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42479-Z
FF tk ��or0 CoGy Town of Southold 9/27/2019 0 . P.O.Box 1179 d' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40726 Date: 9/27/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 42 Millstone Ln Unit 21, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/8/2018 pursuant to which Building Permit No. 42479 dated 3/23/2018 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 side and rear covered porches and attached two car garage as applied for. nit 21 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0075 4/15/2019 ELECTRICAL CERTIFICATE NO. 42479 9/19/2019 PLUMBERS CERTIFICATION DATED 9/13/2019 AU,#uffdk Pluift ContranDrs Inc. utho d S ature Sontk, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42479 Date: 3/23/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#21, B-2 model) At premises located at: Millstone Ln Unit 21, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-21 Pursuant to application dated 3/8/2018 and approved by the Building Inspector. To expire on 9/22/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead, 5. Cotnmercial 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. le. 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 ,feature's. 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 J. 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 Are-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 $15.00 Date. �� New Construction:_ Old or Pre-existing Building: of_.(check e) Location of Property: Nouse No. Street Hamlet Owner or Owners of Property: 6 O t,.-- "Suffolk /'Suffolk County Tax Map No 1000, Section �� ;Block ® �.• CC Lot _ 2- NNSabn � e` 4a0 Filed Map Lot: Permit Ne of Permit. Applicant: 44Z Health Dept. Approval:_ � Q�Q l S f Underwriters Approval: PlanningBoard Approval: Request for: Temporar ertifi ate Final Certificate: (ch ck one) Pee Submitted:$ ppli nt Sig re -� "�- CONSENT TO INSPECTION � -'" -- the undersigned,do(es)hereby state: Y 0wner(s)Name(s) 'That the undersign�js)I�((eft, the owner(s)eof the premises in e T w of O � Southold, located at____ which is hown and designated on the Suffo County Tax Map as District 1000, Section 10oi,01 Block,Lot 0 That the undersigned(has)(have)filed, or cause to be Piled,an application in the Southold Town Buildi► ;Insge tor's Office fof the f 11 ing;, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. 'The undersigned,in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold, Dated: ,blit e ( rnN ) (Signature) (Print Name) SOV;®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �� sean.devlin(Q-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To- Rimor Development LLC Address: 42 Millstone Ln Unit 21 city.Cutchogue NY zip: 11935 Building Permit#: 42479 Section: 102.1 Block- 1 Lot- 21 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 Duplec Recpt 45 Ceiling Fixtures 27 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 14 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 23 Twist Lock Exit Fixtures Combo SD/CO 2 Other Equipment: DW, Micro, Fridge Notes Inspector Signature: Date: September 19, 2019 S Devlin-Cert Electrical Compliance Form.xls o� S0 Town Hall Annex 51 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �oUNil,�'�a BUILDING DEPARTMENT TOWN OF S®g7`lt'HOLD CERTIFICATION Date: Building Permit No. i ' Z� 1 Owner:,Ql-\Y,,,-,bV "�Zk) ( n (Please print) Plumber: CtA+frACJV-10I C- .� 1\ . (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu rs ignature Sworn to before me this day of L . 20 ANNA FIORITA Rotary Public,State of New York Reg.No.01 F16368364 Qualified in Suffol n Commission Expires Notary Public, County hO��OF SOUlyOlo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Y-' Aji b o✓`, I� DATE 13 INSPECTOR pF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC T ON ' [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] fOUNDATION 2ND [ ] INSULATION C FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING EMARKnS: Lvd, irm �(e surc..", * vrs+&J,� P\g�i /ov-v/ z - vla f -,,S'iMWltXA O Aq DATE INSPECTOR a0F50U1y ���� )"A �o� opo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] F MING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [LlCA,ULKING REMARKS: �s (V14t DATE [ 7 INSPECTOR SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ! INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORWI OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SUL [ ] FRAMING /STRAPPING [ FINA 440 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: j,,w oyl 6A&�& DATE q INSPECTOR oF souryo 2eLf 71 uh f # # TOWN OF SOUTHOLD BUILDING DEPT. °yCoum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] TIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) r4/-p le [ ] CODE VIOLATION [ ] CAULKING REMARKS: Arc., aj\,rr-&-elfl -�-- �✓C�� !` /A 4f "d- _9 ✓i�= w 1-2 m T / -,I DATE l ' INSPECTOR i 0 �7' y; i EP 2 0 2019 r. ,, by # J � I r9 a t i " >I r GRCH ARCHITECTURE PC 3750 ExPREss DRIVE SOUTH SUITE 202 ISLANDiA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 September 16, 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 21 —Permit# 42479 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement." Resp t Ily submitted, ED A&C,, Resp 'ly S' 05SRT C& X CIA Glen veny, AIA, LEED AP Princ a]. (P �A N 02381'3 0 IF N GRCH ARCHITECTURE PC °`,,fir' �n. - '�'•;- L � "� -k Yb'�„'�`-+stir-' -�P' 3 DRIVE SOUTH 3750 EXPRES H SUITE ISLANDIA. NY 11749 W W W.GRCHARCHITECTURE.COM (63])864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, D ARC C'BeRT C.41 2� Glen Cherve y IA, LEED AP � CIA Principal Principal 0238i'D FOF NE�� MIRCHANICQL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 0 (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC li" '� to r�'1� let✓;aus, h ,;�,ii � �' 37.90 ExPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 VWVW.GRCHARCHITECTURE.COM (631)864-3395 September 16,2019 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. 21 Permit No.42479 Dear Mr.Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. Re a fully submitted, ,��—F-D ARCS, �\5 C5SRT C,,` X CIA Glen herveny,AIA, LEED AP Pri ci I (P 9 023BAo T�OF NE�y Home Energy Rating Certificate Property HERS 42 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Point Rating Date: 2019-09-13 Rating Number: MC109 42 Millstone Ln Registry ID: 985630292 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 50.6 $1172 62% General Information Cooling 0.7 $33 2% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $288 15% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.6 $386 20% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 83.7 $1897 looi 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: 72 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate tClg: 1462 50 Foundation Walls R-13.0 Me o 7o�wer� or Michael Fauci M V/0 — g ��O Z , 53Q — Z• C rl �� Energy Testing Services LLC Lights and Appliance Features A1648 Locust Ave Interior Fluor Lighting (%) 0.0 Ranes /0 g2and Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Cloth Dryer Fuel Natural g631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00Certified Energy Rater: .. REWRate- Residential Energy Ang 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: 42 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms:f more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-09-13 Outdoors Temp During Test: 75 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain to notes) NOTES: eating System Primary: Yes ✓❑No❑ Type: Furnace 91 l Boiler❑Heat Pump[:[Other❑ I z Dentins Tvve s Drat S"ip IlaQe S-RL Nape CO CO E tciett Fuel Tvpe Circle T e ascal_ (Worst Case (Natural) (Worst Case aturcil ` Ratins:95 0 NoP❑O❑E❑ NO�OmE Ste✓ NSA Pa. Pass❑✓ Fail❑_ PassOFail❑ N/APPM N/A PPM Water•Heater Prima : Yes 0 Tie: Standard Tank ✓❑Indirect Tankless El Size: 75 0 Style Common Vent❑ No Instantaneous❑Commercial (See Note 5below) (Gallons) Stand Alone ❑✓ s a Dentins Tvpe 3 Drat Spillage Spi[lape(Natural) CO CO Efficiency Fuel Tytie (Circle Type) (Pascal) (Worse Case) (Worse Case) ' (Natural) EF: 0.69 N❑✓ P❑O❑E_❑ N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ PassO✓Fail❑ N/A PPM N/A PPM Oven- Oven is Electric or No Oven Exists ❑ Oven Range Rood Vented to Outside Yes❑No 21 Oven CO 1 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Denting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: " Date: 2019-09-16 S Manual S Compliance Report Job: - - wrightsoft� Date: March 26,2019 Entire House- By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestmgservices com Project For: 42Millstone Lane Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain 12393 Btuh Entering coil DB: 75 8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75 0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type Split AC Manufacturer Generic Model SEER 16 Actual airflow 600 cfm Sensible capacity 12600 Btuh 102%of load Latent capacity 5400 Btuh 216%of load Total capacity: 18000 Btuh 121%of load SHR 70% Heating • uipment Design Conditions Outdoor design DB: 10.0°F Heat loss 28094 Btuh Entering coil DB: 62 6°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 600 cfm Output capacity: 36800 Btuh 131%of load Temp rise: 0 °F Meets all requirements of ACCA Manual S 4 wrlghtsoft° March 26,2019 k�� aModel B2wui,r�w.v,x.eMAN�,�JSD,,.� Right-Suds®Universal 2018 180 32 RSU20066 Page 1 mor \Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Residential . _ • _ _ • Form RPER 1 ACCIk® • • •. • Equipment, 15 Mar 09 FYCaidfcrkgCanoiadasNlviqka Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes E:] No F1 Mechanical license or MJ 1AE Form'(and supporting worksheets) Yes Ej No R OEM performance data(heating,cooling,blower) Yes 0 No R Building plan;t Manual D Friction Rate Worksheet Yes Ei No R Duct distribution sketch Yes F1 No R Home address(Street or Lot#,Block,Subdivision)42Mlllstone Lane Cutchogue, NY 11935, Entire House HVAC LOADCALCULATION .0 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 28094 Btuh Number of bedrooms 2 Conditioned floor area 3299 ftz Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roor Grains difference 30 gr/Ib @50% RH Eave overhang depth 150 ft Sensible heat gain 14083 Btuh Internal shade none Eave Latent heat gain 2840 Btuh Blinds,drapes,etc De0th Window Total heat gain 16922 Btuh Number of skylights 0 EQUIPMENTHVAC • •0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equipment type SphtAC Heating cfm 600 Furnace,Heat pump,Boder,etc Air Conditioner,Heat pump,etc Cooling cfm 600 Model Generic Model Generic Static pressure 0 60 in H2O AFUE92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity. 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow 600 cfm Longest supply duct 246 ft Duct Materials Used Equipment design ESP 0 60 in H2O Longest return duct 83 ft Trunk duct Sheet metal Total device pressure losses -0 6 In H2O Total effective length(TEL): 328 ft Available static pressure(ASP). 0.01 in H2O Friction rate: 0 003 in/100ft Branch duct Round flex metal Friction Rate=ASP�(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms.will be subject to review and verification. Contractor's printed name Contractor's signature Date Reserved for County,Town Municipality orAuthority having jurisdiction use. `Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wrigh#saft" R. ht-Suite®Universal 2018 18 0 32 RSU20066 r Load Short FJob: -�- wrightsofto Form Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfino@energytestingservices.com Project • • For: 42Millstone 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/958 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 Cod AHRI ref Efficiency 92 AFUE Efficiency 14 7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0 024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 083 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CL1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft- March 26,2019 ,��+�+A, nnvrA•fo-rbh,enrM,.r•omr+^r Right-Suite®Universal 2018 18 0 32 RSU20066 Pagel ACM. mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0 88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. *,Wi ioht5Oft' March 26,2019 Right-Suite@ Universal 2018 18 0 32 RSU20066 Page 2 /�.C�i mor Model B2 MAN JSD\Rrmor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Project ect Summa Job: tel'- wrightsofto Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email:r b delfino@energytestmgservices.com Project • • For 42Millstone 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 of Inside db 68 *F Inside db 75 °F Design TD 58 °F Design TD 8 of Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh, Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 088 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft') 3299 3299 Equipment latent load 2499 Btuh Volume(ft) 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 13404 Btuh Equiv AVF(cfm) 80 37 Req.total capacity at 0.70 SHR 13 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 14 7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 060 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 083 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F-wrightsotrt March 26,2019 ,;L �.,•.i�A.-......-, Right-SudeO Universal 2018 18 0 32 RSU20066 Pagel SCA mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W N 7�7 Level 2 9190 9wakfast 9198 cfm &140 cfm Living Ktc keen 9-105 cfm M bed adiab Pant Laundry In rfrn K60 cfm Dining area E\ Mud M bath E;67 cfm K11 cfm 9 CLI 1\7 cfm ®`40 cfm Stair 1 Foyer 1`27 cth 2 CL Garage Broan Exhaust Fan Model Ll 50 60 CFM Energy Star Contmous user timer Bed 2 107 cfm Job#: Energy Testing Services LLC Scale:1 91 Performed by Energy Testing Services ... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 42Mtlistone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935Phone 631-244-2627 March 26,2019 N JSDURimor Model B2 MAN JSD rup rb.delfino@energytestingservices com N Level 1 9 6x16 8x16 9 10' 14x16 14' 219Cfm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14" 5" model 216 7 ' 24x16 24" 8x16 4' 4 6" 5" ------------- 9 ' Job#: Energy Testing Services LLC Scale 1 .91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right Suite®Universal 2018 42MiIstone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935Phone:631-244-2627 N JSD\Rimor Model 132March MANJSD rup r b delfino@energytestingservices com Duct System Summary Job: �+ wrightsoft� Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingservices com Project • • For 42MIIlstone Lane Cutchogue, NY 11935 Heating Cooling External static pressure a60 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 0007/0003 in H2O 0007/0.003 in H2O Lowest friction rate 0 003 in/100ft 0 003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 934 27 11 0 003 5 0 Ox 0 MtFx 31 3 2050 st1 Bed 2 c 1766 100 107 0 003 9 0 Ox 0 MtFx 35 3 1950 st1 Breakfast c 1485 60 90 0 003 90 OX 0 MtFx 295 1900 st2C Bsmnt h 7475 219 53 0.004 140 Ox 0 MtFx 355 1500 st2A Dining area h 2054 60 40 0 004 7.0 Ox 0 MtFx 173 1600 st2 Foyer h 1351 40 30 0 003 60 Ox 0 MtFx 183 215.0 st1 Kitchen c 1739 9 105 0 005 90 Ox 0 MtFx 145 1400 st2 Laundry c 493 1 30 0 005 50 Ox 0 MtFx 30 150.0 st2 Living c 2310 119 140 0 005 100 Ox 0 MtFx 34.8 1300 st2 M bath c 119 5 7 0 003 40 Ox 0 MtFx 20.5 2250 st1 M bed c 1625 69 98 0 004 90 Ox 0 MtFx 370, 1700 st2B Mud h 359 11 9 0 004 40 Ox 0 MtFx 78 1600 st1 Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0 003 135 11 1 16 x 6 ShtMetl st2B st1 Peak AVF 182 163 0 003 205 147 16 x 8 ShtMetl st2 Peak AVF 538 557 0 003 209 218 16 x 24 ShtMetl st2A Peak AVF 348 242 0 003 224 183 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0.003 212 146 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden vwrigh$s®ft, March 26,2019 M^� Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ,lift, mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W a TableReturn Branch Detail Grille Htg C[g TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat[ Trunk rb2 Ox 0 219 53 82.8 0 003 205 140 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0 003 212 240 Ox 0 MtFx wrightsoft" March 26,2019 nruravr..+.n..iw+... Right Universal 2018 18 0 32 RSU20066 Page 2 /iv mor Model 132 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W c i I APPLICANT S.C.T.M.# 1000 CH"TER 236 (Property Owner,Design Professional,Agent,Contractor,Otfier) � �O?��/t ! i �--SL STO TSR, - DRAINAGE l NAME: �.1aA ock Lot a (031 (ally. 240 1, Date: ,a3 INSPECTION REPORT FOR t COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA RESRRIPT9RN,BF SATE AIHMl3 R T®•BE'COMPLETE® P-L NO NASubmit 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. l' >riST ,b-I lT = e 7q !2 28 c. ''Condition of'Stockplled'Soils. dt "Verification-,of Size& Depth of Leaching-Pools. A .4,�j KrAWA"f �r16a1 e55Gt�' e. Verification-of Drain•Pipe Installation/••Concrete-Parging. ' f, Driveway Installation within the Town ROW-Highway Specifications � . ov t �1) g. Final-Site Grading-'Effect on Adjacent Property i 1 h. Inspection of Gutter&Leader System-Drainage Piping UN( 1 I i. Instalation of proposed Swimming Pool and discharge ring. D�...... I . . �C F 1 � J.. Inspection of,Construction Entrance/St'aging Area(s). ==�C q•G k. Location of proposed concrete washout area(s). J -A Final`Inspection lieport must•b�cdmnlet'cd prim tee-issuaric a of Cc:riificate Of Oceucilncy.°The applIlcant has three options for cern6lcatlon of drajnam installatlons :- £ >k OPTION'S:1. Certification of Drainage'lnstallation with As-Built drawings prepared&•Sealed by a Registered'Design Professional Licensed in the State of New York. s OP'T'ION 4:2 Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. i OPTION 4.a Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION*: 1. OPTION;:2. 