 x I I (3)2450 DH BATH OOM TWO GAR GARAGE TOKAP05 6ARA6E DOOR wC ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL ENERGY I : " WIGL L_ -I rn TYPE X GYP BD ON GARAGE ?6 LAV LAV (TEMPERED) «4'PG.SLAB(MIN.3500 PSI GONG) 5 0 0 u> z cn co rn cn CONSERVATION CODE. H SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR q'-O"GEILIN6 WALLS t CEILING 6 J 12 z z z O z z z z REINFORCED WITH bxb,IOAO W.W.M. TYPE X GYP BD ON INT OF LIVING O TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF I J I • • WIGL 6"(R-21)BAITS «SLOPE GARAGE SLAB DOWN 2' IN " " — — _ _ O O O p O O O O THE MECHANICAL AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR LAV LAV 610 SPACE COMMON WALLS TO 6ARA6E _ _ _ - DI j UPGRADED STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE TOWNER OR �b TOWARDS GARAGE DOOR o - w w w _ w w w w «J'TYPE'X'GYP BD ON 6ARA6E 5 p `O w w � w � w BUILDING DEPARTMENT. cz 12 - — — — — WALLS E GEILIN6 FIN-2 2010 TR — — — — 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 2015.. TYPE'X'GYP BD ON INT OF LIVING 8'-O"HD HT m DI o o SPACE COMMON WALLS TO GARAGE � f— — — — — — -- — — — — — — - - � � � 2050 DH N N UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH - - THIS CODE. 2010 TR 10'-0" FILING 4" 18'-0" b 4'-211 4" I I6'-0" I N 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH ® 8'-0"HD HT - Iq SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 r 2050 DH 1 _ N I I I 4 I D1 � (2) 2X6 HER I I CONTROL SYSTEMS. 6" 4'-6" b" IS 0 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN L I 11'-0"STEP GEILIN6 I _ I I ~ ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP MASTER ( 2X6 HDR DI p/21 IbOTO OH DR I II'-0"STEP GEILIN6 I W AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. I I I a - - - - - - -V -N I. e I MASTER I 2-0" CL BEDROOM I _ Dl HD 5 1/4"x 16"LVL HDR HD BEDROOM `r' } I I o 0" I o e - - - IbO10 OH OR - - - -4" 16'-0" R.O. I'-b" 2'-O" 1,-o,, b" 21-011 I I j Y w 2015 IRC- 62421.8 (503.8) _21 o ( I HD 5 1/4"x Ib'LVL HDR HD D/21 1830 DH I I o VENTING SYSTEM TERMINATION LOCATION: - c THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT' I I 6� DI ® T'-O"HD HT I I 2010 TR C� OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT ILEA5T 2'-0" 2-0 21-0" 2'-0" i'-b" 16'-0" R.O. 6'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPLIANCE WITH D/21 0 1 I r- - ® 8-0 HD HT w pill 4 AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER I 11830 DH D/21 Iq pl o A I ( 1 2050 DH WQ 1-+�-I �+ HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION GLEARANGE, I I o 0 T-O"HD T DI DI e-5 L - - - - - - - e _ � AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE 2010 TR I I - �, I 4 I- -I 4 ❑ AT LEAST A 12 INCH VENT TERMINATION GLEARANGE.THE BOTTOM OF THE ® 8-0 HD HT F- 7 _ VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" 2050 DH � I I Iq A (2)2X6 HDR (2)2X6 HDR I m w ABOVE GRADE. N L - - - - - - - - - - - - - J B-5 I � f-z�-1 L _J DI Hp - - - (- - - - -I HO pill 0 0 v z h-�� m (2)2Xb HDR `9 (2)2X6 HDR L 3010 TR 3010 TR J 19 N w OL D DI ® 8'-0"HD HT ® 8'-0" HD HT DI Z o o 3050 DH 3050 DH - - - 2015 IRC- 8312.2.1 HD r 3010 TR � �3010 TR ` HD J IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW L T L D W OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED FLOOR AND Iq DIT " DT l LINE OF MASTER BEDROOM 4-0 q_O 4-O 4-O q-0' 4-O 0 6REATER THAN T2"ABOVE THE FIN15HED GRADE OR OTHER 5ORFAGE BELOW Dl 14� FRONT WALL® UNIT 12 ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: IT'-o" 4'-0" IS'-10" FW 18'-10" 4'-0" IT'-0" , y *OPENING5 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 _ Ir Ir T 4 �Z_ THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. 