1 Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. ° of all drainage structures with appropriate background indicating location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES: TOS Review NOTE& -PJACA" SOA •l 00 Ojrvil ****FOR ENGINEERING PARTMENT USE ONLY**** Additional Work is Required for A roval. ' q PP { Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved By: — - - — — — — — --- - -- - - — Stormwater Management Plan Installation has been Date: G$ r . Inspection#: � Completed & Approved by the Engineering Department. E FORM * SWCP Inspection Report Form-TOS October 2014QQMI,�oi f f a i r OFFICE LOCATION: 1VIATLING ADDRESS: Town Hall Annex �Q� soil, � P.O.Box 1179 54375 State Route 25 Southold,NY 111 971 (cor.Main Rd. &Youngs Ave.) s�, r�, Telephone: 631765-1938 Southold,NY � www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2019 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Approved Residential Site Plan The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: The Planning Board has found that the requirements for Units# 19-22, 77-82, 123 & 124 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made March 1, 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 twelve (12) 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. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, _ � �d Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager FOUNDATION WEI • / / -iLitl' ------------------------------------- 'FOUNDATION 1 • • FRAMING - PLUM ING SHIP -a wm 31 INSULATION PER N.Y.. STATE ENERGY CODE MJr11�' U, ► ��' 1 '"! ALWP W.. -rA " ADDITIONAL C. r = �'�EwM,I X31 ii , • } T€�Wiv' Or SOUTHOLD k '' B'iIII; i PEI v 1T AFPLI TMTKCRECK-LIS T BUILDING DEPARTMENT i3,Pd.yort;havebr need the following,befoap�lyJIV TOWN FALL Board of Health SOUTHOL'D,NY:11971 = 4'sets of Building Plans- TEL: (631)765-1802 :-Planning Board approval ' FAX: (631)765-9502 �. ' Survey, otill Check -Southbldtowuny.g Septic Form N.Y.S-Z.E.C. - - _ Trustees - - - - C.O.Application- Flood Permit , Examined ,20. _ _ __Single&Separate Truss Identification Form Storm-Water ssessment Form_, �] Contact: -01 AP`Proved _ .01� 20 Mail tv (_�� .4,v-_-9 )8_ Disapproved a/c -A A = Phone• b P K 7 '66 7_ Ex iration ,20 Y D =_ B actor MAR — 8 2018 - :� :-APDL-KATION-FOI2 BUILDING-PES AHY F,°r L " vT�'sr ,...PTO = Date J 20-L-11 TOWN OF SOUTH010INSTRI3CTiONS a.This.application.MUSTte 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;-relitionslup toaadjoining premises or public streets--or areas,and waterways. c.The work covered by this-application may not be-conirnenced-before.issuance'ofBuilding Permit: d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shal I be kept on the premises.available for inspection throughout the work. e.No building shall be occupied4or:used inwhoie or in par#for.any purpose whatso ever until the Building-Inspector issues.a Certificate of Occupancy. s f+Eve ry-budding permit shad expire=dih Work;authorized has not cornmenced4within 12.rnonths affter the date of y issuance`af-419s-not=been completed wiihlm lE months fan;such elate.lino zoning-ftentlments or other-regulations affecting."tlie property have been enacted in the interim,the Buifding Inspector maylauihYn:ze;`irt wrtfing tlie`extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building-Departinent for the isstiarice of a Building Peftit pursuant to the Building Zone Ordinance of the Town of Southold;'Suffolk County,New,Ydrk,and other-applicable-Laws,Ordinances or Regulations, for the construction of building%)additions,or alterations or_for removal_or demolition as herein,described.The applicant agrees to comply with all applicable Iaws,ordinances,building code,housing- code,and.regulations,-and to,admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant,or n e,if a corporation) '(Mailing address of ap licant) State whether applicant is owner.Iessee,;agent;architect,erigirieer,general contractor,electrician,-plumber or builder 0(,t912e4-**' s J.�� Name of owner of premises_ d ►fid.®1/ ®� �r�i (As on:he,tax roll or latest deed)` _ If applicant is a corpo i n,signator o duly a th zed,off_ -ic�r (Name and title of corp ate officer) Builders License No_ Plumbers License No. Electricians-License No. - Other Trade's-License No. L Loco • of 1 dri w i'ch prop sed work will a done_ Zl r �� 6'G, O E House Number Street' t Hamlet E F County-Tax Map No:-1000 ;Section.1� j Block '� - Subdivision W&W4,Vf, �O Filed Map'.No. j Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and'occupancy ?', �ado Pero ;. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated-Costpeg Fee Y�6_, / (To be paid on filing this application) 5. If dwelling, number of dwelling units f Number of dwelling units on each floor If garage,Durol er_of cars Gay- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use: 1' ?. Dimensions-of existing structures, if any:-Front Rear Depth , Hbigb Number of Stories Dimensions of same structure with alterationsadditions: Front Depth Height N Number of StQ les S 8. Dimensions of tire new ons truction:Front .b Rear J �Depth� Height � ,� Number of Stories 9.- Size of lot: Front Rear Depth .• :_r=:,:; LO_Date of Purchase Name of Former-Owner Zone or use district in which premises are situated 12 Does proposed construction violate y zoning law,ordinance or regulation? YES NO 13. Will lot be re-Graded? YES \TO Will excess fill be removed from remises? YES NO✓ I�er46D ip P.e.&r, a, t0. 1 i. Names of Owner of premises C, Address C` N Phone o. ,47B" 6 -1 Name of Architect C14 Address -T5-e4-dAq_.,'114Y Phone No 460 10 46 V — I� Name of Contractor Std 44 d14Xc4--� Address Phone No. 15 a. Is this propertywithin 100 feet of a tidal.wetland or a freshwater wetland? "YES NO e� X IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE D. b. Is this property within 300 feet of a tidal wetland?* YES NO � x IF YES, D.E.C.PER+MITS MAY BE REQUIRED. 16. Provide survey, to.scale, with accurate foundation plan.and distances to property lines. 17. If elevation at any point on" roperty is at 10.feet or below,must provide topographical to on survey. 18. Are there any_covenants and re_stri_cfions with respect to this property? � YES NO I_F YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O - being duly sworn,deposes and says that(s)he is the applicant (Name of individual signi g contract)above named, (S)He is the. �l ,r- �� . , ,. : •. . • , ..; - (Contrac r,Agent,,Corporate Officer.etc.) of said owner or owners, and is duly authorized to-perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best of his_knowledge d belief,and that the work_ wi_II be performed in the manner set forth in the application filed therewith. , Sworn to before-pp! this _day of 20 12&A A Notary P he TRACEY L. DWYER Signature- A Iicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30.20Z9 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �oF so�TP.O.Box 1179 54375 State Route 25 � Ol0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 N tw www.southoldtownny.gov G • �Q PLANNING BOARD OFFICE r 17F Ff''TOWN OF SOUTHOLDD � D R FEB _ 72018 MEMORANDUM TOWN OF BpUTHOLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcen§ki, Planning Board Chairman Date: February 7, 2018 Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, B1, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a B1 or B2 unit and vice versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant. The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. BUILDING EPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Telephone (6 1) 765-1802 - FAX (631) 765-9502 ro er. chertCcDtown.southold.n .us APPLICATION FOR ELECT [CAL INSPECTION Ira REQUESTED BY:.... .. r u eke_ a-n._ wDate: ., _ Company Name: "T ` Name: License No.: 3 l Cao He email: , Address: ,® a f` ,�a /N Phone No.: �'� A ' 1 JOB SITE INFORMATION: (All Inform atio Required: Name: � Address: to e. � rujo .1 + 2 I Cross Street: f ®� Phone No.: . Bldg.Permit email: (� Tax Map District: 1000 Section: Block: ® D Lot: BRIEF DESCRIPTION OF WORK (Please Print Cleart, ) Circle All That Apply: Is job ready for inspection?: Y / O Rough In Final Do you need a Temp Certificate?: ES O Issued On Temp Information: (All informationrreguired). F 1 Ph 3 Ph Size: l A #Meters Old Meter# t Servi `- Fire Reconnect- Flood Reconnect - Service econnected - Underground -Overhead derground Lateral4le 1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0 l5 . R•ec q a�� 1 Request for Inspection FormAs • lJ Town Hall Annex Telephone(631)765-1802 54375 Main Road a,`' �� Fax(631) 765-9502 P.O. Box 1179 CD Southold, NY 11971-0959 BUILDING DEPARTMENT" NOTICE bF.UTILIZATION OF TRUS.S'TYPE CONSTRUCTION, PRE-ENGINEERED Ob' ',ONSTRUCTIONNWOR-'T'IIVIBER CONSTRUCTION Date: Owners✓ •�iU.�® Location'of Property: 141,; Please'fake,: tice that the{chedk',applicable�Iiiie): &' ` '`' (, � ?4 w rcia��cit',,-,�esi,dential st'"cpcture • • k•• i!` ' :'...ii,`rJ•.': .�ix�,', • x.4P/�SS-r:1t4 iiysys}} : r rercattAprex:,--,Addition to residentialstruc """ •�,, Rehabil .•, or residentl`ap"' tructure to be construe o#,I t� erfo "'IB' at ttie sub'ec �"' t p nnect,°t (:property referencd,;b (check appli 'teliiae): " Trus�.typneconstruction (TT) Pre-eng'inb"6"red•,"'W o"od cbnstruct_ion (PW) �. Timber con sfrutioi ;( �C . in the following location(s) (check dpplicat?le,-tine): loor framing, including girders'and beams (F) Roof framing (R) Floor and roof f g (F ` Signature: Name (person submitting this form): Capacity(check applicable line): weer Owner representative ; TrussReg15.do6x "Effective 1/1/2015 "' ' �f7OaCCVv r �r�r.� 2�4va pT .�"�..yl:.s..rir...:xif�T+I.M g 4 I—rII r+•t. �!„yi�yr >�'" L�'rS}'w�iit it��� '+1��.'r' �yT�•i?"•'�:��! s �. h..via' t•ti } t c�+t,.ct r}a1•r c �fi{C. �i'w 71 rjYt �r�. �• tt+ y rota+ , .. tL-�;'��R , !�'•:.,'tt ?:• �`�✓�1 t4.�� �'• `'qtr t>r VIM— Ji 11 � It 10 a r .r t • . FLOOR FRAMING, INCLUDING t GIRDERSD BEAMS Sherry Pirone From: Sherry Pirone Sent: Friday, September 20, 2019 10:09 AM To: johnj@southoldtownny.gov' Cc: Henry Alia Subject: Unit#21 Good Morning John: Per your request,we are requesting a 6 month extension of time on the following building permit: Unit 21—permit#42479 Please confirm the new date ASAP.Thanks. IIAIWEST I10INTE .Q�risn,#red i�xuva+.4`L4v ate riwr.l Sherry Pirone T � Construction Assistant 75 SchoolHouse Road Cutchogue, NY 11935 (631)735-9200 sherry@harvest-pointe.com www.harvest-pointe.com Em connect with us! M` SEP 2 7 2019 ""1":,`.S,77—�,7777— -w X7 t 0, `:h W www •r': 5:. I -Al WWII,, qi NOUN u 01, W ymnWM 3-11 R �nWKS", A Too N wo, NoW SAW ............ 1, V,v wl LA pZ, ,MT, PkO0'0`SE'b'NA,TURE,`TRAIL ' (PERVIOUS PAVERS),; A ME iia a, 10.7? 133' Q7' 1&7% rt M, ea 30 '18 26' 24 23 r2 J, ID1199 IRAM 'Jai" B EN Ef EN EK EN EN ... low-' 01, A WIN' 110,'iflf; 44 "Of V Wyn"my -g ,,K!Ain wil. rt' MR 11=4 MEN 1 ng i. Y nk On 'pu g �pM To gi Fe• irx ,,'-mw "" - R7—"X —XL Rl—1 R7r-XL TYPE B—D, `0 B R7 RAMP X R7—XR PROPOSED 8 TYPE B—D fi OUT FOR PARIONG (TYP.) W`11-2�/ LA RION B—D -�—RAMP i Xl IP I.." iir r,} "got wjx�w Am, p ffla R Iwo N3 N MEE, 081(14 M �gg 8r, IN, i io, 0, AwO A)-V AIR -p� mu ?, LA, PIPE-7 SF4ALLBE�1_5-__7CP1P_-/ STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS'FOLLPW UNLESS OTHERWISE'NOTED: OF E AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED ` ! . INSTALLATION PROCEDURES. XJNNECllON3 TO BE 4' DR-18 WITH W|N|kAUM SLOPE * BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED � O 8� MINIMUM G^ DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE / 1TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. LL BE CSOD BLUE BRUTE DR-18 PRESSURE p|p|NQ STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10^ WITH O^ HYDRANT OF ATLEAST SIX INCHES BELOW THE BOTTOM OF THE p|pE' ER SERVICE CONNECTIONS TO BE 1^. * COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT � � MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES.' * BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED l} ALLDRA'S AND DRYWELLS. TO PREVENT MOVEMENT. _ \ MINIMUM SEPARATION OF 10 FEET BETWEEN 3' ' Sl]NG Q WATER/DRAINAGE LINES.' - PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: | SERVICES TO BE INSTALLED BY P8E&C AND 4D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC r PRESSURE AND LEAKAGE TESTING: ALL TYPES OF |N8TALLED PIPE HE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ZAllON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD COOO. * DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN [ER�DRA|NA�E UNE CROSS|NQ8 SHALLk4A|NTA|N A ACCORDANCE WITH AVVWA STANDARD C-651-06, OR THE LATEST SEPARATION OF 18^ MINIMUM BETWEEN p|p|NG' (SEE ° REVISION, BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER SAMPLES � CONTRACTOR SHALL ENSURE ALL OROSS|NG ' COLLECTED AFTER OIS|NFECllON ARE REQUIRED AT .� OET DURING CONSTRUCTION. ' {NS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS qES TO MAINTAIN ALL REQUIRED VERTICAL REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR ' ' PORTION THEREOF. ]E INSTALLED UNDERGROUND' , Habitable Garage Area Unit Numbers Total (SF) Harvest Pointe at 1'999 486 2,485 m'�NN����0- �� NN�� ^ ���� �~��� ��������� �� 77-124 21,23,26,27,29, Cutchoguev New York 3�1,33,36,39 41,45 1599 '363 1,962 Town of Southold ' ' ' .. . . . '.� ��� -��.���� 13 TOWN/SCDHS'REVISIONS 7/*17 AVE "19,20 22,24, 12 TOWN REVISIONS 6/14/17 AVL �5,28,_30j32,35,38,_. 1599- 363- 1;962 11 SCDH REVISIONS 4f22/17 AVL 10 REVISED PHASING puox�nTowm- 4/6117 mu 57,60,62,64,66,70 - - : - ---,TOWN REVISIONS 3/27/17--,- '--,SIN=FMLY RESIDENCE 0-6%'LV --- 8 SCDH REVISIONS 3/9/17 AVL 1,599 380 1,979 1,63,65,67,69,71 Issued for Date 15,16,17,18 1,999 408 2,407 July 10, 2015 SUM -1000-102-01-33.3 Drawing Title Overall SCDHS Approval Utility Plan PERMIT FOR APPROVAL OF CONSTRUCTION FOR A + EXPIRES THREE YEARS FROM DATE OF APPROVAL V.. 0 15� C =4* E: Cr J 0 Sheet of Project Number � 29305'00 | ��������A� ��~�=0*��N�n��� �� ��°N �����d������� �� / �"�8�U�� Reference �� �~��� ���� ������ ' ! |' .. ' ~ ' � . � . ` ' 1 - 1 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, �� �^ ^ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION o!I/ ' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY I PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF ALICENSED [6 6a:hfo 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 n c k— ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 1 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE (1. f CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, V SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES I COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS D) RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN C) ;i PERMISSION OF THE SURVEYOR ❑ �, THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL LU ,i MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER o PURPOSE D_ W Of 2 Z d v 17.2' 0,5 50 6.2' 'p 5. 7 N m 7.5• N D J .7'� N f7 - � N w vi 51'b, APR 17 2018 DO 4 0' d �— O) ch 30' CO >- II N N r c6 Z Z ~ yT _ O r 00 z TsTl. �"Tr�tL�;�-JR+ Z = 2 0' TOWN OF SO THOLD S51cf) °35'42"W� 2.0'�� - - - - - - 39.02' 1 Q Do N SWEET MEADOW S 5010'54"w �� �}' OF ►�El�,� COURT 51.06' I CL Z o O 3.0' , pAVID p 3.9' O O�� O v ~ � r O ' O io N O r 7 6'N iO ai 7 5' O �aee♦a Z D N S 51-35'42:'W s 5' n.3' N N s.r n O z W 35.02' � �a050' Z to Sv O 1 J 04-05-2018 FOUNDATION LOCATION � J FOUNDATION AS-6 OjISTRUCTED SURVEY FOR UNITS 21-22 UNJ/T DESGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 I SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK } _f�y I, S C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 21&22 _ s NELSON & POPE ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 — WWW.NELSONPOPE.COM DRAWN BY: ZB CADD No.:INDIVIDUAL-00026 I S SCALE: -00026 CHECKED BY: PE FILE NO.: SHEET NO.: I OF 1"=30' I DATE: 04-0948 PROJECT NO.: 00026 1 r 14- LIDqr1 (� NOTES. W THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE ZNOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, QPLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION CONC.WALK IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, J R/O PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY F- DI J SLATE _ PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED Z ¢ 5 5, W PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF LU �} 17 2' 6 2' F-W AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE LU [j 6'6' N N w o' 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 Z ALTERATION,AND ASPECIFIC DESCRIPTION OF THE ALTERATION > O 7 7' LD iD C1 7.5' m O 0 U OCL Q NCV vi N U U COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED DU WWW F, 5 V- p W SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 4 O' 111 W — Z a NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS v/ I BIT.DRIVE W/8" m W = W 3 0' J OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PAVER BORDER ro< 0 W u`�iw PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE J I I LOM U .-- O� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, LLLLLL }} SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS S 51038'15"W U' II II LLUJ2.0' OM OTHER THAN VISIBLE PERMANENT STRUCTURES .0'----I LU m 39.02 LU I LL LL N COPYRIGHTO NELSON 8 POPE.ENGINEERS AND SURVEYORS ALLRIGHTS l� 0_ 1� Q LL.C9 O U) RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, o n 00 U I BIT.DRIVE W/8" a0 I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED S 38 2418E Q (n IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN n. I PAVER BORDER 11.73' � CO O N 3 0 PERMISSION OF THE SURVEYOR 04 w CO00 0 3.9, ----- Z M r750.-- Ul w it S 51 '38-15"W `° R=140.00' 7 N "' N Uu) 54'(V 7 M o o ZOO L=37.19' 35.0 a Jw ui 173' N N 6.2' UZ S 23°11'01" E (D-j S ATE 55 aW 39.36' w D® CONC.WALK 17-1 R=112.00' L=29.72' in 0L t OCT 2 1 2019 u m I S 38023'13" E R. r' " 62.34' R=112.00' SCF Q I uJ R=112?0' S 53037'34" E U �r, �o�� OAvro _ 51.14' Q I c L=29.75 i M I � .11 1 Id 2¢ w �1 S 38024'18" E I CO 1 ` 96.29' CID t� S 24033'07" WN '�'o ° ,,, R=410.00' �,'�� 0502" 4 107.80' S�pN� L=450.51' I A N D S 65026'53" E � '�p�� - - — — 0405-2018 FOUNDATION LOCATION 49.54' _ 167.99' (ACTUAL) 01-11-2019 FINAL SURVEY FINAL SURVEY FOR S52°55'20"W UNITS 21-22 UNIT DESIGNATION MAP OF R=275.00 I HARVEST POINTE CONDOMINIUM 1 L=77.85' '4 S37°04'40"E FILE NO.:471 FILED January 09, 2018 S 49009'21" E O I f 95.00' I� SITUATED AT 238.82' m-A�G CUTCHOGUE S 4O°52,38„ E m m I TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK (n S C T.M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 21$22 25.43' �y�� SOUTHOLD S52 5520 W { NELSON & POPE 19.37' _ _ — — `� ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD, ,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 Z W \ WWW.NELSONPOPE.COM LL LIJ INDNIDUALSURVEYS LL 0! DRAWN BY: ZB CADD No.: 00026 IS SCALE: 0 SCHOOL HOUSE LANE FDAI ECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 1"=30' I TE: 04-09-18 PROJECT NO.: 00026 Q" I Y 5.5' NOTES' J 66 ,n 17.2' N N6.2 W W? THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 7 5' ZV p(Y to PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, Z b U W �"� N a Z O PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION II I p W — U U m W W N N m 04 5 1 W IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 4.0'(A 2 _ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Z PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED U' UJ W 3 0` �J PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF BIT DRIVE W/8" W AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE m I PAVER BORDER 06 1 1 e-d; W rh It ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND LU ofTHE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Z Q I coLID M � z W Y ALTERATION,AND A SPECIFIC DESCRIPTION OFTHE ALTERATION (9+� U ,0__�' L II II _ W__Z•0' f- F COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED p I W ILL - UG SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY LL C0 O LU N mi-�co NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS Uu BIT.DRIVE W/8" �p 1 F- W > „�j0. mi"- C" OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PAVER BORDER Q 1 CO Of zo �� 20 z W LU I --(7 I N QN OUj a O UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 3_J .0'_ o vO W AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE U U 3.9' r a Q ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN z c)u> I PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED O Q > Q: \N Z) 50 CO 2 M. TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS a w W 1" WAT R io INV. > THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP DO C0 I ISERVIC N &D ih N 31 90 Z M I CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR z W co K 5 4'c I ' O O m w FURTHER DESIGN (^ C7ca"W ] Q W N 6 Z W 17.3' N 'J I U O W W 5.5' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE g O RIO CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, m �u SLATE CONCRETE w SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS J DI OTHER THAN VISIBLE PERMANENT STRUCTURES CONC.WALK' ENCLOSURE ILJ�� A/C UNIT l l A E E ATE ino COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS ALLRIGHTS G G ❑ m w mN RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, W V' S 5' MEL RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 1" AT R �`h 17.3' 6.3' > my o� C2u 3 SER IC 5 2 6.5' 7 V IW N m ch Z" QF- 14 a} PERMISSION IN OR BY YOF THE SURVEYOR COMPUTER OR ER SYSTEM WITHOUT THE PRIOR WRITTEN II �� W =O 7 7' K i0 in M `- a .D. m Cpl- ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT !W z 1 O W W cV N m O O Cl)0 v0, rnWa SHOWN UW �Q3 5 0' c ?�1 4 0,W H 0 20' w 0_ ALL SANITARY PIPING 4-SDR-35,TYPICAL J Z �>� >O II o/ 4 BIT DRIVE W/8" C7 W W 2.9'�?M Zm C9t, p PAVER BORDER 4U' 1 O I LL I v U w II (R z v I oa SANITARY SYSTEM AS-BUILT TABLE 20'__0_ �1,M_LLQ__20 WIN WELL,- TYPw mW STRUCTURE NAME TIE A TIE B / 1 �� �� N oW UNITS#19,20,21 IIBIT.DRIVE W/8" I �-6 b� " z ,� w � !� ST-1 28.9' 64.6' ese I / PAVER BORDER — Q —–I d� �a �� W 3 ST-2 34.3' 67.1' SUFFO R f;rt,Y,.tTY DE`✓„"T�, NT OF HEALTH SERVICES II 3 � I � — 3 0'0 om ad zN '30 O 4.0' H CO 17' O -0 \N339 LP LP 50.6 72.0' ct:L.T'cD WORKS EOR cw SE WVIGER 4.9' INV INV• w N 2 OF NEky A•11;:._.L� t i,u,sl°i �?.= li]E�O� ///� w in"v v 31.10 Z9 60 S T �a 9 FIR 5 H.S. N10-21 � II l 7Q' N N m 7 5 N 2w gp�`�® V I� A o� Date n: Halai. 1®®92 � �L ca'u 3 DI (DDwtj 65 ui 173' S5 61` ¢ �a �O N, ?� The sewage disposal and Water supply facilities at tms,location have beenI ® El ~� Inspected and/or Certified by alis Departme or other agencies and found 10 c G G —G ONC.WALk R/O SLATE A/C UNIT O�� be satisfactory FOR A MAX UM OF�i� BEDROOMS. �„ STOOP&STEP 6-70q 1 w✓ �'^ '� 3 SLATE O tul z Co a ' �• " Craig Knepper, P.E., Chief ,dna Pirl��i110` F FOUNDATION LOCATION -h 6�•'1(+t �"AV�'% Office Of VIf _ _ _ SANITARY AS-CONSTRUCTED PL -.0 SIN., FINALSURVEYdSANITARY AS-BUILT UNITS 19-21 UNIT DESGNATION MAP'O'El-f?fQ REVISED SANITARYHARVEST POINTE CONDOMINIUM 1 AS-BUILT AS PER FILE NO.:471 FILED January 09, 2018 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S S.0 H D.DATED 03-07-19 SITUATED AT UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS LOOR AREA CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 19 R10-17-0073 1,599 S.F. 363 S.F. 1,962 S.F. S C T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 19,20&21 20 R10-17-0074 1,599 S.F. 363 S.F. 1,962;S.F. NELSON & POPE 21 R10-17-0075 1,599 S.F. 363 S.F.--'- 1,962jS.F. ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHOJE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDI�ALS00026 S SCALE: �J 00026_1 CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I r DATE: 05-07-18 PROJECT NO.: m 00026 1"=30' i GRCH ARCHITECTURE PC 8750 EXPRESS DRIVE SOUTH SUITE 202 la1.ANDuk NY 11749 W W W.GRCHARCHITECTURE.COM (Wl)864-3395 D CC[ [� D March 12,2018 MAR 1 5 2018 TJ)-,..x;IN �1+YT. Town of Southold TOWN OF SOUTHOLD Building Department 53095 Route 25 Southold, NY 11971 Attn. Ms.Amanda Nunemaker Re: Harvest Pointe at Cutchogue Models B, B-1,B-2,C and Alternate Elevation Documents Dear Ms. Nunemaker: Please note that where stated on: Elevations: "Centerline of 2-hour separation wall' Foundation Plan, Floor Plans, Roof Plan and Building Sections: "Centerline of 2-hour separation wall per UL#336 Sheet FW2: "2-Hour Firewall separation detail' U ailed is a 2-Hour Firewall in this application. Respectfu submitted, ED AIDC 0�5 0� 4F Gle ery ,AIA, L AP W Pri ipal * '� 38 y0 F �E� an �601 APPROVED AS NOTED ELECTRICAL DATE: �3 B.P.# ��-L��LlO� INSPECTION REQUIRED FEE: - - i BY: NOTIFY.BUILDING DEPAR T AT .. 765-1802 8 AM, TO 4 PM, FOR THE' FOLLOWING INSPECTIONS, 1. FOUNDATION,- TWO REQUIRED CERTIFICATION CERTIFICATION ' _FOR POURED CONCRETE - = 2. ROUGH.= FRAMING & PLUMBING OIV;CEAD CONTENT BEFCriE 3. INSULATION CERTIFICATE OF OCCUPANCY 4. 4. FINAL - CONSTRUCTION MUST SOLDER USED IN VtiATf�i BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ,SUPPLY SYSTEM CANNIC i REQUIREMENTS OF THE CODES OF NEW tXGEED 2110 OF 9% LEAD YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PUMBINC ALL PLUMBING WASTE COMPLY WITH ALL CODES OF ;&WATER LINES NE�-7 NEW YORK STATE & TOWN CODES TESTING BEF0RIE COVI`Er'' AS REQUIRED AND CONDITIONS OF TRUSS PL.ACARDING REQUIRED SOUTHOLD TOWN PLANNING BOARD DO NOT PROCEED WITH S FRAMING UNTIL SURVEY N1110 nr N. OF FOUNDATION LOCATION HAS BEEN APPROVED. OCCUPANCY OR Must provide Manuals USE IS UNLAWFUL NYS J and s as per NYS Energy Code WITHOUT CERTIFICATE OF OCCUPANCY Blower door and ductwork DRAINAGE INSPECTIONS ARE REQUIRED testing required. Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. All exterior lighting installed, replaced or repaired shall conforM 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 TABLE R405.1 Section R316 Foam Plastic (A 2017 YORK STATE U FOR CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System F- PUBLISFIED JULY 2017, EFFECTIVE OCTOBER 31 2017) R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. 2017 NEYV YORK STATE CODE SUPPLEIyIENi ( 'J approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, droftstopping shall be provided in Z C � R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall UNIFIED SOIL VOLUME W ;__4 2017 NEW YORK STATE ENERGY CONSERVATION CONSTRUCIION CODE floor-ceiling assemblies under the following circumstances: bear the label of an a roved a enc showin the manufacturers name, the roduct listin roduct identification and information sufficient to determine GROUP CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL � o 2017 YORK STATE ERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 iMECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. PP 9 Y 9 P 9 P SYSTEM CHARACTERISTICS POTENTIAL NSI that the end use will comply with the requirements. SYMBOL EXPANSION Z U, 2016. EFFECTIVE OCTOBER 31, 201 R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U a' 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 GooD Low Low Q .}...J � 20% NYSRC (2015 IRC 2ND PRINTING) barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINES U GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 �� V R302.13 Fire rotection of floors. Floor assemblies that are not re uired elsewhere in this code to be fire-resistance rated, shall be rovided with o 1 2 inch GOOD Low Low - 2016 NYSEC (2016 IFC 2ND PRINTING) P q � P 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 TTitE 19 N`0R PARTS 1220 THROUGH 1228. 1240, 1264 AND 1266 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, Z � 2 LITTLE OR NO FINES GOOD LOW LOW Q C) Q_ SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. L-" o rn = SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW ~ � r) r U E 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 LITTLE OR NO FINES C) -6- a) R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW � ■ 0 >CVO- - Section R303 R316.5.11 Sill plates and headers. foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GooD MEDIUM LOW += N} replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: ui a?Z _ 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 Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low 'L) a,•- 9 P 9 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. Z U � � ed� . SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW L aU):6 M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. Q Q w r_ M ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, 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 U o y `t R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GRouP 2 SLIGHT PLASTICITY ❑ = Ir - 00 supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing on average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, U M illumination of 6 footcandles (65 TUX) 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 GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM TODIUM cfl cation on roe e CLAYS R109.1.5.1 fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due n to P P Y 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 preservative) treated. building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products ore in place, but before any plaster rovidin access to a basement from the outdoor rade level shall be rovided with an artificial li ht source located at the bottom landin of the stairwa y _ P 9 9 P 9 9 Y• Foundation wood girders: wood girders seated in exterior foundation walls to have min. i/2 inch air space all sides or ends wrapped with aluminum o- is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points g R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Section R305 R317.1 Location required. Protection of woad 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. .n;'� official prior to the final inspection. 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 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: w contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coatin wei hts for zinc coated I tubers without thermal brid es other that fasteners and service o enin s. 2. A shower or tub equipped with a sho erhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 inches by 9 9 R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or mason foundations that retain earth and en I Continuous Insulation: Insulating material that is continuous across all structure me g P 9 ry case habitable or It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 30 inches at the showerhead. fa6steners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be Z Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the 1 6 ' installed at or below the area to be protected and shall discharge by gravity or mechanical means into on approved drainage system. 0 Windborne Debris Re ion: Areas within hurricane- rune re ions located within 1 mile of the coastal mean high water line where the ultimate design wind speed Ines a oar. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand ravel mixture with soils accordin 9 P 9 R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ' 9 g U 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 9 P PP gable and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � (Vult) is 130 mph or greater. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed oro erable anel adjacent to a door shall be considered to be a hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a �- R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this code 9 g p p Section R406 Foundation Waterproofing and Dampproofing P bottom 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 R406 � and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the International Building facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a 1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z 1 Code. 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. 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 Q 1. Code. Wood Frame Construction Manual (WFCM). (2015 EDITION) 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. U door. Section R321 Elevators and Platform Lifts W R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fill. The s ace between the excavation and the f 0 R 321.1 Elevators. Where rovided assen er elevator limit P oundati6 wall shall le backfilled with porous fill u it a hei ht of one-half of the backfill) R301.1.3 En ineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not welkin surface of stairwa s landin s between fli hts of stairs and ram s shall be considered to be a hazardous location. P � P 9 s, ed use and limited application elevators or private residence elevators shall comply with ASME P 9 LL 9 9 Y � 9 9 P heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. �--f J conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only A17.1/CSA B44. F_ Exceptions: The remainder of excavated ores shall be backfilled with the same t e of soil as was removed Burin excavation. M demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 2• Glazing 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1, yp 9 Q � r J system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the Z R408.1 Ventilation. Crawl s ace vents: Provide 1 s.f. of ventin er 150 s.f. of floor area unless round surface is covered by a class one vapor retarder ❑ Section R322 Flood Resistant Construction material. If this retarder material is used, rovide 1 s.f. of venting per 1500 s.f. floor area. Install vents wiithin 3 feet of each corner of scope of this code. 9 P g Section R310 Emergency Escape and Rescue Openings p UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND 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. 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 design wind Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be desi ned R408.4 Crawls ace a � T RESCUE OPENING PER SECTION R310. E ress window & window well 9 p ccess panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". r'"1 speed in Table R301.2(i) as determined from Figure R301.2(4)A. ( 9 ) 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 flcomplys shall be designed and constructed in accordance with ASCE 24. TABLE R301.2(1) opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement, and excludin an unfinished flood-resistant R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subfloorinq shall be wood CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall hove 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 gnot built so as to render the structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. GROUND Wind Desi n SUBJECT TO DAMAGE FROM the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. ~� 9 SEISMIC WINTER ICE BARRIER Air Mean FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 R 322.1.6 Protection of mechanical lum i R502.6 The ends of each ' i SNOW DESIGN UNDERLAYMENT Freezin Annual p b ng and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing fo st, beam or girder shall hove not less than 1 1/2 inches of bearing on wood ar metal and not less than 3 inches on SPEED Topographical Special Wind DESIGN FROST LINE 9 O TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. a (lances and lumbin fixtures; duct s stems; and other service a ui ment shall be located at ar above the elevation re u!red in Section R322.2 or mason or concrete exce t where su orted b the use of a roved oast hon ers. LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp PP P 9 Y q P q ' rY P PP Y PP 1 � 9 r. 