351-10 I { « 351 lo" F FALL PREVENTION DEVICES THAT GOMPLY WITH ASTM F 20510 FIRST FLOOR PLAN ,R (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE UNIT 12 2" UNIT 11 FIRST FLOOR PLAN \1 y a bI CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT ++ �+ REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN 1/4"=1'-0" LIVING AREA= 1,590 50. FT. 2 HR 5EPERATION 1/4 =1 -0 LIVING AREA= 1,5gQ 50. FT. � 5.1 SQUARE FEET. MODEL B- 1 (MODIFIED) - MODEL B- 1 (INKBERRY) COVERED PORCH AREA= 212 50. FT.GARAGE AREA= 31150. FT. WALL PER UL#336 GARAGE AREA= 31150. FT. Oh 1�0 NEW COVERED PORCH AREA= 212 50. FT. f JOB ONE CARBON CARBON MONOXIDE ALARM IN NEW NOTE IV: EF =EXHAII5T FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO 2016023 ONE AND TWO-FAMILY DWELLINGS, STAIR MANUFACTURER TO DE516N HD= HOLD DOWN 50 CFM INTERMITTENT OR �� + REVIEW THE5E CON51RUGTION DOGUMENT5 UPON REGEIPT DUET CLUSTER W TOWNHOU5E5 AND DWELLING UNITS IN MULTIPLE LVL GIRDER GONNEGTION5: © 20 GFM GONTINUOU5 NOTE V : FROM ARCHITECT AND REPORT ANY AND ALL UNITS I 1 (MODEL B 1 ) U) SHEET NUMBER GROUP R-2 BUILDINGS(CONDOS d NOTE: STAIRS TO MEET ALL APPLICABLE • ALL DRYERS TO BE VENTED Q = GD-0P5)AND UNITS OFFERED FOR SALE, ALL WINDOWS SHALL BE CODES AND TO REPORT ANY FOR ALL MULTIPLE LVL GDISGREPAIll INCLUDING ANY DIMEN51ONAL GONFLIGT5IRDERS, LAG BOLT TO OUTSIDE AIR PER CODE � IN THE IMMEDIATE VICINITY OF ANDERSEN 2C�0 SERIES D15GREPENGIE5 AND GONFLICT5 TO TOGETHER W/ I/2" BOLTS @ 2'-0" O.G. 2" MIN Got « ALL WASHER To BE IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE z BEDROOMS,ON THE LOWEST FLOOR THE ARCHITECT PRIOR TO STAIR = TEMPERED MIN. 4+� FROM ENDS ® DETE�GTOR Nox1D>r PROVIDED WITH DRAIN PANS MEASURES PRIOR TO CONSTRUCTION. DO NOT SCALE 12 (MODEL B 1 MODIFED) FIRST FLOOR PL N a — 6LAZIN6 FROM TOP I$ BOTTOM, LEVEL CONTAINING BEDROOMS. FABRICATION. DRAWINGS. DIMENSION5 5HALL BE GALCULATED AND W JLl ®yp SMOKE DETECTOR NEVER 5GALED UNLE55 OTHERWISE NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017; ALL RIGHTS RESERVED IN5TALL ICE E HATER SHIELD PER MANUFACTURERS IS'-0" HIP WIDTH z ^ 1 Ilk U) I— W SPECIFICATIONS TO MAINTAIN PRODUCT HARRA 18'-0" HIP WIDTH W E NOTE: �r _ _ (37 fI�ER_ - r �r APPLY ICE 4 HATER 5HIELD IN FAIR HEATHER WHEN THE AIR,ROOF DECK IL L J �- L J I AND MEMBRANE ARE AT TEMPERATURES OF 40°F(506)OR HI6HER. 2 � II o V � � PRE-ENSINEERED ROOF — — — — — — TR11 Es Pt3Z TRU 6 MANUF �r � _ _(37 2 if1DER - - - -�- i 1 ��'ss �N � �\e I � _p s` L L J L J L J I T� � v) Ct 2 HR 5EPERATION I �' I U +-1 ' v I WALL PER UL#336 1 I •� U N Mrs sTRAPPrnir (LEr�TMs vArrn I GS CIF ��Q 1 I 5EE DETAIL I/FH-2 I I � N y WALL SHEATHING To I I s -� 0z - GONTINU0115 I y/ �y I I I ( I z V "n TOP OF TRU%HEEL I I b '�` ( L p °) 1 1 I I I Q Wc. m N F�W16HT VARIE5-5EE TRU55 MMN65 FOR I I I = Lo M co ACTUAL HEEL HEIGHTS I A A 11'-0" PL HT. ' ❑ u U B-5 I B-5 + 12" HEEL HT. I I ( 11'-O" PL HT. 1 I + 12" HEEL HT. 12 II'-0" PL HT. ' NO "R" a VARIES , + 12" HEEL HT. 'I I 11'-0" PL HT. IQ z + 12" HEEL HT. '�' I -I , I �I 12 . . m q 12 I y R I0'-4"OVERHANG WIDTH 11'-4" OVERHANG WIDTH IOH. 1-011 GUTTER R! 1�I p I```�3 Z 2 12 `� " i t cY r -�1 O • E3-4 `1 12 �q fl = 9-0 PL HT L - - _ _ _ _ _ — LJ F- 8'FASCIA t3v = I I q ' I OH. 81 `� +8"HEEL HT. 131-4 0 r� tY I'LL Fr FRAME L J Q'-0"PL HT OH. 1// // — — — _ — — — — — — OR 0 — — _ _ 4 + 12"HEEL HT. -' o j7 j� — — — __ _ _ VENTED VINYL 50FF = _ — — — — ——— — — -- i I 61-4 / //// O I'-o" I E / / ��� // /. „ / /// / // /// I I-0 PL HT 0 OH. _ _ _ _ = j 7 /j j/j j// OVERLA TRUSSES �i F �-_ O - - - --- - - /. -1 LL Lr) LEADER TO PRYk ELL- — // IIII / // i , / // i I 6" o M l 11'-0" PL HT. II'-0"PL HT