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 su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to band or rim oist. n , r j 7 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 lumbin fixtures; duct R502.8.2 En ineered wood roduPcPts. Cuts notches and holes bored inytrus Y p g Y 1 F- zone wall and shall be s aced not more than 18 inches on center vertical) for the full hei ht of the window well. P 9 9 P ses, structural composite lumber, structurml glue-laminated members, W P Y 9 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 rohibited exce t where ermitted b the manufacturer's re U) MODERATE SLIGHT TO 10 R310.2.3.2 Drains e. Window wells shall be desi ned for ro er drains e b connectin to the buildin 's foundation drains e s stem re uired b Section R405.1 orb to revent water from enterin or accumulatin within the con onents and to resist h drostatic and h drod namic loads and stresses, includin the 1 p p p Y commendations or as shown on these 20 130 NO (B) SEVERE 36" Yes X 1500 9 g P P g y 9 g g y q Y Y p g 9 p Y y Y 9 drawings. E""'� TO HEAVY MODERATE Degrees an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted M 9 Y P R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineer!ng practice & be prepared by a registered truss design m R301.2.1,4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional .,,here re uired b the statues of the jurisdiction in which the roject is to be constructed. "/ � V the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate q Y p 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings � W or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. r� O 2. Ex osure C. 0 en terrain with scattered obstructions havin a hei ht less than 30 feet extendin more than 1500 feet. Ex osure D extends downwind R311.7 Stairways R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the Section R506 Concrete Floors (On Ground) p P 9 g 9 P elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7.1 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. R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas includin crawl ace h r R506.2.2 Base. A 4 '"�h thick base course consistin of clean raded sand ravel crushed stone crushe on 3. Exposure 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 M inches on either side of the stairway and the clear width of the stairway at and below the handrail height, 9 g sp s, t at a e below the design flood elevation shall: 9 9 9 d c Crete or crushed blast-furnace slag passing feet from the unobstructed area. including treads and landings, shall be not less than 31 1/z inches where a handrail is installed on one side of 27 inches where handrails are provided on 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall u placed on the prepared subgrade where the slab ill below grade. � e ) 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I 6 v both sides. P P 9 9 R301.3 Sto Hei ht. The wind rovisions of this code shall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsu orted R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured according to the United Soil Classification System in accordance with Table R405.1. ry 9 P PPY 9 ry 9 9 Y PP R506.2.3 Va or retarder. A 6-mil 0006 inch of eth lene ora roved va or retarder with oints la ed not less than 6 inches shall be placed between (-- bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. on the exterior of the enclosure walls. P ( � ) P Y Y PP P 1 PP rovisions, rovided that sto hei hts are not exceeded. An en ineered desi n shall be rovided for the wall or wall framin members where the limits of R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q P P fY 9 9 9 P 9 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. F" 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 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design (q R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. r resist wind loads shall be in accordance with the International Building Code. flood elevation, each area shall have openings. H, v R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not mare than 1 % inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section R602 Wood Wall Framing Z R302.2 Townhouses. Common walls se aratin townhouses shall be assi ned 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. immediate) under each o enin . R602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3 fl throw h R602.3 4 . Wall sheathin W P 9 9 Y P 9 9 P ( ) 9 ( ) 9 � wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity. Handrails 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 fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. � U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. Q accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 241 inches. Each tread shall have a depth of not less than 6J inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311 8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(l) FASTENING SCHEDULE TABLE R302.1(1) 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 Ron Mezzanines R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION FASTENING 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 (a,b,c,d) TYPE MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which 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 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 i. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL I 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 located. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL til 17 7 � ti ti � : 00 WALLS R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. H M o � r m i - NOT FIRE-RESISTANCE RATED >_5 feet following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL a cv ry ry M r: ori 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the o enin is in its lar est o ened R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, OVER PARTITIONS ) D c� ni ri ri co PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet P P 9 P P 9 P 9 P 9 9 P columns and posts. position. IC TABLE R302.1(2) Exceptions: 4. CEILING J0._T TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. ( ) FACE NAIL 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. THREE tOD EACH FACE NAIL MINIMUM MINIMUM FIRE enclosed space is not greater than 10 percent of the mezzanine area. 6. RAFTER OR ROOF TRUSS TO PLATE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to •h THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowin the window to full o en, shall not reduce the net clear o enin area of the window unit to less than the area re uired 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance wit 9 Y p P 9 q 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. FIRE-RESISTANCE RATED t HouR 0 feet by Section R310.2.1. Section R313, a mezzanine shall not be required to be open to the room in wh!ch the mezzanine is located. RAFTERS TOE NAIL WALLS NOT FIRE-RESISTANCIE RATED 3 feet TWO 16D COMMON. 09 END NAIL Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD NO AT BWP g Q ( ) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO S1UD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL i6 z rn a a deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP ''FADER, TWO PIECES Z Z Z O Z Z Z N W 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O_ O_ O I- w assessor structures. R313.1.1 Desi n and installation. Automatic residential fire s rinkler s stems for townhouses shall be desi ned and installed in accordance with Section P2904 or NFPA ¢ � g P Y 9 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. > N a R302.2.2 Parapets for townhouses. 13D. TOE NAIL > > > w > > a � p p Y 9 y y 9 9 g 9 q pp 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0 C w w w w w 1. The aro et shall extend not less than 30 inches above the roof surfaces. R313.2 One and two famil dwellin s automatic fires stems. One and two famil dwellin s havin a hei ht of three stories above rade shall be a ui ed / FACE NAIL ar w m m U Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24" MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL A M 1 or L an he roo ec Ing or s ea ing Iso noncom us I e ma eria s or approve Ire-re ar an -tree ed woo ar a Is once o ee on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C• FACE NAIL o 1 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 N than nominal 2 inch 51 mm led ers attached to the sides of the roof framin members for a distance of not less than 4 feet on each side of the wall or 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 A 16"O.C. FACE NAIL ( ) 9 9 Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the clayey gravel with a presumptive 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 o 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 9 g P 9 p Y Y TWO 16D COMMON. END NAIL any inorganic material or fill. FOUR 8D M . A r e i not r uir wh re roof surfaces adjacent h w l r w l r h v h CO MON. 3 pa apt s eq ed e � tote a I o aI s a e at different elevations and the higher roof is more than 30 me es abo e t e 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 _ TOE NAIL lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of o en wood oist construction. R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 17. TOP PLATS, LAPS AT CORNERS + INTERSECTION 2-16D COMMON rating. The wall shall be rated for exposure from both sides. p f 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment FACE NAIL r ^ 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL v 1 R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment - Z r,. , Section R314 Smoke Alarms 22. RIM JOIS OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0 C TOE NAIL I••I••I Exceptions: R 403.1..4.1 Frost protection: Bottom of all footings to be at least 36" below grade. _ / R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. r, ,, W 1. Foundations supporting exterior walls or common walls. R 403.1..5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT U. IIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER v R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 0 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. R 403.1..3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGI:it THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies havin not less than a 1-hour isolated plain concrete footings supporting columns or pedestals are permitted. Q O m - Y 9 9 Y 9 P - Y 9 R314.3 Location. Smoke alarms shall be installed in the following locations. 31. WOOD S-i ,'JCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 5" o/c at edges and J 0 fire resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each slee in room. R 403.1..6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter ROOF, AND WAIL SHEATHING TO FRAMING 8D COMMON R F W w P 9 ( 00 ) 12"o/c at interior tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of � Y 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. the width of the late. A nut and washer shall be ti htened on each anchor bolt. There shall be a minimum of two bolts er late section and 8D COMMON (SUBFLOOR) supports (see note f) W O ui Exceptions: P 9 P P w 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 late section. Plates shall be rotected a ainst deco and termites. = Q 1.A fire-resistance rating of 11h hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cookin a liances. Smoke alarms shall not be installed in the followin locations unless this would revent lacement of a smoke alarm in p p 9 Y a. All nails ar.: smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing O o 13. g pi g p p connections �holl have minimum average bending yield strengths as follows: 80 ksi for shank diameter (of 0.192" 20d common nail , Z a location required by Section R314.3. ( ) (� 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 TABLE R404.1.2(1) 90 ksi for slunk diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. - 4 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. U) shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by 8 foot or 4 foot by 9 foot panels shall be applied vertically W iI 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, a ui ed with a self-closin device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall riot be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediat: supports shall be spaced 6 inches on center for a minimum of 48 inch distance from rid es, eaves and able end [�] p 9 Y / q pp g cooking appliance. MAXIMUM UNSUPPORTED walls and 4 itches on center to able end wall framin 9 g ^ � from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT g g 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL FEET R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum ( ) ❑ No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 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 58 R602.3(5) 2x4 wall siajs at 16 inches on center with a maximum height of 10 feet shall su ort a maximum of one floor lus roof ceilin assembl . 2x6 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY PP P / 9 Y R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall stud. at 16 inches on center with a maximum height of 10 feet shall su ort a maximum of two floor lus roof ceilin assembl . Exce tions: c=.� PP P / 9 Y P iii Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where de; r,ed by in accordance with accepted engineering practice or where the ultimate design wind speed) is less than or equal to 130 mph, Ham.. M ONE No. 4 BAR WITHIN 12 INCHES OF THE'TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 #2 eI Je studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when � 5.: 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 R302.6 Garage ceiling: 5/8 type X gypsum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top,plate Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing � � w 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 - accordance with UL 2034 and UL 217. partitions End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z Q Q R315.2 Where re uired. Carbon monoxide 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 I: •::s nominal thickness and hove a width not less than the width of the studs. � W v finishes shall have a smoke developed index of not greater than 450. q P (D o - m R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: R315.2.1 New construction. for new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling rnri notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for (f) 2 ,,_ ,� 11 1. The dwellin unit contains a fuel fired a Mance. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate W 4 G�` r 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 9 PP 2. The dwellin unit has an attached ora a with on o enin that communicates with the dwellin unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE of •framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails o UBEkt, \�' - ''t 1.1 Vertically at the ceiling and floor levels. 9 9 9 P 9 9 Q' 1.2 Horizontally at intervals not exceeding 10 feet. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) � <� ��.�t C�, i 915.2.3.1 One Famil Dwellin s (FEET) (FEET) Do not backfill with any soil containing silt or clay. Fvl� , {� 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. Y 9 (� :, WALL THICKNESS (INCHES) Q ! ;,y:. V�, �- 3. In concealed spaces between stair stringers at the t.op 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. a 10 12 2 f r"i 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7 NR NR NR W �l,' I, v 1` products of combustion. The material filing this annulair space shall not be required to meet the ASTM E 136 requirements. _ '% ." / , �r 9 8 5 ® 41 NR NR ", "' � ;`� 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping ores. More than one carbon monoxide 10 9 6 ® 41 5 ® 22 NR r ? 1 r) 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than 3/ inch. f 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. , JOB NUMBER 4. One thickness of 3/4 inch particleboard with joints (backed by 3/4 inch particleboard. w 201602r 5. One half inch gypsum board. - _ ~- --.- 1 6. One quarter inch cement based millboard. ( � 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. I Q SHEET NUMBER U IT 2 2 LINT 21 B 2 ALT 2 - ( (B ALT 2 ) W o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN 0 Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: t- n ) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z r , MINIMUM NAIL ULTIMATE DESIGN P PP j P P • 1�"1 PANEL NAIL WIND SPEED v uit slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W SPACING 2. A flashing of an approved elastomeric material. � (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 O MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause =) U WOOD NOMINAL 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 lama a the tank shall be installed in a an constructed of one of the followin ti SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 9 P g: 6" DIA. U EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED V 3 (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. � RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) #187 r � 16 B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z U I0- L 8d 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. ��'j � COM MON mid/ U CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. 0 � o Cn m R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE I � - U story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL .0 Section 0101 Scope REFLECTIVE � '�'"'� U �N- �' R-VALUE Z practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. WHITE fY � N} MARINE0.350.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " Cn w Z R802.11 Rafter or truss uplift force. For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Section ung General Definitions 1/4" Z i min f° 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 Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" w c M p ) photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKEW V o N v Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. _ � - m Increase x 1.32 for 140 mph. N1102.2.4 R402.2.4 Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be COMPLIANCE WITH 1E NYCRR 1264 ❑ U U M Co Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o�c spacing p ( ) Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN Cl) R702.3.5.1 Screw fostenin . Screws for attaching sum board and sum ane) products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 9 g gyp gyp p p g yp yp U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER, WITH A STROKE WIDTH OF 1/2". THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE and shall penetrate the wood not less than 5/8 inch. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set backP4 R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM (PMS) #18T a R702.4 Ceramic Tile. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. R702.4.2 Ba er P a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet SECTION 1265.4. SIGN OR SYMBOL I he manufacturer's recommendations. N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) The solar-read zone shall be composed of areas not less than 5 feet 1.52m in width and not less than 80 square feet 7.44 m2 exclusive THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with t (13.94m2). y P ( ) q ( ) below rade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE R702.4.2 g q is insulated in accordance with Section N1102.1.2 and N1102.2.8. 