OVERLA TRU55E5 /j//j ��///%j/j ( 11 OR z DETAIL '' ' '' ' � ' + 12 HEEL HT. / / /j// 4�/j/////� �I 1 I I ❑ � ,//j//r ///j///• I I ,1 II NOT TO SCALE B -4 IIII /////// �j// ///; f� jj//jj/ �jji/i�/ � J=��i � �—'� INT.BEARING / WALL BELOW 12 FLU5H ROOFS NOTEiI HALF OF _ //// / � FASTENERS a EACH HIP RAFTER —I / / oma' 51MP50N HGP HIP SEE PLAN — j j/j // / /� T q B ~� EW of STRAP o e CORNER TIE 6 1 1 I I I INET BEALL ERI O LOW OH. I '-tilt I 12 /// / " " w e I I FLUSH ROOFS T ,// // // // II- - �I I NOTE R I I c= II IL _ JI I I m 5 I I I -1 - j// j �-1 11-o PL Hr. _ + 12" HEEL HT. ❑ ° ° �m l- — � NOTE "R" I I� �I ////// ////////, - I 1 i � I I I 12 II ° ° -I j//jj// , / //,�/-� - - - - - I I � III I � q O °o I I '- I It_ __JI 5MPSON STRON9,Ir I I i-r n I - oo I N %/ �/ ' //' _I I I I >Y II M55TRAMW 12 II — . '/ / /% / /� IALIGN FA5GIA514-Iae q iI I ////// (// HATGHE REA INDn-AU U5E IN GOMBINATION ONLY WHEN EXTERIOR WALL TOP II I to J I I I r- _ _ _ /j ,{/ /j/ I� LOGATI of#IRE TED ROOF i I I III( rte' PLATE HIP GONNEGTION II a I I I I_ 1 / / / Ij//�X/i/��� r 4 EAT�IING,I o FROM _ _ L � IIII 11'-O" PL HT. ` 5TUD5 AND-RAFTER5 DO NOT ALIGN ALIGN FA5GIA5 I I I �1 I ROOF Bi K�AK//// / /I ///i j j/ (OD GEN F�R�EWAI� EACH 51DE + 12" HEEL HT. 11'-0" PL Hr. (II( � I I I I S I ► I I �/j j /j j �/�j• = � �� I I I I cn r , DETAIL DETAIL3 + 12" HEEL HT. IIII L -� - - ( I I C= - _' L= f/ �j /'f/L - - - -U- - J I - z V IIII I _LF �' / W // // I ALIGN RIDGES NOT TO SCALE B -4 NOT TO SCALEb -4 - j j //// / - �L I U /// / / TRU55 RIDGE W/VENT -- I ��Q ON O - - - - 0 0 1 L_� AL16N RIDGES n // / l / I T- A59iALT ROOF x"Ns1.E5 5'-b" I ' N I I / I I I I I IICL �i- � � - - - -� I •I 12 I I OH. TRU55 RIDGE W/VENT / / / ,B-4 I >J F - - - -1 1 ( q 1 FLYH=SEATH N6 IIIII s G - - - r- I I - - - j I 5« MLT PA� NOTE: INTER5EGTIN6 ROOFS I I I I 3 - - 1 I I I T- I Ic \ %/ I / //j��jy- - - J L�_ - �1 L`Y' - - _ - - _ ROOF TRU55 GIRDER / i l 12 1 �- - - - -i x I I \�/ // �/� -7L -1- T y STALL �,� / ROOF FRAC WEAVE ROOF 5HINCUS,AT = q r 2 - -I 1 /� / - i- - - - -� I J N r 1 I II / j / / - MANIFILNR3t55F5Z.TO INTER5EGTION OVER IGE I i I — — KWAIN FROOWT HAf4;V tlY. I I 1 I I d� �— — — — — — — — 0H. G41Waa++FRLNTOFFA5GIA / SHIELD MEMBRANE - CARRY I �� I I - - - -I _ J - 4 MEMBRANE MIN. 24" OUT IN I I I I N I _ ROOF TRU55 GIRDER — — _ LT/ I // // I u s I 1 w ALL DIRECTIONS OF IIIII I' o„ NL I �- - -i ///// ///////1 I IN I 1 I I S I I effmINTER5EGTION I I I I I z OH. - -� - - - - - ] J �Alv.caKraTORs W AE FICA SOFFIT BEAM z I I I I LL]� I I �t1 I I �>D -� /// /, // I I I , � I I N // // / /, , I I � I I-0PL HT. �'`� \ I i + 12" HEEL HT. a' N I I I I ROOF 'I I I I/ / / // I L- - - - J L I I III TRU55 11'-0" PL HT. /// // + 12" HEEL Hr. I � / A"�rE�MATER%MID I I I I I ; `EN f'"�.R ROOF�zx ATn I Il I I I I I 11 I I I Ij//i NO "R" Ico I NO "R" I I I I65 z ,MEMBRANE ARE AT„ aFawaR I I I I I 1 L-_- J L _ _ _ J 1111"78„ �I 1 I lJ I III o 0 0 °-° 0 0 0 0 I 1 ,1 I > �, �� TREAT®SQfR / / / / I I I (A fn (A Q lA rn (A (A OH. 8 2 1 I 1 �- - - - - -i -�1 III 5 -> 5 w 5 > > > i t Fl V I NO "R” I I NO "R" ' /////// j//j / I I 8 I bH. I ( r // 1 w w w w w w w FASCIA BDARD �OO SOFFIT BOA7m W I 1I _ _ — I I n 1 I I ( I 1 0 C o I I a' W !r !r !r VrB11®YMYL SOFHf I I I // /� // OH. 1co [- - - - �I 1 I{L I I I / / / / I I I / / / 12 12 12 12 � r N o e,.l I i / //� // j / 12��1 12F_-112 1 1 w -I I C ) co, ) I I z OH I (I I L - - - 1 -'- - - -'- I - - I- - - - - � I 8 e //j/ �,},, /j//j/ ' I I' 'I I I I I -�`r Icq 4 DETAIL _ _ _ _ _ _ _ _ _ _ � �_ _ �_ _ _ _ _ I OR OH. I , w I I DETAIL 5 I —I 12 12 12 12 // , ,/ '� I I121�u21 II F_ 12 /j///j � /// // I I II - II I I b-II 1116, II GS /4'- " 3' 8" 5'-0.. 3' e.. � " NOT TO SCALE NOT TO SCALE - I s I I I 1 I I ' /////% // i I I No "R" Z B -4 B 4 I I I I ,,,,;, ,j,,j, / / I I 1 ,I I I W 6.. 1 b'-II" I I I 3_8 I 5.-0" J—_ J—_ WOOD ROOF TRUSS SPECIFICATIONS: 11 NO "R" I / % //j//// _N N L I I I O F-1 U NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. m ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. I I I I II N I I Nr — I I W w 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I I , I I -L /j j/// _ J I I F 1 I w ^ , w D (EQUATION 16-8) w D + L (EQUATION 16-9) I I / / / / ROOF TRU55 D + S (EQUATION 16-10) I I I I I I //j/ /jpi j/ 61RDER5 UNDER 1 1 I I Z D + .6W (EQUATION 16-12) I I _ �/ ///� //- //� DORMER WALL5 I I I D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I I L — — /� j j I + 12" HEEL HT. � D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF ASCE 7-10 I I I I ROOF TRU55 / / 8 I Q FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE CATEGORY B. �� I I 61RDER5 UNDER P/� // FRAME 10'-O" PL HT. I I I ( ) 10-0 PL HT. I ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: + 12" HEEL HT. 1 I DORMER WALLS //j//� OH. + 12" HEEL HT. FFA5G1A5 I I 12 12 I ❑ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE?-10 , TCDL = 15 PSF, BCLL=iOPSF, I I I 2'-0' I 2'-0" AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I I I I IO'-O" PL HT. OH I ( q q I Il OH. Iii + 12" HEEL HT. TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. I I I I FAMAS 10'-0" PL HT. I m 12 12 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OTTICVIL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE FOLLOWING 200" q r— --�q I i 200" + 12" HEEL HT. I I I I w INFORMATION: I( I I L — __ — — — — — — ——— — J I z U 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. —J 2. LOCATION OF ALL JOINTS. I �� W ' — o o to 3. REQUIRED BEARING WIDTHS. I I I 10-0PL HT. A A 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I — J + I2 HEEL HT. _ L r 7 c 4.2. TOP CHORD DEAD LOAD. I L — — _ — — — — — — — — _ — r ` 4.4. BOTTOM CHORD LIVEDEALOAD. L — — — — — — — — w — — — — —) B-5 4.3. BOTTOM CHORD �k 2 HR SEPERATION WALL PER UL#336 F- 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. O 4.6. CONTROLLING WIND LOADS. T'y SEE DETAIL I/FW-2 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. _ 1 LLT1 II 6. EACH REACTION FORCE AND DIRECTION. UNIT 12 UNIT l l 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY U, IN LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. cuwf) r (0 �( 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. ROOF PLAN ROOF PLAN _ d ❑ 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. MODEL 1J I (MODIFIED) MODEL Bl INKBERRY11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. .. .............. . _ 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 1/4N=11-011 Z 4 -Z -� JOB NUMBER AREA OF ONE ROOF • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLYWITH BUILT OVER ANOTHER ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. 2016023" ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE TiGHT 6UTTER5 I LEADER5 INSTALL ICE AND NOTE 0: NOTE 5: NOTE R: W FITTING• TRUSSESSt�SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIS. BLE FOR THE MEANS AND METHODS OF ALL GUTTERS & LEADERS SHALL BE BAKED WHITE ALUMINUM .032" MIN. GAUGE, HATER 5HIELD PER PRE-ENGINEERED PRE-ENGINEERED PRE-EN5INEERED _ DUET CLUSTER. Q SHEET NUMBER ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN 6UTTER5 SHALL BE 5" 5EAMLE55, O.G. 5TYLE W/ ALL RELATED 4 REQUIRED OVE AY ROOF SCISSOR ROOF �� UNITS 11 (MODEL B 1 ) 8�ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING do BRACING OF MANUFAGTURE 5 RL ROOF TRU55E5 @ 24a METAL PLATE CONNECTED WOOD TRUSSES. AGGE55ORIE5. LEADER5 SHALL BE MIN. 2"x3", .021" GAUGE W/ GLIP5 I$ ANGHOR5. 