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 ,,,,� Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL , 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 MATERIAL STANDARD U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX, THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE GLASS MAT GYPSUM BACKING PANEL ASTM G 1778 tight-fitting doors on mason fireplaces, the doors shall be listed and labeled in accordance with UL 907. U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar 9 masonry SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 electric installation and shall be labeled 'For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. NONASBESTOS FIBER MAT REINFORCED CEMENTITIO,US BACKER UNITS ASTM C 1325 location or main circuit location. � 1- WOOD ROOF TRUSS SPECIFICATIONS: U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. Z) Allowable Spans for steel lintels supporting masonry veneer TABLE N 1 102.4.1.1 (R402.4.1.1) NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet l_SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES IS required for each car space in a garage. a,c (inches) ABOVE ABOVE ABOVE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: (A 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 L3x3x1/4 6'-0" a'-6" 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. L4x3x1/4 8'-0" 5'-0" 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L EQUATION 16-9) C) L5x3. 5x5/16 10'-0" 8'-0' 6'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) W 1_60.50/4 14'-O" 9'-6' 7'-O" ACCESS ODPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 BE SEAILL. Ln a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF � m THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. Qj� R703.12 Adhered masonry veneer installation. Adhered masonry venieer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: DOORS SEALED. AICCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ❑ R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLESNOWDRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, 1 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.12.2 Flashingat foundation. Acorrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized Or IOStiC with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". vertical attachment flange of 3 % 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. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene sidin shall not be installed on walls with a fire separation distance of less than 5 feet 1524 mm and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE P9 P ( ) STRUCTURAL MEMBER FOLLOWING INFORMATION: !�, GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE IF ANY), SPAN, AND SPACING. 11�� feet (3048 mm) to a building on another lot. (FOUR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS ( ) I�� 1` Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having Slopes greater than 3:12 L/180 2. LOCATION OF ALL JOINTS. THE DRYWALL. 3. REQUIRED BEARING WIDTHS. O . R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall with no finished ceiling attached to rafters consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOIORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. r. Y 9 EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be � w anchored b the use of two 10d nails at eve wood stud) spacing. Install flashing and wee holes. The maximum height of the brick veneer above the lintel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and Ceilings w/ brittle finish L/360 4.3. BOTTOM CHORD LIVE LOAD. W Y every9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. U) R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and 4.6. CONTROLLING WIND LOADS. 0 veneer a minimum 1-1/2 inches, with not less than 5 8 inch mortar or rout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm 0.944 L s when tested ULTIIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE 8301.2 4 A Exterior walls with plaster or stucco finish L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. / / 9 9 9 P 9 9 ( / ) O m � � ) = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Po) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. `/ spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ 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) Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O 8703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., C402. ( ) p ( ry) p 9 Y 9 P 9 Y 9 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,o00PSF Per TABLE R401.4.1 Lintels supporting masonry veneer L/600 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. > �r R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Incliudes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (8403) NOTE: Soils with clay or clay and silt will require a redesigp 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. , ` Systems of (building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. V R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TRUSS SPECIFICATIONS: I-" N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE 8301.2(2) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE TR I Q 8802.1.5.4 Labeling. Fire retardant treated lumber and wood structural panels shall be labeled. the heatingand cooling system on a daily schedule to maintain different temperature set points at different times of the da . This thermostat shall include L STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING g y Y P P Y Door And Window Required Design Loads: CODE. 1- R802.3 Framing details. Rafters shall be framed not more than 1 '/z inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures (f) with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'17 (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: I- At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) W 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 bailers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE j ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 accepted engineering practices. 0 greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to 0 20 S.F. +17.4 -22.0 +20.2 -26.0 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 / minimum of R-6 where 3 inches (76ter or and R-4 timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are .2 mm) in diameg .2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5 1 / / specifically considered. /- 9.0 +18.0/-22.0 R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported lateral) b solid NI 103.3.2 (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 9 1 9 P 9 PP Y Y blocking, diagonal bridging wood or metal or a continuows 1 inch b 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 Cit Constructions Codes, as applicable. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE g ( ) ( ) Y PP FOLLOWING INFORMATION: 9 9 9 ( ) Y P 9 1 adjustment coefficient in Table 8301.2(3). 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACiFlG. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" 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, 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 4.1. TOP CHORD UVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. r` r I I N1103.4 R403.4 Mechanicals stem in insulation Mandato Mechanicals stem piping capable of carrying fluids above 105'17 41'C or below 55'17 13'C shall 4.4. BOTTOM CHORD DEAD LOAD. Iii _ _ co ( ) Y piping 9 (Mandatory). Y P P 9 P ry 9 ( ) ( ) 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N N N M ti :° ; be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in ABBREVIATIONS 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. O _ I 04 I 04 I M M I ai 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G.,. SIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED ) N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE RNG RANGE LOCATED SIZE, S E IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access Code as amended), the 2015 International Residential Code as amended), or the New York Cit Construction Codes, as applicable, or with other approved �• EACH LVR. LOUVER B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. ( ) ( ) Y pP PP A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means Of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM R. RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 9 g p 9 g ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY 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 ELEV. ELEVATION RIND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. MAT. MATERIAL m framing members to the underside of the roof framing members. Section N1104 (8404) Electrical Power and Lighting Systems < ANGLE EQ, EQUAL S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z m The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 R404.1 Lighting and a ui equipment Mandato Not less than 75 percent of the lams in permanently installed lighting fixtures shall ARCH. ARCHITECTURAL MAX. MAXIMUM g Z 9 P 9 Y ( Y ) Y Y ( ) q P (Mandatory). p p P y g g ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, RAFT T m CIL g BLY, D SOPS SHALL BE accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATE Y m Z m m m L EQUAL AREAS. Z Z Z O Z Z N 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, DRAFTSTOPPING SHALL BE PROVIDED IN FLOIOR-CEILING ASSEMBLIES UNDER THE O O O O O Z F- w 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: Q m g -i F_ BLDG. BUILDING > a. Q rn located in attics. Section M1305 A liance Access M.O. MASONRY OPENING S.S. STAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS > > 5 w > > PP BM BEAM w w w _J w LU ; N _J M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F C MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w m m U / FLOOR COVERING CHANGE Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING STRUCT. STRUCTURAL F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT m R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING SUSP. SUSPENSION FDN. FOUNDATION (NTS) NOT TO SCALETYPICAL ROOF & FLOOR TRUSS NOTES: o jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR c` roofing required by this section to be listed shall be testled in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE M o R 902.4 Rooftopmounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches 762 mm high and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTER LINE O.C. ON CENTER TOWEL BAR C E OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL c� P P P P P 9 9 PP ( ) 9 ( ) ( ) 9 CL F.R. FIRE RATED TB COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR P P 9 P 9 Y P 9 PP FIRM FRAME OPNG. OPENING T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. C J. CONTROL JOINT j 9 Y q 9 9 ( ) M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. r �1 R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. COL. COLUMN FTG FOOTING OPT. OPTIONAL TFW TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR I'S RESPONSIBLE FOR THE MEANS AND �/ J CONC. CONCRETE 0•S•B• ORIENTED STRAND BOARD R 905.1.2 An ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and GA TYp TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ typical. A I/ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comp) with code section M1502 listed and COND. CONDITION GAUGE OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR Z 44 pp Y p g g 9 ry y Y CONT. CONTINUOUS GALV. GALVANIZED W higher. Ice protection requirements per table R301.2 1 . Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. � �"( U g p q p � � g p Y P CONST. CONSTRUCTION ONE SHELF TRPL TRIPLE * n c.� 1 than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-O" is required between air exhaust terminations and openings into the building. GEN. GENERAL 1/S TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. 11 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 0 m R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal 2:12 or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. J p P P 9 Y P ( ) 9 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE PBD. PARTICLE BOARD slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER G L GLUE LAM W 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 HGT. HEIGHT PL PLATE VERT. VERTICAL � U til PNL. PANEL VERIFY IN FIELD W w � R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE V.I.F. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 a = Q C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER U O gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than PF. PREFABRICATED 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 C.R. CHAIR RAIL HR.WD. HARDWOOD W/ 0 P 9 9 ( ) 9• 9 1 /i 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 Wp, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _ _ less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the a and the framing member and that extend not less than 4 inches 51 mm to each side of the framing member. Where D DRYER 3. The electricals stems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. V5 4 pipe 9 ( ) 9 HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC Y P - 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 framin member that the i in asses throw h is a bottom late, bottom track, to late or to track, the shield lutes shall cover the framin PENNY W9 Ii g p p g p g p p p p p 9 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 T 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 PSF POUNDS PER SQ.FT. WINDOW 5. Alla applicable state & local codes, ordinances and regulations if any. F+�1 DIA. DIAMETER 1.D. INSIDE DIAMETER WNDW PP 9 Y 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. P.T. PRESSURE TREATED ❑ the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is DIR. DIRECTION INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturer's specifications and / or �� provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterfloshing shall be G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not fess than 0.0575 inch (1.463 mm) (No. 16 gage) INSUL. INSULATION QUAD. QUADRUPLE recommendations. [�,� provided in accordance with Section R703.7.2.2. 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 DDR DOWN 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 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 I_- �../ 0 Y4 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,REINFO 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. (- overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than / inch (6.4 mm) below the roof sheathing DWG. DRAWING door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. O m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSI KIPS PER SQUARE INCH Z Z deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall W The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening re ort it to the architect for proper adjustment before proceeding with the work. Q Q over the drip edge along eaves and under the drip edge along rake edges. promptly P P P j P 9 Z into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the Pain certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar (7 o 0)termination clearance. GRAPHIC S Y M B O L S conditions that are shown or noted elsewhere on the construction document set. R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section 81001 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 �S and 4 of this code. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and supplier's recommended W G' 'T'. the building. installation procedures. � •?c�q/ -,�. R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than an portion of a building within 10 feet, but shall not be less P Y g Y p 9 STRUCTURAL CALC. REFERENCE '" than 3 feet above the highest point where the chimney passes through the roof. ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts 1' • �`' S �� Section G2439 (614) Clothes Dryer Exhaust )()( +tet', (� DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. , C7 /lkj . .<�.�r < G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all 1 Section R1004 Factory-Built Fireplaces XX � I PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED ,-S rn --I R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Facto other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED (DOCUMENT INDICATING THAT: IT IS A + Z Factory p g Factory G2439.4 614.5 Dryer exhaust duct ower ventilators. Domestic dryer exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in dryer exhaust �,, � 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 ITEIM IN ANY WAY. R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. O DDDR HARDWARE TYPE n system has been specifically tested, listed and labeled for such use in accordance with UL 127. �� e �� R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX _ _ _ XX BUILDING SECTION ❑ -.. , r n� `( is mechanically ventilated and controlled so that. the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed . ...•.1 in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required XX �--- PARTITION TYPE internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. � Energy Efficiency JOB NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or ,'` . cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 Z 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 1I thickness and installed R-value shall be listed on certification provided by the insulation installer. T T�J NIT 2 2 UNIT 21 Q SHEET NUMBER 11 Z (B- 2 ALT- 2 ) (B- 2 ALT- 2 ) wT2 I I I - I I 01 COPYRIGHT GRCH ARCHITECTURE: P.C. 2017: ALL RIGHTS RESERVED i WHEN NOT ALIGNED WITH RAFTER, W �q CONHEGT KING STUDS TO TOP PLATE CA-W X 24"MIN. ROOF FRAMING WRAP 1-1/4"X22 GA.GALV.COIL STRAP Z ATTACH r0 EACH PAIR OVER TOP OF TOP PLATE AND NAIL 2x4 PL 2x6 0 GS 20X24"MIN GF GfPG51N6 RAFTERS CRIPPLE STUDS v ATTACH TO F"PAIR 2x AGQ LEDGER W/2-3/8"x5" LAG DBL TOP PLATE Ib"D.G. V OF OPPOSW RAFTERS ROS RAFTER �f�. BOLTS ® 16" OG INTO STUDS O � B-� SIMPSON STRONG-TIE 2X BLOCKING p U m A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z v " GEILIN6 JOIST OR 6ABLE ND TRU55 5 O c °� (° 6MIP50N STR" SFM STR" ° - - TRU55 BOTTOM CHORD SIMP50N H2 GONNE(TOR a EA. -TIE tris -TIE 116 °°° SIMPSON STRONG-TIE 51MP50N 5TRON6-TIE H2 8D NAILS RIDLEE STRAPS 91ALL M ATTWU TO EACH PAIR OF OPPOSING RAFTERS ALTERNATE TO RIDGE STRAP: H3® EVERY RR RAFTER TO STUD AND KINGS V ■� 0 j o ?� Np bd NAILS TYP. (EXCEPTION:R�STRAPS ARE NOT REQUREP WHEN CALAR TIES OF PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) N�tINAL D(6 OR 2X4 LLMBER ARE LDGARD IN RE UPPER THIRD OF THE UPPER THIRD OF THE ATTIC SPACE POR USE WfN$1UDS ANS USE IN GOMHINATI4N OILY Wild STUDS J'db ATTIC SPADE MD ATTACHED TO EACH PAIR 6F RAFTERS W/kVd NALS W/4-IOd AT EACH RAFTER) GS-22 STRAP AT � � N�Z - EACH STUD,SEE U � � ca L> ALIGNRAFTERS DO NOT ALIGN LSU26 FOR 2x6 RR DETAIL 4 KRR Z L5U2b FOR 2x8,2x10,OR 2x12 Q L X M U Q o 24 LO Ur- N co M ^ U) RIDGE STRAP DETAIL / �RIDCE 5TRAP DETAIL LU25 @N ERONC�-TIE 2x4 S 2x6 LU28 ® EVERY GJ STUDS® Ib"O.G. (�(FOR(ATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) 2x AGQ LEDGER H/3/8"x5" LAG 6TD'5CTORS 2 (���tLT ����Lor,�ATr= EVERY RAMM BOLT ® 16" Or. INTO STUDS THIS N.TS. LOCATE:AT / STRAPPING TO BE I-I/4' X 22 6A. *- SUP"STRONG SIMPG I STR" //�� C I,,I j�I GALV.,5EE DETAIL 4/0I.ALL STRAPPING SIMPSON SrRONb -TIE LTS �NOLs TYP 3"IOD MAY t>ETE tvU�D F APPLIED V A J�LE END YY!'TLL TO BEAR A MIN.OF 10"ON FRAMING. y -TE HV OR HM OER I/2"SWATHN6 K USED. / P GH 001- 6ABLE SD NAILS TYP. I 0 5TRAPP I NC DETAIL i i DETAIL AT ATTIC 1=0R USE! I STUDS AND USE IN CON'BINA"ONLY Wil STUDS AND ^� NT l O IZAFTERS ALI6N DO NOT NTS. STRAPPING TO RUN ONTO RIM JOIST,SEE U DETAIL q/DI(ONE STORY)OR ONTO 5TUD AT WALL BELOW(TWO STORY) ROOF RAFTER HURRI GANE TIES :A��AT2Y ROOF RAFTER \ .' Z O \ ATTI G ST-RAPPI NC DETAIL i2 FOR FRAME GONNEGTIONS 0 ■ SIMPSON P05T GAP a'q3-4, IJ_ Ln O ' USE EGCLri-4 AT ENDS DI Hers. M5TG48b3 O 2ND FLOOR / PRE- /-MM (2)2x 3 4-16d FACE NAILS FROM Z / STRAP OR 4x PROVIDE 3"X,(b"X3" WA5HER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER Qj� / MSTG48b3 SECURED BY WOOD SILL PLATES. GOLUMN POST TOP ANGHOR STRAP START NAILS 51MP50N PAB OR 55 ANCHOR BOLTS MAY BE USED IN LIEU OF W THREADED ROD W/WA5HER PLATE. Ev LENGTH / N T5 LOCATE AT EV®2Y GOLUh4J/GIRDER GONNF TION I " PROVIDE 3"X6'X.036'GALV.STEEL PLATE IN IV MM 6-8D NAILS AT CORNERS AND INTER5EGTIN6 IN. IN NALS WALLS. 3'X12"X.036"6ALV.STEEL PLATE W/ (r STH ) i I \ 12-8D NAILS AT AT BUTT JOINTS IN STRAIGHT SIMP50N L5TAI2 STRAP W T -fT SLS WALLS WHERE THERE SINGLE PLATE OR HEADER 5-IOD NAIL5 EACH END AT uu CLEAR SPAN 2Xb KING STUDS NON): EACH JACK STUD :000 ONE AT 5PAN5 UP TO 6 FEET GUT LENGTH BEA NAILS TWO FOR 5PAN5 6 TO 12 FEET O 24'MINIMUM LAP SPLICE � 5/b"(P A301 ROD THREADED b" BOTH ENDS. THREE FOR 5Rr5 12 TO Ib FEET 2X6 JACK S111TJ5 N.O.N.): r. (,u� 3/4" AND I" ROD AT 51HP50N STEEL STRONG WALL,SEE PLANS 12-1690 MIN.NAILS ONE AT 5PAN5<b' BOTTOM - AT ALL 5PLIGE5 TWO AT SPANS FROM 6 TO 12' F- w PROVIDE MIN.EAD NAILS THREE AT 5PAN5>12' W 01srANGE aF T/a" n"MIN IST FLOOR W END LQJ6m SIMPSON POST BASE iv 3 „ UNLESS NOTED OTHERWI5E ON PLAN AEW44 OR ABU66,SEE PLAN 2"X/8 X3' WA5HER PL W/NUT EACH SIDE p (()NAILS MIN G5 22 COIL STRAP I UPPER STORY SHEAR m 1 - WALL TO 61RDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL W O �O�CRTO FLOOR TI 5 I BOR ET BACK WALLS HDU HOLD-DOHN5 AND 5TRON0 HALLDOUBLE TOP HALL PLATE 5PLIGE DETAILHEADER GONNEGTION LOGATEO AT EVH2Y STUD \ I/2"m HOOKED ANCHOR BOLT Vd/T' I \ FOUNDATION MINIMUM EMBEDMENT OR EXPANSION NOTE: I \ BOLT W/5"MINIMUM EMBEDMENT I� N.TS. I� XT-5. WL STRAPS UNDER StEATIft PROVIDE:bd CLO N611 (ON x 25'L")NAIL5. N.T.S. 60L STRAPS OVER allTHW PROVIDE: 10d COI•M10N (0131 x 3"LOM)NAIL5. I \\ u \ MT.S.�1:=TE O=T �6�= M ANCHOR Q \\ 6lw 2 GONNEGT1oN RLef RAFTER#010RF� ALLOWABLE HOLES - r0 Fur VALLEY >au< 160 NAIL® 24" OIG F- U \ PROJIGt:Sd NALS TLE NAIfD SD NAIL®b"0/G AT ALL PANEL EDGES LVL Headers and Beams AS FPR WF61A HIP RAFTER, 161)NAIL® 24"0/C %6 055 OR PLYWOOD W R RAFrfR SIMPSON HGP HIP 5EE PLAN SHEATHING Microllame LVL CORNER TIE INTERIOR 1.3E TimberStrand® and NOTE:WHERE 24"WIDE MINIMUM FULL HEIGHT I (4)NOLs MIN M LSL hole zone Parallam®PSL 2 x est hole of the U WALL RETURN I5 PROVIDED AT EN05 OF n IUNC�m ° /3 depth BRACED WALL LINE THE 800#HOEDOWN MAY I hole zo a largest hole(minimum) O BE ELIMINATED. PIROVIDE TWO(ONE AT EACH IV L- OTH (MIN) 8D NAIL®b"0/G 0 13/4'MINI INTERIOR SIDE)G5-22 5TRAIP5 PER DETAIL 4 IN LIEU OF ( /--SIMP50N BP WASHER ° o ° AT ALL PANEL EDGES d o _ L5TA36 STRAPS 51HOWN IN THE DETAIL. I NIL SHEATHING '� ° 2X AGQ SILL PLATE. DOUBLE EXTERIOR GYPSUM BOARD o 0 0 NAILS a 4'0/G SILL AT FULL BASEMENTS J T'MINIMUM 5/ DIA.STEEL ANCHOR -- -- - 5/4OCIDI MAX.2'-8"OL.. Ix b Fur vAUEY SD NAIL® 12"0/G AT ALL Microllam LVL and EMBEDMENT4 EXTEND BOLTS MIN.7 INTO G5-22 COIL STRAP &K STRV To RAFTER MEMBERS NOT AT PANEL EDGES Parallam®PSL FOR WITH TIGHTENED NUT d MO' allowed hole zone middle/3 span 3'x V WASHER TO EACH BOLT. (2)2 x b AGQ 6 PSON LTP4 RATE NAILED TO WSON 6A STRAP 15/32"05B OR #4 CONTINUOUS BAR PROVIDE TERMITE SHIELD SILL SILL RATE INSIDE CORNER OUTSIDE CORNER L5TA3b W/lO-IOd NAILS .SEAL AND MAINTAIN 8"MIN. RIM AAD SILL RATE @ I6"0/G AT�R� PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d � rr r n INTO STUD ABOVE AND LOCATED 2'TO 6" FROM WD TO FINI5HED GRADE VALLEY WK NrF :W5. PLAN VIEW PLAN VIEW W - � � r n1 V FROM TOP OF WALL NAL A5 FFR TAME�V WFL1A 13ELOH(2 EACH CORNER) NOTE: General Notes Q N N N M 1� 7 N Uy Tall=2,g80# COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25"LONG)MAILS.COIL EXTERIOR I w I fl LL T0�SEE FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDE: IOd COMMON(0.131 x 3"LONG)NAILS. HALL O HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR GIIItN� DEPTH HOLE SIZE headers and beams only. PIGAL ANGf�OR BOLT �5TUP TO RIM JOIST TO SILL PLATS STRAP IP N���TF�1�5E V�`LLEY PLATE HIP GONNEGTION HALL r-�AMIN� 43�" 1" • Round holes only nd STORY GORNE�R GONNEGTORS 8 TY5y2" 1�4" • No holes in cantilevers. I� KT- (8 ��N.T.S. 7%4"to 20" 2" • No holes in headers or beams in plank orientation. N.TS. LOCATED AT EVt32Y CORNE=R N.TS. LOCATION JA6 NOTEV LOCATE AT E1/L 1'STUD N T5. N.T.S. See illustration for Allowed Hole Zone DO NOT Cut,notch or drill holes in headers except as m Z Z indicated in illustrations and tables. U IL a z Z Z O z z A MIMM)M OF TWO BRAVED WALL UNES 04J�IN EACH DIRECTION OF A BULDIN6. BWL5 SHALL NOT BE SPACED Dmmw Srw MD WNL arAwCzU5 U5 MORE TW 60 FT APA U. MIS WTHIN A BML SHALL NOT BE OF F5ET BY MORE THAN 4 FEET FROM A BWr UHL LOCATIONS A�E TO Tap or PbMt'WNL r U� 04 fe o o O a V5 FD O O g INDICATED ON FLOOR PLANS NOTE: ��..� I NOTE: TO TOP a PGMf WNL 1'u��I i W W LU w W W a N � 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE 6I1v 60N DTTIZ HGLDONN AT d6-W5P WA60 A BRACED WALL PANEL(BHP)SHALL-EEM WITHIN 10 Hl--T OF EAU4 EW OF A BW.. TEE DISTANCE ADJACM PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER � � �LU LL' � � ®� WALL ETD PANELS (rYFF A).ttDU AS RFAURM �OF BUD'S SHALL NOT BE BREATM THANI20 FST. THERE SHALL BE A MIH MJM OF TWO BMP ON EACH EIHL EXCEPT AT AT$R M WNL PETALS G)AND D. ■ ® F"EW.1S<16 F$E'LANG MAY WIVE ONE 48 012 LON6F92 BMP. BMi'S AM TYPICALLY GS-ASP SHEATHED BRACED WALL PANELS 3 I/2"WIDE LVL HEADER(5EE FLAW N ®� S IOD NALS AT DTTIZ (T(PE A)OR GYPSUM BOARD GB(T(PE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BWP TYPE5 A coMTlNuouS To our51DE of PANEL _ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. ® WP TYPES ARE INDICATED ON FLOOR PLANS. \N \\ \ B ® 3/8'm THREADED R.OD G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SH ALL Mt�T i j ---- ■ CONTINUOUS ILL'4'MIN DEEP HEADER TO CONTINUOUS IIl'4"MIN DEEP HEADER TO NOTE:YLIERE 24'WIDE MINIMIM FULL HEIGHT EHE MIWMJM OF TABLE R602105. NAIL Ne F6MH1)M MLALL OUTSIDE KING 5710(5EE PLAN) Q OUTSIDE KING STUD(5EE PLAN) / LU PMH t�6E WALL RETURN 15 PROVIDED AT ENDS OF 5WATHIN6 HM bd HALLS O 6'O/G(ED6L>)AND 12VX(FMID)AHD PROVIDE 2X Lu _ !' ' / i z G5+6P BRACED WALL LINE THE 800# BLACKING AT ALL UNSUPPORT®PANEL WEIE5. PROVIDE 600 POUND HOID" FASTEN J"5HEATHING TO HEADER I U = FASTEN�'SHEATHING TO HEADER I U �� / / BD NAIL5®3'O/G IN EACH DIRECTION % � 8D NAIL5®3'O/G IN EACH DIREG110N ' / / � � HOLIDOWN MAY BE ELIMINATED. PLR DETAIL.W OR 20 AT EW OF BRACED MALI_UNIE'i THAT DO NOT WIVE / �/ U HTHH2 A 24'M W4H RILL HEI6HT WAIL FETUFtN OR A 46■M NHH 13W 51MP50N L5TA:24 STRAP ON BOTH SIDES AND � 51MP50N L5TA24 STRAP ON UNSHEATHED TRIM TOP OF PANEL AS REQb � � � EACH OF HEADER TO JACK STUD W/16-I00 MAILS C) FACE W/16-IOD NAILS TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF G5-W5P b-Va"505 SCREWS O W m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 H- FASTEN TOP PLATE TO HEADER W/2 i��,' / Z // / PORTAL STRAPS 1/2'FROM E06E ON J h'� W ROWS OF Ibd NAILS®3"0/G z ROWS OF Ibd NAILS®3"0/G ,� .� i / WALL i� / W W WALL AJAGENT CLEAR MINIMUM LENGTH OF O % O MIN PANEL / BOTH SIDES(4 5TRAP5 PER PANEL) Y v ,' v HEIGHT(FT) WIDTH"L" HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL ' �''/ ' / / W r f"J w H- PANEL SHALL HAVE A LENGTH'L"OF NOT PANEL SHALL HAVE A LENGTH'L"OF NOT / `./ 51MP50N GNW COUPLER NUT <64" 24" LE55 THAN 16"FOR 8 FT WALL,18'FOR q LE55 THAN Ib'FOR ONE STORY AND 24"FOR /, ' / 8 28" U U C' 8 64"TO 80" 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. ,' ;' ;" q 32' j' 51MP50N 51458 STRON644ALL 55 Z 80"TO qb" 36"� TMP B Q PLAN FOR ACTUAL LENGTH / X SEE PLAN FOR ACTUAL LENGTH / %/'i 10 34" ij i PANEL,VERIFY PANEL 15 PLUMB O <64" 2l" GYPSUM BOARD "GB"BRACED WALL PANELS(TYPE )SHALL BE / Q �/ ,/ II 38" j /' / 4 3/8"�ANCHOR BOLT OR q 64'TO" 30" 48'MRH IN LEWM oN EIM SM OF WALL PM TAME � - ! ' NOTE:DETAIL APPLIES TO � ~i - X 12 42" / W n i ' ADHESIVE ANCHOR 80"TO qb" 41" `R60.?J05. SECE15.6YP5UM BOARD MF1TH bd COMM NAIL5, (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER FLAN / / i j' I BOTH ENDS OF HEADER 0 I^ t <64" 30" Agl5,X ME 6YPSUM BD HAII5,OR Aqe'X 1W O / O /,. /; Ir F-+■i NAILS O 7'O/G(R5)NO-E O/G(FIE D). BLOMN6 I5 NOT - - ~ / ' -- -/ r 10 64"TO 80" 30" AT UlISIAN IM!"ED PANEL ED6t5 WF N PANELS A;ZE BLOCKING AT PANEL EDGES BLOCKING AT PANEL EDGES ' ❑ • 80"TO qb" 38" 1 IH5TALIID HORIZONTALLY. PROVIDE JOIST OR Tl�55 OR FULL * Partial credit for panels 36" to 48"wide per R602.10.52 HEIGHT BLACKING DMTLY ABOVE AHD BELOW TYPE B WALLS. / ' BLOCKING AT PANEL ED6E5 '/ L,r "L" EQUAL TO tii ONE JACK AND KING STUDS ONE JACK AND KING STUDS / / ;/ ' / or > 12" �_ 9 r Com•) TYPIGAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD / TWO KING 5TUD5 r FASTEN l/Ib"SHEATHING TO EACH STUD FASTEN T/Ib"SHEATHING TO EACH STUD � / STUCTURAL PANEL ''CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B AND SILL W/8D COMMON NAILS®3'o/G AND SILL W/8D COMMON NAILS®3"o/G / /j R FASTEN 7/169"SHEATHING TO STUD Z FRAMED FLOOR /� V AND SILL W/bd NAILS®4'OIGLii NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 / Z PORTAL DETAIL"A"ONLY APPLIES 51MP50N HDU5 HOLDOWN W/14-1/4'5D5 �! i / SIMPSON HDU2 HOEDOWN W b I/4' Q Q 0 N.T5. TO 2 FT TO 18 FT WIDE OPENINGS. ; I ClSCREWS IN DOUBLE END STUD ii / 505 SCREWS IF NO FLOOR ABOVE. � � U TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2) WIND ADJUSTMENT TO //// HDU4 HOLDOWN W/I0-I/4'5D5 ' ; PANEL TO 5IT DIRECTLY ON TOP OF U WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'm ANCHOR BOLT OR EXPANSION / SCREWS IF FLOOR ABOVE. - % W % CONCRETE FOUNDATION WALL 51MT'sON DTTIZ HGIDONM AT C6--WT bIZAIED HALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2"X2"X3&"PL WASHER 1/2"A ANCHOR OR EXPAN51ON BOLT / / / �� �s� ` ^t/\ WALL END TIINELS A).t A5 IRED ADJUSTMENT STORY CONDITION ADJUSTMENT _ __ -- -- - ' [� - ( � CONT BASED ON SUPPORTING FACTOR OVER #4 BAR GOVT IN TOP OF CONCRETE 2 I/2'A ANCHOR OR EXPANSION BOLT i #3 TIE - �� ��B '�T C NCy ®II AT BRACED WALL DETAILS G AND D. #4 BAR CONT IN TOP OF CONCRETE CONCRETE STORY BWL SPACING METHOD GB FOUNDATION FOUNDATION ®IIII SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION ®I' S IOD MALS AT DiTIZ EXPOSURE CATEGORY ONE STORY D IS #4 BAR CONT IN TOP AND BOTTOM / 4y �� C� ® TDP 10 2S 5.5' PAB5-18 ANCHOR BOLT OR%g'THREADED OF CONCRETE FOUNDATION 51MP50N 551/8X24 OR PART-18 ANCHOR r A n EXPOSURE CATEGORY TWO STORY G 1.3 �; EXTEND WALL 5HEATHING OVER RIM JOIST ROD W/WASHER PLATE,SEE DETAIL 15/01 PAB5-IS ANCHOR BOLT OR%'THREADED BOLT OR Ye" THREADED ROD, ( . ® TOP 20' 5.0' 10.0' EXPOSURE CATEGORY TWO STORY D L6 / ROD hU WASHER PLATE,5EE DETAIL 15/01 SEE DETAIL 15/01 Z OVER '�T a � 'C ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE / - FRAMED TDP 30' 1.0' 14.5' WALL PORTAL DETAIL"B"ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. � -✓ _L ROOF EAVE TO RIDGE ROOF ONLY 20 FT 1.6 FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS Rb02.10.3(l)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HA5 SIMPSON 5TRON6-WALL REQUIRES ENGINEERED DESIGN TO t `3 0 r TOP 40' q.0' Ib.5' ROOF SAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 \\\ / REGIUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE GONTRIBUTIN6 LENGTH OF 48'TOWARDS R602.10.3(1)MINIMUM LENGTH TO DETERMINE PANEL 51ZE AND ANCHOR BOLTS FOR `'0 ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 M ON H IRST FTDOR APPLICATION OILY. REQUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 V I ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT NP JOB NUMBER TOP 60' 13.0' 215' WALL HEIGHT ANY STORY 8 FT OP CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3d8"0 ANCHOR BOLT OR , WALL HEIGHT ANY STORY q FT 0.95 I - TYPE F 2016023 ADHESIVE ANCHOR BOTTOM OF 2 10 5.0 TOS WALL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.1 .a.. ° 0°°0•':' BOTTOM OF 2 20' q.0' Iq.o' C D NOT TO SCALE PER FIGURE R602.10.6.2 E (D,_D_ETtL NOTSCALE PER ENGINEERED METHOD W .:'ri: d,'•�. NUMBER OF BWL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 21.5' NUMBER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 SHEET NUMBER BOTTOM OF 2 40' 11.0' 36.0' NUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE 1.6 2 GYP BD FINISH OMITED FROM INSIDE FACE OF BHP 1.4 (_2_�jBRACED WALL PANEL DETAILS z HOLDOHN DETAIL AT SLAB BOTTOM of 2 50' 21.0' 44.0' APPLIES TO METHOD C5-W5P ONLY UNIT 22 (B- 2 ALT- 2 ) UNIT 21 (B- 2 ALT- 2 )GYP BD FASTENING ANY STORY 4"O/G O.l NTS. BOTTOM OF 2 60' 25.0' 52.5' APPLIES TO METHOD GB ONLY NOT TO SCALE W IJ D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I HATCHED AREA EXTERIOR WALL: IN0I6ATE5 LOCATION A A Z HARDI-PLANK CLAP OF FIRE RATED ROOF d BOARD SIDING WALL SHEATHING,4'-0" B2-5 62-5 3 2 �"� o TYVEK OR EQUAL r. FROM CENTER OF 4'-0" 4'-0" Z) "• 1/2"5HEATHING FIREWALL-EACH SIDE B2-1 U CONT.2"x4'BLOGKIN6 2x4 STUD WALL Ib O.G. MO VENTING) (NO VENTING) O U 211x4"OUTRIGGERS® Ib"DG. 2 GOVT.ALUM.FLASHING W/ RIDGE VENT DRIP(COLOR TO MATCH RIDGE VENT U C.,,,� �1�` �-�r- r fi=r ---'-f- .. .. ;}-�• .--_ 1--`- - O W 2 -FRAMED SOFFIT �.� � �_ __...�_ .� j :. � __ . -w� WOOD TRIM , ,y_ J ', , ' � ,�r-....---�, .- TSL -T—-�T �-- L 6 rn = 2 - Y " _ me��T-- •vw- l T- - =r -`�'.�df-y-- � s�-� i'• ♦ P"µ -- Y"'�- —__'.0 - ..-_ ._--�4......�i _. �--� �, � - --�� Y +�JA SHIELD -- - �. R, T y T w _�-y_ _ 1 5 5/4 x8 TRIM L _. . - - �.�_ _. c / Fdr 11111 3 p",A L ,-� �..1� -. _ " �, P�" R 5 rn + .�':y' R , 1� RSEGTION . �. _ - - - - _ cv V 12 _� :-` -,-�� T -- �� ._ _l_�,_, T T %-* rte 'C71 MEfiA A}ALT ROOFING,. r J -�_�1 W ��` -� 12 � - 7 6UTTER5 d LEADERS q F 2 - _ M.= = 1 �_- r ✓ ./.�. ---`�._-yam -L,._..,_,,�1 ,.;�;-- = _�T - � _� 2 - n q GUTTERS 8 LEADERS Z L_n r , - -,'` - —_-1_ ='ter - .s'--•rte r--L T L = �i n L u)laa ALL GUTTER5 d LEADERS SHALL BE BAKED 1"x 8" AZEK RAKE BD W/ _ . _ � 1 .L�.= 1.�. - - .a f , ,� �,: L�� - - - �ti_�w. �`1- -_ �, B2_� �, I x 8 AZEK RAKE BD W/ ALL GUTTERS 8 LEADERS SHALL BE BAKED O --y 62-1 ��- HARDIPLANK L' , , /� r y _- I1HARDIPLANK -- Q W M . ___ j - �`" �1 - - 1 x 3"AZEK TRIM(IYP.) WHITE ALUMINUM .032 MIN.GAUGE,GUTTERS V o - v �.-- = m- 1 yc. T-����� 1 .3 KML:_., _HORIZONTAL xl2 AZEK TRIM 00 SHALL BE 5"SEAMLESS,IO.G.SUTYLE W/nARL I x 3 AZEK TRIM(TYP) ��� ABL WAP ,-� GLAPBOARD 51DIN6 - ROOF BREAK_ , , _ -� RO I I 1GLAPBOARD 51DIN6�' -O" ABLE WIDTH_ SHALL BE 5" SEAMLESS,O.G.STYLE W/ALL ❑ = ti - HHITE HORIZONTAL -�- RELATED d REQUIRED ACCESSORIES. LEADERS ..:.. .`� �....�� RELATED b REQUIRED ACCESSORIES. LEADERS U M i.J -- -'�-- -- DENTIL BLOCK#DTLB5x4xl SHALL BE MIN.211x3",.021" GAUGE W/CLIPS t T- �= -- -` - - i - - � ! �/-� /�/�/�*_,r� �.�� � �m�-- �- �'- SHALL BE MIN.2 x3,.021 GAUGE W/CLIPS d NI d T;� .._ .. T t. _ BY"FYPON"OR EQUAL ANCHORS. CAULK d SEAL ALL JOINTS. PITCH _ - - -- =�.T-� -----�=I i ��,•- _ � f A�'E�RINKEiB � _ a.�.._A ___1111 -�.� .:�; , - c� - T ANCHORS. CAULK d SEAL ALL JOINTS. PITCH # rte.- �' AN N6 AM i � ri NDIN 5E I _..L-_.._l , -�--_' '.---•-'- 2 1 y�, �� II --- - DENTIL BLOCK#DTLB5x4xl GUTTER5 MIN.1/8"/FT.PROVIDE P.V.G. DENTIL BLOCK DTLB5x4xl _ . -- L I"x 8"AZEK RAKE BD W/�-- w• /- STA, I �. ,agZE -TRI11{IYP.) "'""" _ _� --,yam ,•�__ GUTTERS MIN. 1/,5"/FT.PROVIDE P.V.G. _ _ BY FYPON OR EQUALa T _ RECEPTORS 8'" ABOVE 6RADE TO RECEIVE RECEPTORS 8' ABOVE GRADE TO RECEIVE I x 3 AZEK TRIM (TYP) T � �,,_-1111- ETA RO F �--,-•�••-J=- --�-.-•--� � Y " 5/4"x6"AZEK TRIM � BY FYPON OR EQUAL -� �_ _ � _•._. TA ROd b" HIGH BLIND �- -r.._ _ - -� �-�, Lj -�» I: _ .=r. �.'_-�.-_-a = - '-_; b H16H BLIND LEADERS(CLOSED GAP DESIGN). _ .-t I I _ - - -moo -�_. _ T� -�- --y I�1 �__ .aq�<:.�. o �. 1 „cl-_ LEADERS(GL05ED GAP DESIGN). FLASHIN -°iu. , _R _ _ �k .. �m r1 1_ - Nil i �I _. a l .. . .�, - - - - _ _ LA5HIN6 TYR EXTERIOR WALL. gym, Tom_ I rte. =y •G )74 FX I ` �,. _� T HARD-PLANK 5HIN6LE - -_ ��_,. I Int N i E _� M A-_�..A.: ,...._.W.,k,,.ice it .'y..g` ti°•„1-l.'y,`F. ;J.G` / ' _ - 12 _ - _ ! ,' AZE�TRIfW TYVEK OR EQUAL - � - - EK RI I' I 1/2 SHEATHING i _ 2x4 STUD WALL Ib"O.G. o= - L �y .�. y�� ,_,.��.,. �_,-i, 11 (�.•.y.� Lu Lu 12"OH -_' w _ - - T= =6" / � <,t f N�/s OH = F . �_ _ -. 7IJ - pH- - � -� i° -�;I- � 1 0 1� - s•�r- i I 1 f- —1— __L- �fJ—+-i ' .�- AIL „ �_�_ _� } _�_ � - _ . �r - _ _ 5'a 2 DET - DINING AREA -DORM 1 �� �I DINING AREA = - - - - - - - - - - - - -1=�-�ILIA I � PLATE HT. . - PLATE HT. F- �.,-� a !'-p' OH�c� _ 4 , .