5PEGIFIGATION5 TO TRU55E5 ® 24" O.G. TRU55E5 @ 24" O.G. O.G. DE5I6NED BY z ' PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ON TRUSS DRAWINGS. CAULK $ 5EAL ALL JOINTS. PITGH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. _ O • TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL MAINTAIN PRODUCT DESIGNED BY TRU55 DESIGNED BY TRU55 TRU55 ENGINEER 12 (MODEL B 1 MODIFED) ROOF PLAN 1)• THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED EADERS G 05ED GAP DESIGN . w B � 4 TO RECEIVE L L AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. RECEPTORS 8 ABOVE GRADE WARRANTY ENGINEER ENGINEER COPYRIGHT GRCH ARCHITECTURE' P,C, 2017; ALL RIGHTS RESERVED OPTION#I CODE 5EGTION 10bb-EXGEPTION 4: 48" MIN 48" MIN H ^ , DESIGN No. U336 FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 IZ W SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 106.6-EXGEPTION 4: SECURE ROOF SHEATHING TO G-RUNNER TRACK C , SHEATHING 15 IN5TALLED FOR A 015TANGE OF 2"G-RUNNER 1TZAGK2" -CAULK FOR 0 WALL RATING - 2 HR. FIREWALLS MAY TERMINATE AT THE OPTION#I SMOKE TIGHT JOINT OVER � � 4'-0"ON BOTH 51DE5 OF FIREWALL UNDERSIDE OF ROOF NON-RATED U 2 FINISH RATING - 120 MIST. VSHEATHING PROVIDED THE ROOF 15 METAL EDGE FLASHING OPTION#2 O (� ' 48 3 STC RATING - 61 (SEE ITEM 7) " 48" PROTECTED WITH 5/8"TYPE "x' � GYPSUM BOARD DIRECTLY BENEATH SECURE WALL SHATHING TO V THE UNDER51DE OF ROOF SHEATHING G-RUNNER TRACK TYPICAL ROOFING ZO ^ 1 AND 15 5UPPORTED BY 2"LE06ER5 RODE TRUSS o L TX ATTACHED TO THE 51DE5 OF ROOF U P.MMI�I ''C) m `� FRAMING FOR A MINIMUM OF RAKE TYP � V DI5TANGE OF 4'-0"ON BOTH 5IDE-5 BOARD- _ N GI U K FOR SMOKE T16+ ROOF WCK AND OF �ITFIINL4'-O"of REWALLALLON NO GS IN ----------- x ------ x Z 0)vi ' rn OPTION #2 TYPICAL SIDING ---- O V a M L _ .__ ;�' ^• J I T OVER EACH SIDE.MINIMUM CLA55 B ROOF w m M ....... .r`.'...... ..,.....'+►... _...-.--_- --.A\,. ,,. .•.•........--...-......-....•--. 2 lUDS CONTINUED TO U IDE ROOF 55E5 0 24" O.G. SHINGLE TO BE INSTALLED HIDDEN METAL FLASHING: � U Q o �, v -.,.. ...- .........._ - "": .,,.....,-_ __.-............... -r._T__... ms.__....,µ... .,_:_ .,......., 12"VERTICALLY d I2" HORIZONTALLY ❑ = ti - OF F 5HEATHIN6 () Cl) -j ... _ ...----- 2x4 1 E06ER5 W/ r> j ... ... L.... ti�a ..---.. ... F` OPTION#I �;�.•1 x �":1 ; ,; -;, I AI SPACE EA. SID OPT #2(TYP) e }.:'tiff ' 1 � , \. s•� .,t;.,/.,�i t.�•.!� } 2'x2"x2 "LONG I. OPTION#2 a .063 U56 ALUMINUM VWW INSTALL�`TREATED PLYWOOD 5HT6 _ BREAKAWAY CLIPS FOR MIN 4b"OUT, IF LOWER ROOF 15 ;...--•••••••••• r4" AIR SPA \',••'•, GYP. BD. OR MINERAL 30» SECURE ROOF �T.) LE55 THAN BELOW HIGHER ROOF WOOL FIRE BLOGKI TYPICAL ROOFINC7 - 5HEATHIN6 TO TRUS ��O1�1•�'�•���iRAT10 A 3 1/2" (R-13) BATT ASW (LIPS OR -O(o3 USCF - .063 U56 ALUMINUM z ALUM ANGLE CLIPS x�-----------Tx x�----------- L BREAKAWAY GLIP5 0 EXPOSED FIRE FROM ARFA Sk.11 �lUVTION WAT.J,SIDI=()?NLY AIR SPACE---._._..,........___.�M w_._....------- _...... DOUBLE H-STUD TRACK I»AIR 5PAGE -- - I" AIR 5PAGE D ,•-,, ,- -, 4 ' _ .-"�� 5GREWED BAGK TO BACK i•* �F (2)PIECES 6.P.T K IN FIRE611ARD I/2 GYP.BD (n DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND z0 ..r TYPE X 5HAFTLINER TER PROOF G[ , INISH ON BOTH _ wwwww�.ww_w,3 .„.www__ ;-»_»ww_w.�....,,,,,., BACK TO K OR MINERAL ...wwwwww_a. •--- fir.._ ....,.. ..� �._w--- _ .,.� 510B AND EDGf5 .�. w__www .r :_-- ,• A K AG CEILING NU GYP BOARD Bo RD5 G �..{....I . .... ,�.. ,`�;�.111 ;-. WOOL FIRE BILOGKIN6 �. I" AIR SPACE W LL :::.:":....':..::::.::::::.....:.............. :... :...:....::...... ::_:,`:::.::. :�i�....