- > ..I,- k -,..�- ---OH La T 11,.1-a-]1 1 - , Ill 1.[ - T= 1 1'-pY (n oH. � -- � ' n� _.�___`__��. _�Z_�� v ,. '� f�� -- _= Z -- - - -" - ,- _. - � __ l l�.� !�� , �-_�a '�' �1 -�_�� z _ � T OH f I d? , L 1 _ -®.. 81 A5G1 " f3D ...r .... .. - . , - T� ilr 11 _ � IIJ O CLOSET_ T ;�3' 4' m- 5"HIGH BLIND FLASHING=�-' y`'�' / A m-� ]14' �° - -+'{r PLATE HT, , �. _ - >-I PLATE HT. T U ET 12 LINE OF ROOF I �� Q I-1 ] .:•.�r• I I � � I �- ' I I I 1-��-�� -11 - _ - - �!i ,i.�/ -- �- � --- �r� - - _,.I I ! O q TRUSS BEYOND I I I .--1 4 ) Ln 1--- - (-. It=1- F., -� -1- ' _ - zJ11-11-_ i_ - - (3) 2x8 P.T. GIRDER ❑ o II BEYOND lid !`1( ` -1- -' .;-.I: ) - 1 - 1x8 FASCIA BOARD I I �-� �=1 � . =�[.i I i I=_, l I�; -k )�- .� . I , : � i , I !rI I j. �/ bye COLUMN COVERS T i �- I II II � I I I 1 I , I. OLUMN® COVERS / /' � � � 1.I_ i -� � I� D I - r / , r r' 1 ! 1 f / , PORCH BEYOND 1 I � -, l ,-,-�-=,-�1 �-1., ,I,� _,, .L_..� �-1_-��_�.__.. �- �- �_ r i ' i _ �_,' - 1- �- - LZ:� __. 'I�_.� 1== - _ , � � � � ��- L,,_, I ; PORCH BEYOND --'- -11_4 - - -! -,-- --- - - � ..�_:, �Gj�T�I I _ --.-, �, _ _ .]-�_ � ]1-_� h.:11[ 11 .L.I !11-i 1=11. _ l L LI I_I 1 - / -, - / '„ - -J -� FIN_'S L 0y ] 1 i' ice, ( L l_' LL _I i L_1-1 LI J 1 FIN. 15T FLOOR -----r I -� FIN. 1ST FLOOR I I _ 51MP50N LU528-3 FACE MOUNT HANGER ELEV.+Ob" // // , , /, ELEV. +0'-011 N - - - - - - - - - — — — — — — — — — — — — — — — — — — / - w (3) 2x12 P.T. GIRDER BEYOND I I I I I W - - - - - - PROVIDE FLASHING ALONG ENTIRE LENGTH OF I I I I I T 1x4 AZEK 1x4 AZEK (n TRIM ALL I I INTERSECTION OF ROOF 3 VERTICAL DORMER I TRIM ALL Ix AZEK TRIM BOARD OVER EXTERIOR WALLS.FLASHING TO BE MIN 8" H16H r [� ,I�h i,� I,"p„ I I I I SIDES I i 51DE5 I I I I m v - - - - - - u u(M� OR GIRDERS (TYP.) (BOTH SIDES OF DORMER) F-1 C♦ J p1 W 51MP50N BG52-3/b P05T GAP ANGHOR o I I I I I I I I I I I o O I I I I I II I I I tI l 1 I 10" SQUARE HBd 6 PERMA CAST I I = COLUMN #46382 W/SQUARE I I I I I I I I I I I U 4 2 0 � o FLAT GAP 4 BASE (OR EQUAL) - I I I I I GL 2 HR 5EPERATION CORNER COLUMN TO BE WALL PER UL#336 PROVIDED W/SPLIT KIT I I I I I I I I I I H _ _ _ BASEMENT bx6P.T. POSTWITH51MP50N - - - I J- - - - - - - - - - - - - - - - - - - - - - - - - -I - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I TL - - - - - - - - - - - - - - - - - T - - I- - I ABUbbP05TBASE (TYP - ALL L- - -I- - - L - - - - - - - - - - - - - - - - - - - - -1 - - -- - - - - - - - - - - - - - - - - - - -I- --- - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - I COLUMNS) Ill UNIT 2 2 UNIT 21 TYP. REAR COV. PORCH DETAIL IA A _ (MAGNOLIA). FRONT ELEVATION o B-2 ALT-2 (MAGNOLIA). B2-5 B2-5 B 2 ALT-2 u _ , „ o 3/4"=1'-p,. �2- 14 I-0 dl A A B2-5 B2-5 " TYPICAL ROOFING: 41-011 41-011 ARCHITECTURAL SHINGLES 1O: (NO VENTING) (NO VENTING) TYPICAL ROOFING: PROVIDE STEPPED INTFLASHING ALONG ARCHITECTURAL SHINGLES 15# ENTIRE LENGTH OF INTERSECTION OF ROOF 8 VERTICAL DORMER EXTERIOR r` FELT UNDERLAYMENT I RIDGE VENT T WALLS. FLASHING TO BE MIN 8" H16H w ti 5/8" PLYWOOD 5HEATHIN6 T, RIDGE VENT 5/8" PLYWOOD SHEATHING H 51DE5 OF DO M 6 ^ �_ DER T _ _. .__. _ T DORMER)-_mac �� y` r--e-- -=- f' '-+. ( RIDE NT / 1 -_ _ HARDIPLANK � -= -_'-- =- = - - = - < ?` - �_ == , , - RIDGE VENT ---- - - --- -------- - ---- - --- --- - - HORIZONTAL (SLAP HARDIPLANK - - - - - - ` ' HORIZONTAL CLAP " SIDING b"AZEK TRIM BOARD 6 AZEK TRIM BOARD T -, T T � _� / / .fT4 --,: ' r+ -pL.-rte -' .. ,--a. ....1 s- .si. - - ..•---. _ ----- ®.ti.r,.m•..>_ .�-_.,- • /, /� ,^ - �=T- T�- MER PL z = ri ABOVE 15T FLOOR H iri z m a ng 12 '7=: 12 z z z O z z Z N "x 8"AZEK RAKE BD W/ - - 1'�.,�`- �.""�-_-.®`_" 0 'gym` ..tr 'a `L ----- - I"x 8" AZEK RAKE BD W/ I O O O O O w -- ��. -—,.c®�.,�T ==�.d �"-�, - 1 .-- b -rte , -��,-+�' u) (2 S2 Q S2 S2 F- " — -.�_�T �— —�._�_ - - _ ,-._ 12 �.- q I"x 3' AZEK TRIM(TYP.) > > > w > > I"x 3 AZEK TRIM(TYP.) — I2 — �"' -- - ------- EI : Q f a ' «.s, b - .1..-.,aa - } �- - W w W W m U r -- ------ -- - - - - --- -- -- \ - ---- - ---- ---- ----- ---- ---- -- " -- - / _ T�- - -- - f // b" DIA6.AZEK m cD 6 DIAD.AZEK \ - T T F ' ---- - -- TRIM BOARD O 2420 (MULLED) TRIM BOARD _ t _:; :�J,. - -�. ��.._�y ,m.� ---- -- - - -- -- 3 F C, \--12 r ' sem= <� �- � �� - _ --1-- _ > D G'-O" FRONT GARAGE N _ . - -y--� - --'�----' - - ---- I WALL PL HT " 6" HI6H BLIND b HIGH BLIND - ,-�+ =1 / - - �--'- ._ ' r�= •- y FLASHIN6 .`�--_- T 1 ,-- ---- T - - -1 , -,� GARAGE WALL it _ - - --- - - - - - - - - DEL ON- - -5 T • -- --- - - -- - - - - - - 2 HR 5EPERATION WALL PER UL#336 H FASCIA - - '9 SEE DETAIL I/FW-2 z 6REAT ROOM _ _ _ -/�, / ,� _ _ _ GREAT ROOM 4'-2 4-2 L PLATE F. fi IIWILMI fWTI ---- -1�ICI�L- ----irnitl _ - ---- - - -- - _ ----- _ PLATE HT. -77-777.71 I, / /�' H' ,/ / j p., IN',IIII II.Yi pMIM' I, p" I _ / 1 _1 L, OH. 4'-I0" 8'-4" 5'-2" O m i II 1 K W F• � w ui I I I I i t EEI _ ' f_� � ref�1" (:!�-,_ I-J-fit_� 1_L1�_� ��-� �_� I I I ! I I � I I I I ! ! � .r;:, _u_ _ _� _ DORMER PLAN E3 z • I I _ ,,�.-�� T�=;�-� 7FLIU] - it 1 i � i - f ..II TT r II SIT a i 1_. 1 - I -� l -� = _- 6'- " ~ /4 11 1 Oar - - 4 11[ [T16' 4- B WI TH - � ,X I BIS WI TH 1 - _ f b"AZEK TRIM I I _ _ '+ - i- - - - b" AZEK TRIM di v I ALL SIDES ALL SIDES I _ _ FIN. 15T FLOOR_ I I i _ T - ', j r I r - -j - - • _ - - - -- -- - FIN. IST FL00 LOIS IRC 8312 2.I J ELEV. +0'-0" R IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Z < i ELEV.+0'-0" _ OPERABLE WINDOW OPENING I5 LOCATED LESS THAN 24" 0 2015 IRC 62421.8 (503.8) � � 0 � VENTING 5Y5TEM TERMINATION LOCATION: ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE (A � [; J ��II II IIS I I I I IF SII II IIII I I I THE VENT TERMINAL OF A DIREGT VENT APPLIANCE WITH AN THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE 0 4, � r 6x6 P.T. P05T WITH 51MP50N II II II II II II bx6 P.T.POST WITH 51MP50N EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW SHALL } �, I I III I I I I I I I I I I I I 1 INPUT OF 10,000 BTU PER HOUR(3KW) OR LE55 SHALL BE �- . \ 6 AZEK TRIM r - �' BG52-3/b POST GAP ANCHOR d 11111 II IIII IIII II IIII ! BG52-3/b P05T GAP ANCHOR 8 COMPLY WITH ONE OF THE FOLLOWINI6: c• + ,> y 51MPSON ABU66 POST BASE(NP- I I IIII II IIII I 6 AZEK TRIM I ALL SIDES I IIII II IIII I I 51MP50N ABU66 POST BASE (TYP - I LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A * OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE C� 0' m IIII II IIII I ALL SIDES I I IIII II IIII I I ALL COLUMNS) I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED ALL COLUMNS) I I IIII EGRESS IIII I I IIII EGRESS 11j' I _ BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE POSITION. M p I I I IIII WINDOI^M 111 I I I I 1 lli 1WINDOW 1111 I I I o INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND * FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20q0a `? I LL== === JJ 1 1 10" SQUARE HBd 6 PERMA GAST I AN APPLIANCE WITH AN INPUT OVER 50p00 BTU PER HOUR a� I 10 5&UARE HB4 6 PERMA CAST q I I LI_________u I I I I LI_---_---_IJ I q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U �. UMN #46382 W/SQUARE I I I X I COLUMN #46382 W/SQUARE I SHALL HAVE AT LEAST A !1. INCH VENT TERMINATION RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO &10 FLAT(GAP 8 BASE (OR EQUAL) FDI —Q Q FDI FLAT GAP d BASE (OR EQUAL) GLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR I I I I I I I INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING P W �(O - CORNER COLUMN TO BE _ (t 2 HR 5EPERATION - CORNER COLUMN TO BE AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. �'�= PROVIDED W/SPLIT KIT I I I WALL PER UL #336 I I PROVIDED W/SPLIT KIT I I I I I BASEMENT _ _ _ _ _ _ _ _ _ _ _ _ OB NUMBER r - - - - - = - - =rt—= - - = - - _ —_� - - _ - - _ - - _ - - _= - - � 1- - - - =- - - - - - - - - - - - -�_— - - - -- - - =— -r- - - - - - - - - - - - - - - - - - - - Ba � L - - -- - - - -- - - - - - - - - - - - -L - - - - - - - - - - - - - - - -it - - - - - w 2016023 UNIT 21 UNIT 2 2 Q SHEET NUMBER A A UNIT 2 2 UNIT 21 DUET CLUSTER B2-5 B2-5 B-2 ALT-2 (MAGNOLIA) REAR ELEVATION z B 2 ALT 2 (MAGNOLIA) (L 1/4° _ ,�-OR _ (B- 2 � B 2 — (B- 2 ALT2 ) ELEVATIONS W1 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED ^ , ASPHALT ROOF SHINGLES ~ �/ w t'\ LINE OF ROOF PLYWOOD SHEATHING /�) O rB 12 �.._yrr - _,_-, BEYOND® MASTER `k" Z y 5.-15 1 `T_ ..: �I .� - =1�, / t: _,.-L_ :,-= - BEDROOM 15#ROOFING FELT PAPER / �� O L- v RIDGEVENT1....•- 1 T-.�,ar_-eLwa_.1'm =7 _L. "..._.- f.--__ - __ _ _ ___ �I� VJ (1 PER / h = -: _ a /✓_-. __ .. - -y -'\.-- --- - T -rte � _ _ a INSTALL ICE d WATER SHIELD / y U - >0 �a / Wiz_ - , _ MANUFACTURERS SPECS.TO y ROOF FRAMING � L N`- _ U AZEK SHEETING ON SIDES � _�— 1 - L r - �� �__ - = 4-�--- = -�- _-' � _ _ _W T �. ._ tea. m INSTALL ICE S WATER SHIELD MAINTAIN PRODUCT WARRANTY. /�j 0 N �/ _-� - _,=�„�L-,i_ r T- ��. ,. \ - -- - - CARRY DOWN FRONT OF FASCIA- rn _�. �, �_= .r �1, �, a PER MANUFACTURER'S / m LINE OF DORMER OF DORMER TYPICAL ''"- - 12-'v"" - �-'- �- T �, � ROOF OVER GARAGE / " T5.�5 1 : �' --1 `r'a, `' -Ti 1 ` -- ' 1 - PECIF MIN 4'TYPICAL '� y �,� L=m���-� CATIONS TO MAINTAIN Lo�, �ffi- -•- Tom- - ___ - L cn f° rn ROOF BEYOND - - + � � - r - - - 0.40 ALUMINUM DRIP EDGE c RIDGE VENT i. r�� �. 1 ��, _ �_ -_ _ _ � RIDGE VENT PRODUCT WARRANTY ,yy U w M / T _ a f - y 1 - - 12..J - -- o .- �:_ -- -- - - -__ "T....�.._.«. _Y- _,_ ..:.,- -...�- .--c s-...a-- ^T�-- - -- --fa" '.c,m.--....c-�-., ---7�aa•�_� --a-,-._.. G� NOTE: / ¢ _ co APPLY IGE 8 WATER SHIELD IN Y TUIMP _ V cs..�..-- ._ ..•1 1 y GUTTER y ❑ M I.-Oil r- / -r / , ' �1- L _,..,�. �...®- ._._ tea.-, -.i.._��-e,r- -�= ' _T•��=-'--�_.-y-- �a1�d =1T- -..._i ��-�i=�1_ —�L - m- -. _-1- M - ! T--_---' --�I2 � - - -- __��__ -_ HEATHER WHEN THE AI P, ..-�_.-...i®_. .-_L-._��-�..a.---.1_,_.- .�_1_._._.i--_ =L- -__-'---� -.A--<.l-y-#.4-_�- T---l.*-____— -' a-r.-i._�,_. -.,I .� _.�..-_� •�- .-_._�.4. - _.... .L_�i.�.T-- '_,_1- �.--_ice.-L _ I�.�. L i -u� OH =T T MIN 3.5�- - - -- - T --- -- _ - ` 1 T - as _� -1 _ =I,z ROOF DECK AND MEMBRANE T r � -� _ � _ �'T '\� _ 1-_'-_T_ �-_�- _,_ =�= _ _=P _:.moi- _ =-xa' __ - �• a= �- ,:•. 1 . z � ". -«. ,-� -*� -sem �_ - Y � y - _ EXPOSED LOW GDR N� RE AT TEMPERATURES OF d - NE OF GARAGE -T r _-� _ _ _ 40°F(5°G)OR HIGHER. �\ I I „ -a - -r L- -_��_- _y k I I �� ..„.1 �.1_ � �- :�..,�I.. .L, ..L' ...,h- ��4e�y � �J-s®_��� 1-�1-�.✓r�-.-�---�- I�..rl -.1....,-___'v._ I 1�L 1_r ,I L- „11 1 l 1 ROOF BEYONDBD.- 5" --� � _�� -!- . . -�FLUSH ROOF , - _,�,..... _ �.� -�•,-.�- --�.•- - .- /-: .� 1x8 FASCIA BD. I - �,_- -� / _� 5" AZEK- 60 - I I � --._� ` -^- T -7-ter- �__ .7- -�—�-'®- _ : // Tr FRIEZE BD.� _ -I_n m= L..:am, 1=_,tee. \ 1-...,�_•1 OH .� -ask; �- - — ��- ,_ �i _ .F - .Q_ �-p1 _ - �- 0�1.— � - a— L=tee .�� mow= b-, .. - BEDRM#2 �=L_ �II_pll_ T BATH#2 PLATE —HT, - - - --- / 1 r - - - PLATE HT. _ GREAT ROOM ' OH. - NI;INI _..T>,.�-amu= - _ PLATE HT. �_ Z NOTE \:\\\\ F- I'-O° OR I FAIOH R WEATHER U HIGHER. Z II I I I = U- I i 10 SQUARE HB,$6 PERMA I U J EXTERIOR WALL -u \ /T - - - -�I _ 1 - -_ - I FA5GIA BOARD "AZEK SOFFIT af _ _ �. o lT ==, -=I I-=--�)-.1 �_ _�_� I= _ CAST COLUMN 46382 W/ HARDIPLANK SHINGLE SIDING o BOARD W12"CONT. O EQUAL - : - Q 1,�=�. :-: _.f! .I l - - -- - �__!_- I I SQUARE FLAT GAP 8 I VENTING OR VENTED LL Ln -ll/T I6"0 BEK RSHEEATHING _= i �- - 4 T - I I BASE (OR EQUAL) - VINYL 5OFFIT - 2xb WOOD STUDS® Ib O.G. = I _ _ _ _ CORNER COLUMN TO BE O I__--I" ° - I PROVIDED W/SPLIT KIT �1 r I b R-21 BATTS �- - _ - - -- II I I I DETAIL 2 �I- s - I1.� _I 1 N 'T_ _ _ FIN. 1ST FLOOR_ _ _ i �� 1,I 1 11 !j.��!,�I ISI l� �1�� I�t 1 1 11�I�.�Il1�I�����-i 1_� I�,� � I ' 1 �- - - - - � _ FIN. IST FLOOR Jk'I — III SCALE: 1 1/2" = 1 —0 ELEV.+0'-0' ELEV.+0'-0" I I 10" SQUARE HBd6 PERMA I I bxb P.T.P05T WITH I CAST GOLU4N #46382 Wl I I 51MP50N B652-3/6 I I I I I I SQUARE FLPIT GAP 8 I I P05T GAP ANCHOR d I I I I I O WALL ® GARAGE I I BASE (OR E UAL) - I I POST B5IMPASE(TYPE I I I I WALL® BEYOND I l I- AGE BEYOND CORNER GO UMN TO BE w o I I PROVIDED � SP IT KIT I I ALL COLUMNS) I I I I I FDI o i I I/ L I I I I I I I I I I ❑ w O I I I I I I I I I I BASEMENT _ _ _I BASEMENT — — - - - - - - - - - -,-I- - - - - - -, I- - - - - - - T1 - - - - - - - - - - - - - - - - - - - - - - - -:�.- - - - - - -IL - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - � — - -- � - - - - - - 1- - - - - - - - - - - - - --J U ELEVATION �ICNT END Z U � B2-5 I/q-° _ ��-01 w B UNIT 2 2 0 U O B - 2 (ALT- 2 ) MAGNOLIA LINE OF ROOF BEYOND® MASTER _ �n - - \ _�� 12 5.75 B BEDROOM RIDGE VENT _ L .~ --- -_yam-ice ®P® .-T '__-T - r +�c - TT �_. !_- -���_..- ¢ N N N M I� CSO INSTALL ICE I$ WATER SHIELD - .� �� y-tea -�' --L -- T- -- T- -----�- � T =--I � AZEK SHEETING ON SIDES PER MANUFAGTURER'S ��,- ---1 b - -- - 12 =-- - `, 1 _L. !� �. .ATL Q ay_ -��� _ �- --�"-��}`T�"-�-�``'y�'� � OF DORMER TYPICAL LINE OF DORMER SPECIFICATIONS TO MAINTAIN _ `- �' ;- '�1 � �-` L-� � L =-W v .Wr� '-L_ _ 5."15 ` RAGE ---� -�--�T �L�=-�-� ..., � ._,i ._.. �� _ ROOF OVER 6A PRONDUGT WARRANTY .=-.e a.�.._ _I:.� � � _� , e,.. �v RJ _ —- : �\\ OND RIDGE VENT _r r ! n -1 1 _. .=1 ��- �1- �, _... --._ a, � _ . -,..� �� � _�.--,�-� � -s..,�.a T ROOF BEY NOTE:APPILY ICE WATER SHIELD IN L� � ��7 - -_ �T d _ml � _ _ •� _sl _ \- ,�ALT - r : " L _ - s -- _L1 J FAIR WEATHER WHEN THE AIR �, I I� � � T � _ i iJ\ �- _ --Lam_—_ v°-1- -_ .- . - �.•�...i- I'-O" Z ROOF DECK AND MEMBRANE 4 _� �-.—T a_-=- _ > �.� y „ , �— -'�r--I ��! r—1— 1.__ .�-=��� ��®_ -�� I �r--r - w ate= �.*r �r,� j� �v� OH z .---. -2,�1��_.->�,_ �,� � I � _�L _____ _�..��- -�-�---->DR-•.,•-1-,.-w1_ � 3 __. '� I N 5 "' � Z �--, �.� C ARE AT TEMPERATURE5 OF - /� r _- -„-T`""�.- _ Y XP05 D LOW ag g t� " � r 3'^�_� -, fD Z fA (n � 0 0 40 F(5 G)OR HIGHER. -- - - - - - r- - - �_ -- z z z o z z 1_ � i I I J -.®.L_r.2.�..1......-I�,�,"_ �_l•---i-.-..t _1_ _l.�. L_- -��aa 1_ �� .,.,_,-1_L _1--....� 1_ Z �. �� ��.-��_�. .�, .v-� ,..-:�- INE OF CA -_,_ T� .�-� c� - - _ - - FLUSH ROOFS'-r-= FASCIA BD. � `_l_ _r,-,�m _._ .__ _ _.__.. -�TRDOF BEYOND _. _ _, _ .dJ_ 0 0 0 o o J w --- -- •__" 1 1-- 1 �— - - I -�- - -- --- - - 1 - - L -- _ _ �1� f- Q_ Q (n IIIw-'T•k=l=®'oY'T_T^ ST", T ' - '.: ..'! , - T _.'1° -'�'l •.^t°.'J^ T" � _ -.__" o`- T®�-"' .�^i® -�=>L"`S" tmY.m'" - - -'S°'.,d• .-,..-. _ w � - ���== �..��.,�T. 1 ,...�_,._ Jas_= a.-.,--,y-+- -..,��.!_.,.:a , .. -1 ....e ,v,,,,r_i .., - �' d' fY '_� W W , N J 8"AZEK .�=-- r `-=-- SFR \ W Q' Q' m m U L-_ --, - , , L .1= 1. ._—;_ - _.. -.,. _ - _ _r. L1_»i -aa ®.1 .Ar _ 1„„._. -.--_.•- - _ - ..1_ 1. i P. _—a ,_1_ - T:_ =1 =J _ _.- _ 1-. -L--' '•1 _xl-_. _ _ - \ 1. ,r1- .!'-,—_e-_--1 .�\= ` m,.J '' - _-_'__� .s_t __ _ IEZE BD. I 6 -7- GREAT - �-- - ll 1,-�jl �. H ROOM 1 - _ _ _ _ _ _ �a� ..�_1 __-, �-�� r BA1N#2 I _I' 0 rte= -�- - - - BEDRM#2-N* 0 PLATE HT. - - - -- = .s _:1 ��__ - - — (PLATE HT.1.1._. - 'OH. �_: \ PLATE HT. N ... INININI - _ 2015 IRG- 62421.8 (503.8) 1'-4' -, _ I --.- I I ' I I f 11 VENTING SYSTEM TERMINATION LOCATION. oH. - 1 ,_ IANGE WITH - - 14-1 - - H NT TERMINAL F A IREGT VENT APP I I , - - - ; -� --�-�-,�1--T���: r-�- 1_���_1� I I i I -. �_.l� � � � I ..--,1 �; 11;=.. . , 1�-.._1 =11.� O THE VE E AL 0 D L _ T ' I � � _ � � _ � �.i-.:I.; � t� -1 L, - 1r��J�r AN INPUT INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL I r T� _.� I- - BE LOCATED AT LEAST 6" FROM ANY AIR OPENING INTO A ' I I I _ - �-� _ I BUILDING,AND 50GH AN APPLIANCE WITH AN INPUT OVER '- -.- ---- .I-= -�:_,r_� --L = _ �-.1 --I- -�-.L=-.1 !_I, .;-.�- _=- - -t..-_:-_. ,� w V� 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER = I I I -� - - -� ---1 L -�_ . -- lI _ _� =I_ -, -I_ �_.T I_= I;,?,I !I _.1, _.�1 --- -.]-:. 10 SQUARE HB16 PERMA I .-_- J O _ __ m I ! I EXTERIOR WALL HOUR SHALL BE INSTALLED WITH A 9 INCH PENT � I I CAST COLUMN #46382 Wl ! T 3 o w I ! ,I_I__ HARDIPLANK SHINGLE 51DING o 0 } B2-1 r I I T ! TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN o SQUARE FLAT GAP d I i - _ .-� . �� 1-. -� - - t I =I =� I � �.t--�- - -TYVEK OR EQUAL w O INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST - r o _ s �' 1 I ! ! T 7 f ! - "< -- - _I _I o I __�- - __ I' -?/Ib"05B SHEATHING v w - _ _ �� � A 12 INCH VENT TERMINATION CLEARANCE. THE BOTTOM OF I I BASE (OR EQUAL) - I I � !I � ��_- � ,L� �� _ I � 1 I � i I _ f 1 - �' �i_-I--i.=�,u�-_--�_ � 1_,�_-l==l.�I,1.1�.__, _SII_I �. _�- THE VENT TERMINAL AND THE AIR INTAKE SHALL BE I CORNER COLUMN TO BE _ f _� r ! N_ _ I ��f (i _ _�a i ( -2x6 WOOD STUDS® I6"O.G. w w I- - '- � y I - 1� -1--� I r �1 � .�1 1 �"I! '-� �- _� -�����. -b R-21 BA1T5 I ILU U o LOCATED AT LEAST 12" ABOVE GRADE. I PROVIDED W/SPLIT KIT -. - 1 - t. �_� I- `O L i -_ E i -- l-- _ -_- _ . _ _ 11 4 —} L - IIa _ _ ..,II �a_ I I4-_LIQ_ w — - YL I = I -- '- I TI LI �r I I;I . II l'�._ I_I FIN. 15T FLOOR I i I _ _ _ _ - - T r I i f - Y I I �_1.1,1.E}.I, _�, � -.-�.'. � .I�-C. L ZI � L _�I � I 1 I _ _ SIN. IST FLOOR 2015 IRG- R312.2.1 ELEV�+O'-o" - - - - - - - - - - ELEV. +0'-0" ❑ w IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" - x ABOVE THE FIN15HED FLOOR AND GREATER THAN 12" I J I I I I 6x6 P.T.P05T WITH I I 10" SQUARE I�B4C PERMA I I ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW I I I I 51MP50N BC52-3/6 I I CAST GOLUM> #46382 Wl ON THE EXTERIOR OF THE BUILDING,THE OPERABLE I I I I I P05T GAP ANCHOR I$ I I SQUARE FLAT GAP WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: WALL® GARAGE 5IMP50N ABUbb BASE (ORE UAL) - WALL @ GARAGE z z di * OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER l I BEYOND I I I I POST BASE(TYP - I I I I BEYOND --' CORNER COLUMN TO BE Z a a SPHERE TO PA55 THROUGH THE OPENING IN ITS LARGEST o FDI I I I I I ALL COLUMNS) I I PROVIDED SPLIT KIT I I o O o o 0 OPENED P051TION. I I I I I I I I I I (n " FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F I I I I I I I ( I I w THE DOPENING, N I E AFTER OPERATION I I I I I I I ( I I 0 G\`t, U CR;, (THE OW CONTROL DEVICE E _U �� C, TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR I I I I I I I I I I T, QPENIN6 AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 BA5EM_ENT _ _ _ _ _ _ _ _ _ _ BASEMENT I w ,} e t < o UAREFEET. - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - IT — — — — — < T - - - - - - I - - - - - - - T T 4�4�-« L - - - - - - - - - - - --I-- - - - - - - L - - - - - - - L - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - -L - - - - - - -I - - - - - - - - - -� �xa. LEFT ENI ELEVATION . . -W 1/4 11 = II-on B2-5 JOB NUMBER UNIT 2 1 B 2016023 w SHEET NUMBER —Z - UNITS 21 (B- 2 ALT- 2 ) DUET CLUSTERB - 2 ALT- 2 MAGNOLIAZ B2 - 1ml & 22 (B- 2 ALT- 2 ) ELEVATIONS w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED T11-00 1_011 F_ 01 I� 2 HR 5EPERATION W WALL PER UL #336 LINE OF REAR CHEEKE 13'-0" 11-2 141-611 141-2" ll'-2" 13'-0 WALL a UNIT 22 �i ej — — — — — — — — o U ZOU A A cv di �' H 4--J :3 cn 1` ` 1 B2-5 211 62-5 ;w :�< ,I YAM% : " '. - ' ' f;� r ■r■•� U >_ �' ,r a" I II I I I II I I all { I II Z fU.. 12'-10" 10'-0" 4'-I I" 4-4 M.O. 5-3' 4-11 4'-41 M.O. 4'-11" I D-0" 12-10" x - rn O Q W C? i p ��' O O ,, U O m Lt UNEXGAV. o q ti ❑ Qj U Lor ti FDI q o o = -o o M ' `� UNEXGAV. o 411 P.G.SLAB WITH BERM I FDI , " N I0/10 W.W.M.OR FIBERMESH. - - - a :: FD, r MIN.3500 P51 GONG. � 4P.G.SLAB WITH 6x(?,,10/10 W.W.M.OR FIBERMESH. R" "t 811 HD I .. o ., 2 b MIN.3500 P51 GONG. N � HD ___ )- — �gx' EGRESS I I FD1 •� Z WINDOW r------- �. _ 2x12 FLOOR J015T5 �a yryi, w.h_ HD m EGRESS -1. - - -I -- -__- .