`. .� :.::::.:-i----:_:: .......... . (2) PIECES 6.P. TOUGHROGK 1" 2" H-5TUD TRACK I� .Y 4............ .......... . .. •.. :_................................----.... ......... _ ........ - FIREGUARD TYPE X SHAFTLINER O m vI `4 :+ ...__........_ ... :` WATER PROOF BOARDS W/ 2x4 P.T. SILL PLATEQj� 11, �: % i ,��: F,' '`+ FIBERGLASS FINISH ON BOTH SIDES ❑ ! �'k ..t •".` .'` ✓r ;L x...,..... , . ;; .. _ _.: ..�.---- 1 .. \ cr_ .........._._,_._..,..,. .I AND EDGES F I R5T FLOOR 3/4" T46 05B 3141f AIR SPAC " 5UBFLOOR- GLUED d OPTION#I `•�' i j 5GREWED - RUN RIM JOIST PER:FLR JOIST MANUF. CODE 5EGTION 10bb-EXCEPTION 4: CONTINUOUS BETWEEN ~'= JOISTS PER PLAN FILL IN CAVITY AT FLOORS AND CEILING hU ROOF TR U55 FIREWALL MAY TERMINATE AT " "�,FlI,;RA' •1Clr f.3 PLATE5 AT EXTERIOR = GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF 5HEATHIN6 IF FIRE O WALL w (2) 2x4 P,T.SILL PLATE BLOGKING Ob3 U56 ALUMINUM RETARDANT TREATED 5HEATHINC7115 EXPOSED` O[�•�RE ��RE:}'�'1, 14TII.._R SID BREAKAWAY CLIPS 4-O _ _ _.. tt ......................•-•...._.... INSTALLED FOR A DISTANCE OF A _ � - ON BOTH SIDES OF FIREWALL :;i4" 114" ;�;4" (R-13)GLO5ED CELL SPRAY FOAM IN5UL ii",P ANCHOR:BOLTS(14" LONG + L1J >r ,„ „,, r� SP�1C,C .............., ; c.r.�r ,_...._.. Alit 1,;PACE ALONG IN51DE FACE OF FND.WALLS-FULL HT ''i. ° 3" HOOK,b" MIN EMBEDMENT) OR OPTION#2 AIR SE r C ° CODE SECTION 106.6-EXCEPTION 4:OR DRAPED BLANKET INSULATION :fl 3"XYA" ? i '+ a }::-< ADHESIVE A�NGHORS W/ m ! __-_ --- ,...:.... ........ FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF • _< --r:- . + WA5HE L ® 24 0/G r ^ % 1 : :, r,;,; , .'+.''.'s' �° fr; R P NON-RATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH v J A = \..r I . v ti/ ,i !: (1)#4 HORiZ.REBAR ° . ❑ O ,l 5/8" TYPE "X"GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE C l;�''' ,� i '•,',.�i','•tib''\+.i•�• ; J�'i �;(';; i' •,-I ° , OF ROOF 5HEATHING AND 15 SUPPORTED BY 2"LEDGERS ' + �+�' i - •�' +!`. `' :``��` i: �f�Jr':�A _ ' `, BASEMENIT 2 HR FIREWALL SEPERATION DETAIL 4 (I)#4 HORIZ.REBAR® MID ' '•, t ? ,ify:' L�,�`.� e �'`' `' ?,• ,',i ti i �! ':• --'=`�` HEIGHT OF WALL STORY e. I, �\ \ ,•-^ i t ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCA ONS FW2 DISTANCE OF 4'-0"ON BOTH SIDES OF FIREWALL.ALLOW NO OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM ( ) '' `L > 'I 12" FOUNDATION WALL ON 24"A2° TYPICAL BASEMENT SLAB GLA55 B ROOF SHINGLE TO BE INSTALLED. t 4'PL.5LAE5(MIN.2500 P51 5TG RATING,P.G. FOOTING �, Y J� ,. „` , •`4K x:\,-:. °. ° �:r WIRD ;' �\•� ,•. �2 L=rr '`f E;: i " ' ``:+`` � 3 `'�. a 6D06MIL.POLYETiELENE � t 1�`' VAPOR BARRu� ( OPTION 1 _ ' ,! � - �+•- '':', . �•-• �- USG BROCHURE SA100 FIRE RESISTANT # �-A, 'r f��';,,,,._ - !`�.........,_ �� ' 77 f�r i �o. _�<;t; +�TAMP d FILL TO q5`�DENSITY ASSEMBLIES) CODE 5EGTION 706.6-EXCEPTION 4: � r , • ' �� �• ° e PAGE 22 (AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDER51DE ROOF OPTION#2 Z '•"'{', , t`,`� ; ;!:y f;:;' -�,�`�+ ° a ° ° . SHEATHING IF FIRE RETARDANT TREATED • • •�,, s i ► ( ; -'"' a a ° SYSTEMS) GODS 5EGTION 106.6-EXCEPTION 4: W �,,`I.y: ( r '. +' 11,i) �- i, ti• r �'' a c SHEATHING 15 INSTALLED FOR A DISTANCE OF FIREWALLS MAY TERMINATE AT THE a a TEST#UL DES 0341 4'-O"ON BOTH 5IDE5 OF FIREWALL UNDERSIDE OF ROOF IKON-RATED D ° ACOUSTICAL PERFORMANCE = 5TG 60 4b�� 4g" PROTECTED�THI5/8""!TYPE W'THE ROOF IS U TEST#RAL-TL-88-350 � HORIZONTAL #4 ° a a. 6YP5UM BOARD DIRECTLY BENEATH o BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF 5HEATHING a a MINERAL WOOL BATT AT EACH SIDE AND 15 SUPPORTED BY 2"LEDGERS SECTION 1201.2 OF 2015 IBG- WALL5, ATTACHED TO THE SIDES OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILING FRAMING FOR ' MINIMUM OF ASSEMBLIES SEPARATING DWELLING 2' H STUD TRACK A DISTANCE OF 4'-0"ON BOTH SIDES I. f=loor, Intermediate or Top Wall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 gals steel, secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM OPTION #2 OF FIREWALL.ALLOW N I OPENINGS IN fasteners spaced 24 in. OG. FW2 PUBLIC OR SERVICE AREAS SHALL HAYE CAULK KO�RRSMOKE TIOH ROOF WITHIN 4'-0"OF FIREWALL N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. EACH SIDE.MINIMUM GLAD 8 ROOF 2. Metal Studs -- Steel members formed from 'No. 25 M56 gale steel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 in. andOF 2 TUDS CONTINUED TO UNDER51DE ROOF 55E5® 24"O.G. SHINGLE TO BE INSTALLED flange width I-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PPOVIDED STG=60 o N N Ci N rMi r~i allo OF 5HEATHING ri o r 3. Gypsum Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 1" Al SPACE EA. SID into "H" -Shaped Studs. G6G INC -- Type SLX. TYPICAL FRAME WALLS yp (2) PIEGE5 6.P.TOUGHROGK I" C�YP. BD. OR MINERAL UNITED STATES GYPSUM GO -- Type SLX UNATE FIRE6UARV TYPE "X' 5HAFTLINER, U56 MEXICO 5 A DE G V -- Type SLX. WINDow I^IATER PROOF BOARDS WOOL FIRE BLOGKI FIBER6LA155 FINI5H ON BOTH SIDES AND EDGIE5 ASW CLIPS OR .O(3 USCF 66 Z co 0) PROTECTED WALL: (Bearing or Nonbearing Ha 11) ' ALUM ANGLE CLIPS o 0 0 °-° o 0 0 0 _- 2 HOUR FIRE 5EPERATION I" AIR 5PAGE S2 0 @ > @ 0 W W 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. wA:LL 5Ho>wN HATCHED DOUBLE H-STUD TRACK W W _W, W � W separation between wood framing and fire separation wall. 5GREWED BACK TO BACK X065 HORIIZONTAL GONTINUITY� �O 4A. Steel Studs -- (A5 an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE WAI1'5 5HALL BE GONTINUOU5 FROM DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND N (0.032a in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gale steel or No. 20 M56 (0.033 in. thick) EXTERIOR IwA1I To EXTERIOR wAL► BACK TO BACK CEILING W/GYP. BOARD OR MINERAL rimed steel cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I" AIR SPACE WOOL FIRE BLOCKING N UNRATED 2" H-STUD TRACK 5TG RA�TINO C� Structural Members by the American Iron Steel Institute. All design details enhancing the structural integrity of the wall a55embly, including WINDOW the axial design load of the studs, shall be as specified the Steel stud desi ner and/or producer, and Shall meet the requirements of all (2) PIECES G.P. TOU6HROGK I" U5G BROCHURE 5A100 (FIRE RE515TANT 1--� 9 p g p GODE SECTION 106.5 EXCEPTION #2 FIREGUARD TYPE "X" SHAFTLINER, 2x4 P.T. SILL PLATE Z applicable local code ogencle5. The max stud spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceilinge UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ ASSEMBLIES) tracks with 1/2 In. long Type 5-12 Steel screws on both sides of Studs or by welded or bolted connections designed In accordance withLM0FIBERGLASS FINISH ON BOTH SIDES 6ARACE PAGE 22 (AREA SEPARATION WALL w FIRE RETARDANT TREATED SYSTEMS) 2 � CODE 5ECTION 106.5 EXCEPTION #3 AND EDGES a A151 specifications. Top and bottom tracks shall Consist of steel members, min No. 20 M56 (0.032Q in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-O" ON UNEXCAVATED TYPICAL TEST#UL DES U341 O m BOTH SIDES OF FIREWALL AND - - BUILDIN65 EQUIPPED W/ NFPA 13 OR No. 20 656 (0.036 in. thick) gale steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between OFFSET WALL NFPA 15R SPRINKLER: G4'P� SLAB(MN.5500 P51 GONG) w w Steel studs, and t0 adjacent assemblies such C15 a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with Steel FIRE RETARDANT TREATED SHEATHING a REINFORCED WITH bxb,Io/lO wwM. ACOUSTICAL PERFORMANCE = STG 60 W w fasteners 5 aced not greater than 24 in. O.G. Studs cross-braced with stud framing at midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END b" WIDE x FULL (I)#4 HORIZ.REBAR I a I ° 0 SLOPE 0 TAMP E6ARA6E SLAB DOWN 2" BASED ON 2x4 FIH TO q5%PEN51T'r TEST FRAME RAME WITH MIN. 3" Z o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. HEIGHT OF FIREWALL TOWAR05 6ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE 0 46 Steel Studs -- As an alternate to Items 4 and 4A, for use in Gonfiguration B only, not shown) -- For Nonbearing Wall Rating - Ghannel ° SECTION 1201.2 OF 2015 IIBG- WALL5, W `� shaped, fabricated from min 25 M56 corrosion-protected 5tee1, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 a I� JJ PARTITIONS AND FLOOR/CEILING o p a A55EMBLIE5 SEPARATING DWELLING UNITS in. OG. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 N.T.S. OFF-SET EXTERIOR WAILL5 FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. Studs cross-braced with Stud framing at rnidheight where nece55ary for clip attachment. Min 3/4 in. separation between steel framing and OR MORE. w area separation wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE SEPERATION (1)#4 HORIZ.REBAR® MID ° i3RO�IDED STSG-60 TYPICAL FRAME HAL HEIGHT OF WALL STORY 0 F� m 5. Gypsum Board -- Gla5sified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to WALL 5HOWN HATCHED (P ANCHOR BOLTS(14 Z studs with 1-1/4 in. long steel drywall nails spaced S in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8" MIN � joint compound. Nail heads covered with joint compound. a EMBEDMENT) OR ADHESIVE z ° ANCHORS W/3"X3"X�4" NOTE: UL #336 EXCEEDS CURRENT FIRE CODE U' o o cn 6. Attachment GlipS -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Gl1p5 secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WASHER PL ® 24" OIG. STANDARDS AND REDUCES; SOUND TRANSFER cn "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS o �� �� AND DOORS ° r 6A. Glip placement (Item 6) for separation wall15 up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and H v Studs. _ a� Q G\Y SSR' cti'� 6B. Glip placement (Item 6) for separation walll5 up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area ° w : ', below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. 6G. Glip placement (Item 6) for Separation walll5 up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 In. OG vertically ° l between wood framing and "H" studs. 8" UNRATED SIDING (TYP) a ° UNITS 11 X3810 a� 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-O" MIN. 4'-0" MIIN. HORIZONTAL #4 IOd nails spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max 16J.A ` - CODE SECTION 106.5 EXCEPTION #3 a �in. OG. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be BUILDING5 EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: (ODE SECTION 106.5 EXCEPTION #2 (MODEL B- 1 ) & { 2016023 framed with a second 2 by 4 in. wood stud fa5�tened 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 S' WIDE x UN5PRINKILERED BUILDINGS: FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" 2 HR FIREWALL SEPERATION DETAIL @ GARAGE 5 Q partition intersection per stud cavity. Non-beaming wall partition stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL ON BOTH SIDES OF FIREWALL FW2 12 (MODEL B - 1 SHEET NUMBER Bearing the UL Classification Mark 2 HR FIREWALL SEPERATION DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS CL IDz Last Updated on 2010-10-2, w. 2 USG AREA SEPARATION WALL SYSTEM UL# U336; MODIFED g N.T.S. AT FLUSH CONDITION FW2 TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P,C. 2017; ALL RIGHTS RESERVED