-�tl_____ ti ---- - H _ r m m -- - - - s,=ti� = 1- I �Y�' O 211E 10° 4 ® I6"O.G. -- --- - LE=_ -- - _ .i I WINDOW „ ;, , I o 1- SLAB SEAT - - oi``{` "' �, \ o /all I O • ':' ° o o HD % _ ;;° 2x12 FLOOR JOISTS 4"WIDE JOIST J� - -� 2 II _. - -_ ® Ib"O.G. _ SEAT. T.O.SEAT LAB SEAT Z 0 o ELEV= (-)11-1 ' FDI II 12" P.G.FOUNDATION WALL - - \2 ` 411 WIDE JOI5T -- 11= __-' - _- �_ -_ 38'-4" LINE OF REAR 2 HR 5EPERATION PORCH UNIT 22 Z WALL PER UL#336 _ _ _ _ _ _ _ _ _ _ _ W E 6x6 P05T WITH — 10.0.- — — —U�)�g�. p� 10" SQUARE HB�6 PERMA I � � � 6x6 P.T.P.TN BG5 WITH-5#9 POST I CAST COLUMN #46382 W/ 10" SQUARE HBd6 PERMA U CL GAP ANCHOR d 51MP5oN I I I SQUARE FLAT GAP S BASE A A CAST COLUMN #4082 Wl N 0 U CAP A P05T BASE(TYP 141-211 (OR EQUAL) - CORNER 62-5 2" 62-5 SQUARE FLAT GAP $ BASE _ _ _ COLUMN TO BE PROVIDED (OR EQUAL) - CORNER —( 2xg�T,�I �� bxb P.T. POST WITH Z ^ 1 — — — — 51MP50N BG52-3/b P05T O / L_ ALL COLUMNS) I I I W/SPLIT KIT p I COLUMN TO BE PROVIDED 14'-2" 1 GAP ANCHOR d 51MP50N Hin = I I w o W/ SPLIT KIT I ABUbb P05T BASE(TYP = .pul j > 7 2'-( 13'-2" I� II'-0" 14'-b" 14'-2" II'-0" 13'-2" 1L 2'-0" -ALL GOLUMN5) ) p N} ALIGN TOP OF �o (2)3016 TIR p i ~ �) 1 Gmm PORGHD TRANSOMS o (2)3050 DH o Lu COVERED i I z v 2•) 'i Lip cx �� `�' ® 8'-0" HD HT - � PORCH = Z QI 61_111 61_11 �^ 5'-b" 5'-6" b'-10" 1'-8" I l'-4" b'-I D" 5'-b" 5'-b" 9 i 6'-11, b'-l" 1 a b = Wo N o I la la 2 a w o ❑ M 00 - "' (2) 3 Ib TR (2) 3 Ib TR N ALIGN TOP OF 1 �� Q U M (2) 3016, TR x� TRAN5OM5 n co 1 I HD L — — — J L —° — J HD 1 (2)3 50 DH FW-2 (2) 50'0 DH (2) 3C50 DH i '1016 TR N iq I ® 8'-0" DHT la ® 8'-O" HD HT la (2) 2X10 HDR ; -) Q ,- DI I N 6080 5L. L. DR W105 6 TR o DI N -1 r — 1 '-O" DHT � '; i HD L — — JL - - - _J HD I m I (2) 18 510 LIGHTS0I "' r - - - �r - - - � o e - IVA 4 L - - -�J - - - J HD gOI6TR i ROOF TRU55 GIRDER x ROOF TRU55 GIRDER e (2) 2X10 HDR 3016 6080 SL 6L. DR VV— o I o - - - C � 8'-b HD HT DI — — — — — — — — N -1L -� (2) 2X1 HDR r �r — — — -� m o —� (2) 18 IDELI6HT5 _ — ll'-O" CEILING -cf) \ N = 50 DH p HD e Mimi r �` BREAKFAST \\ // e D L — — — Lam— — — J _ - ROOF TRU55 GIRDER Q I _ _ _ ROO TRU55 GIRDER _ I I 1a 'f' O 5.25" II 1/8"LVL HDR :a AREA \ Iq I (2) 2X1 HDR o L J — —� — — — — — — U II'-0"CEILING � N BREAK`=AST - - - - - - - - - - - - m F b" 14'-0" 3'-0" 4'-2" 2'-0" 411 I 14'-0" 4' \ / HID H 2816 TR® I = I I \ / AREA z 5.25"x II 11b" L HDR J Z 2852 DH I 1 Q � 21 "G I I \r- - - - - - - - - -r � m 0 14'-O" I 2'-O" 4'-2" 3'-O" 14'-0" b" S'-O" HD HT L J N ;� DI I I 1 411 411 . c -1 2816 TR®m mo N I I 13'-0" TRA CEILING I I I " ,I o p O -- 1 MA5TER BEDROOM I 1 1 21 G I I 2852 DH m � I I 1 DI N L J 8'-0" HD HT= �. PRE-FAB II'-0"CEILING iL D J I m I ;fl I i " i N Z [� GREAT ROOM 1 I I 13 O TRAY CEILING % o FIRE LADE 1 o Z '° I MASTER EDROOM 1 I r Q�j V '� I 1 _ 1 I p II 11'-0" EILING PRE- AB �...� o II'-0" CEILING I I I 11 L-- '1 GREA ROOM FIREP AGE w TEMP 6L DRS I KITCHEN oo - I - o I RATS D HEARTH I I I I zo I I Il'-O"CEILING - - ENERGY I KITGHEN `� I TEMP 6 DR5 00 00 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF " \ O ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OWE o 2�_ 11 b" 16'-4" 4 b' b" 4" 3'4" 4 5'-0" 4 5'-0' I I I RAISED HEARTH 71 will CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION 2. ALL CONS RUC N L OMP WITH THE 2015 INTERNATIONAL DICTION a 2816 TR® I Q / \ / \ I ~ SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO N 2852 DH ( I N N rn 4 /5'-0" 4 5'-0" 4 3\4" 4" 6'- 4 I6'-4" 611 2'- � EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 8'-O" HD HT L _J X66 AILING 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND / _ �, 2816 TR® mPOSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. I2 10'-0" GEI IN6 — — — rn NN I 2852 DH N4-2" 2'-0" 4" 10'-0' b� 6-0" HD HT w O CERTIFICATE SHALL COMPLY WITH IRC N1101.14. pI ry b� X668 WIG r-W�GL-� 66- ,yb L J 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND ih PANT. LIN. �� 1-1 INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING I 10'-()" CEILING 12 SURFACES. I I I "' I I 10'�" GE`E`ING ICL 4"'-0 4'-2" 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE 1 1 � 0 11 11 � a 1z' L J I WILL I � 'lib /868 LIN. PANT. U SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE (3) 2816 TR i L J ° I m 4 W 6 6 D 4 o 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY (- -1 11'-0"CEILING m L (3)2852 DH J - o 0 22"X I Q SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 8'-0" HD HT I I I DINING AREA `r `r Z O 30"ATTIC I � a p ( � I I I ~ 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED 1 I ACCE55 WC o 411 D W 411 m L -� (3) 2816 TR® c ) HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL I L J x ( (2)2668 ® HATCH o o ro II'-O"GEILIN6 I I- -I I (3) 2852 DH Z v BE CONDUCTED BY AN APPROVED THIRD PARTY. 10" SQUARE HB4G PERMA (- N BIFOLDDOORS ®563 ,tc�b� 563 b� 10'-0" CEILING © WC z v DINING AREA I i a'-0" HD HT 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO o CA5T COLUMN #46382 W/ I I I I 66� �'0 MASTER EF I - I I I I A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS SQUARE FLAT GAP d BASE (2)2668 X L J U LESS THAN 3' IN DIAMETER. (OR EQUAL) - CORNER 1 I (3)2X6 21 611 �r BATHROOM DN 14R 10'-0"CEILING 563 r'�6 `� ® BIFOLD a? N F 10" SQUARE HB86 COLUMN TO BE PROVIDED L _ P05T pl p „ ' EF© 66 8 m 563 DOORS m I I PERMA CAST COLUMN o 6A DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE l_ 4" 3-IO 4 3-4 4' 10-4" 4" MASTER b`0 I I SEALED. W/SPLIT KIT N #46382 W/SQUARE o — — = BATHROOM`' 21 "c' 1 I — — — — — — DN 4R (3)2x6 FLAT GAP S BASE (OR B. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR HD a — — — — — — — _ �' o � �6 GL. -' I = p1 P05T I- J EQUAL) - CORNER LEAKAGE BY AN APPROVED THIRD PARTY. � 8 411 10'-4" 4" 3'-4" " 3'-10" 4" o Jt COLUMN TO BE 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. r SHWR PAN = — — — — — — — — - PROVIDED W/SPLIT KIT o Iq Xa'-0"50. o _ - - - - - - - 0 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F m w GOVERFD I GL. DEGREES OR <55F DEGREES SHALL BE INSULATED 5016 TR DI Iii I PORG�I II o NOTE "5 WITH R-3 MINIMUM. 3080 EXT INSUL DR � - 1 I I 1 SHNR PAN TUB ° -O 8'-O" 0 r , - 10 I 1 1 d) 1z II'-O"CEILING (4) 2xb POST I TEMP. 6LA55 xCX a'-0 50. '' �' ti ti FOYER 286 INSUL DR- I PTN ON 2X4 I GmVERED la 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE r (2) 12 51-411 I 1 N 45 IN.FIRE I I KNEE WALL - - NOTE 'S': p I I I m Q N N N M ti `r° N ri IRC/IMC SIDELIGHTS RAI I^V SELF I I 0 i ORGH i- �' 5016 TR = N I � � � II'-O"CEILING= = I 1 � � CV (V to ('d to m 1 = x �- 3080 EXT INSUL DR 1Z " I I GLp N6 DEVICE I I TEMP. GLASS i l 4) 2x6 P05T 2868 IN50LI R- J x I I 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD cn 2 3-4" 6' 10'-O" 411 3'-4" b -' I 1 1 PTN ON 2X4 1 45 MIN.FI FOYER 1 I 5.41 W/(2) 12" r CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS bxb P.T.P05T WITH 602 (4) 6 P05T I I I I1 51DELIGHT5 RATER. SIMP50N BG52-3/b P05T ; HD _ ' I ROOF TRU55 GIRDER II KNEE WALL I 1 CLOSING LOSIIN DRATED W� 1GE = 1 1 a- 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES GAP ANCHOR d 51MPSON - - - - - - ---�- - - �� - - 111 1 b" 31_4" 4" IO'-O" I 611 1 -4" m ABU66 P05T BASE(TYP I I `97p 1 MUST HAVE HIGH-EFFICIENCY LAMPS. _ - I I III (4)2x61 1O5T CA2 6x6 P.T.POST WITH n -ALL COLUMNS) o L V ® 1 I 1 I HD 51MP50N BG52-3/6 POST g z 14.AI1 HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC m la WC 563 TW GAR 6ARA6E 1 I _ _ DOF TRUSS GIRDER .�__ _ _ _ _ _ - - GAP ANCHOR d SIMP50N g CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND r - 11 INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE DI © 1z -1 GL. * 4"P. 15LA13(MIN.3500 P51 GONG.) 111 I 1 ( ABUbb POST BASE(TYP z z z 0 z z N a RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE 3030 AWN 6. 8'-6" EF 4" � 4'-b 4" 3-4„ 611 o REINF' GED WITH bxb,10/10 W.WM. I I 1I I 1 `r ® L V o -ALL GOLUMNS� 0 0 0 P O O Z t] w DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE ® 8'-O" HD HT 8 5Lo GARAGE SLAB DOWN 2" - WC la cn 0 > 0 a ¢ u~i m 10-0 GEILIN6 vg TOWA� 5 GARAGE DOOR I I I TWO GAR GAR bE 56 _ w w w W w w N J MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, BATH #2 8 * "TY 'X"GYP BD ON 6ARA6E -p III 5 111 '4"P.G.SLAB(MIN.3500 P51 NG.) GL © DI w m v EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IIF m WALL GEILIN6 N I REINFORCED WITH bxb,10/10 W IM. b" 3'_4" 411 47 4'-b� 4" EF 8'-6" 6" 3030 AWN REQUIRED BY THE OWNER OR BUILDING DEPARTMENT, e * "TY "X"GYP BD ON INT OF LIVING p I I I FW-2 I I 1 *SLOPE 6ARA6E SLAB DOWN " Ir COlil a = 5PAG� MMON WALL5 TO GARAGE �(I= I O TOWARDS GARAGE DOOR I ( p�� 10'-D"GEILIN6 ® 8-O HD HT N 15.ADDmONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IEC;C HD , bb - V I I * "TYPE'X"GYP BD ON GAR I: TO m o 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED O III ® u_I11�u I WALL5 a GEILING1 BATH #2 m N TO COMPLY WITH THIS CODE. Ia X68 ®SD z I 1 0 iv1 100 p * °TYPE "X"GYP BD ON INT 04 MNG 0 B `v DI G� SII NII B I 1=; 'z 5PAGE COMMON WALL5 TO 5 GEcz Xft/ 66 HD 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR B2_5 u, N 1 x I 62-5 = 11 __j ® 11 = 8 L EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WIITH "' 0`�� b"(R-21) BATTS NII` N m�ll I of I= U I o SD® 0°� SECTION N1103 CONTROL SYSTEMS. I I z IN _ I z 1 is Z 11'- " CEILING m I B 2 I x I_'- o GL. B W C) 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED ,AND BEDROOM #2 ' I 1 DORMER WALLS 1 1 B2-5 I^ _x I N �, DI 82-5 INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD e la ABOVE FW-2 II m c� II- IL v I II II 6" (R-21) BAITS 6 � � OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO, HD ' 1 I la N = e _ b" Dl 1 1 411 1 I 1^ `� II'-0"GEIL N6 0 °}° INSTALLING INTERIOR GYPSUM WALL BOARD. Q 2'-6" b 12'-0" I 18-011 I DORMER WALLS 1'' a� � W o ABOVE i I 1 la BEDROOM #2 0 w w N I 16010 OH DR 1 411 DI I11 631 611 12'-0" b" 249" D p z m o 0 - _ _ — _ _ — _ - - a I I I I 1 1 `" cr r- HD 5 1/4"x 16"LVL HDR HO I I N 4 2015 IRG- 0242-1.8 (503.8) o - I 1 16010 OH DR I - 0 O VENTING SYSTEM TERMINATION LOCATION: 0/21 O THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF la DI N = — _ — — —— — —_ — v HD - 5 1/4"x 16" LVL HDR '- 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST DI _ o Q D/2I 9 HD , ❑ 6" FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN (2)2X10 HDR cv D/21 �T ' APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT 0 0 I DI 631 o w OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A a INCH HID r — — — r — — — 1 HD �* � VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT Q ` 1 E OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT N L — — — J L — — — J (2) 2X10 HDR I t� m TERMINATION CLEARANCE. THE BOTTOM OF THE VENT TERMINAL AND — — — — — — — — — — — — N 111 _ _ _ _ _ _ 0 z z w THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. la HD J r 71 Z v (2)301 TR D) A I A L — — (2) 16 TR — J LINE OF FRONT WALL® (2)30$0 DH 41. DI ®(8)-0' D 5050 DT DI W 0Ll 62-5 B2-5 � ' I-o ^y BEDROOM #2 UNIT 21 � 8'-0 HD HT FW, " 2015 IRG- R312.2.1 6'-b" b'-b' 16'-0"R.O. 1'-4"' 1'-4" 16'-0 R.O. 11-011 b'-6" b'-b" Gw" c"` IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE 2-0 2'-6' 2-b 13-D IS-4 18-8' 13'-D' 21-611 2-b 2'-O' Q `' ,�e� � l WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHEDr{ eav 1 " I 1 11 I " 1 " 1 I I I II I tt11P �^ FLOOR AND GREATER THAN 12" ABOVE THE FIN15HED GRADE OR �f�• m -1 OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THEY OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 38'-4" 381-8" ' OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 810 PA55 THROUGH THE OPENING IN 1T5 LAR6,E5T OPENED POSITION. 2" FLOOR PLAN FLOOR PLAN ' FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2040 UNIT 2 2 � 2 HR SEPERATION UNIT 21 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO WALL PER UL#336 RELEASE THE CONTROL DEVIGE ALLOWING THE WINDOW TO FULLY 1/4 =1 -0 LIVING AREA= 1,5'1'1 5Q. FT. 1/4 =1 -0 LIVING AREA::: 159Q SQ. FT. JOB NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE B-2 ALT-2 (MAGNOLIA) B-2 ALT-2 (MAGNOLIA) f w1NDow uN1r ro LE55 THAN 5.1 SQUARE FEET. GARAGE AREA= 377 5Q. FT. GARAGE AREA= 37� SQ. FT. 2016023 COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 250 50. FT. . LTJ ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "511° EF =EXHAUST FAN: GENERAL CONTRAGTORS AND SUBCONTRACTORS TO REVIEW THESE U) SHEET NUMBER NOTE R: AND TWO-FAMILY DWELLIN65,TOWNHOUSES STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTIONS: 50 GFM INTERMITTENT OR NOTE "V": GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARGHITEGT AND UNIT 2 2 UNIT 21 DUET CLUSTER = PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 GFM GONTINUOU5 «ALL DRYERS TO BE VENTED REPORT ANY AND ALL DISCREPANCIES INGROM A ANY DIMENSIONAL z NOTE: APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT TO OUTSIDE AIR PER CODE ALL WINDOWS SHALL BE TRUSSES W/ 12 MIN. HEEL BUILDINGS(600005 d GD-0P5)AND UNITS REPORT ANY'015GREPENGIE5 " GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE MEASURES B2 � 3 HEI N.O.N.) @ 24" O.G. OFFERED FOR SALE, IN THE IMMEDIATE TOGETHER W1 I/2 BOLTS 2 -0 O.G. 2 MIN 602 CARBON MONOXIDE ALL WASHER TO BE B- 2 AALT 2 FLOOR PLAN ANDERSEN 200 SERIES O = TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND GONFLIGTS TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMEN510N5 SHALL GLAZING ARGHITEGT PRIOR TO STAIR FROM TOP B BOTTOM, 6 MIN. 4 FROM ENDS I w II DESIGNED BY TRU55 ENGINEER FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. ®Sp SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH z `.i.+ INSTALL ICE WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO Z MANUFACTURER'S TER5PESHIELD PERON5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 6x6 P.T.POST WITH W WARRANTY AS THE ROOF FRAMING MEMBERS. - 51MP50N BG52-3/6 P05T E PRODUCT WA /—CAP = O ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING � o ANCHOR d SIMPSON I6'-2"GABLE WIDTH "• NOTE• ABU66 P05T BASE (TYP LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN bxb P.T.P05T WITH O � � APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR, ROOF DECK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING -- - -- - -- --- ALL COLUMNS) A A Z C..J L AND MEMBRANE ARE AT TEMPERATURES OF 40°F (50G) OR HIGHER. _ _ _ y 5IMP50N BG52-3/6 P05T GAP ANCHOR b SIMP50N o O P CODE. -_D.o - - -. 2x8 P:T.-GIRDER- I AB)66 P05T BASE(TYP � u) ',-t PRE-ENGINEERED ROOF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE TRU55ES PER TRU55 MANUF ll'-O" PL HT. II'-0" PL HT. I - ALL COLUMNS) U STRESS DESIGN: I ----1 - -- - -_ -- --�--- ------ -_�- � ■r■1 � Q o�- p (EQUATION 16-8) � 12 12 � -(3)2X8 P.T-,61RDtP-� D.Q.--- H � N2z _ EQUATION 16-9 I_0 `� ci I 0 �k 2 HR 5EPERATION 11'-0" PL HT. ' V Q` _ 'i'n SIMP50H 5TRONG-TIE D + L I ) OH I I OH. I 11'-0" PL HT. OZ L X v' a M MT5 STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) WALL PER UL #336 NO R °4 SEE DETAIL I/FW-2 G 12 12 G I U = t v, CONTINUOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) �� HATCHED AREA INDICATES I I-0 I-0 ❑ r• w TOP OF TRU55 HEEL D + 0.75 (.6W) + 0,75 S (EQUATION 16-13) Q u,I LOCATION OF FIRE RATED ROOF OR LL, I OH. U ce � n/N d WALL SHEATHING,4'-0" FROM QI I MLL HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = iX NO "R" U `v lel LOAD DUE TO WIND PRESSURE. WIND LOADINGS ~ N HATCHED AREA INDICATES �� ACTUAL HEEL HEIGHTS I O = LOCATION OF FIRE RATED ROOF GS SAL 0.I I o o- BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 `-'i Im = o Xd WALL SHEATHING,4'-0" FROM OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND N II'-O" PL HT. I x, I iu SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I L - - - - - - - EXPOSURE CATEGORY B. m' - _�-- " _-_ -- --- . OH. ALIGN FA5GIA5 - o x I2 II O PL HT. N 4 _ I� VARIE5 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE ' NOTE 'R' _ // / FRAME I'-o" I- - - - -(- - O 1 _ FOLLOWING DESIGN LOADS. 11I / OH. ALIGN FASCIAS OH. r -- -�_— - -�]_ ___ i - - _= Ili=-=-- �/ / - TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND _ _ ROOF TRU55 GIRDER _ _ _ 1i _ ROOF TRU55 GIRDER / ''ii NO E "R" ~ LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD ;1 I 0 _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL - 15 _ _ _ - � ROOF TRU55 GIRDER I GUTTER PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE - _ _ / j/ /j/ r �' %' ' _ _ _ _ _ _ _ ROOF TRU55 GIRDER _ ~ 2 s- - , ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE - _ � =-� // // ,_j.':,,_, ,'_ .I�-_= = i -----=-� _____. ___ __ Z NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. / _- _ / / / y / ' , 8"FASCIA BD B I-� z 12 - - -- - TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD III -I Q ' ;//j//j1Ir H T�` i j/� 'LOW/:'� :� -- - ---� 12 z O DEFLECTION OF THE LESSER OF L/360 OR .75". / / Ln I, 12 �- -; / // / y TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO it q I- o v ///// 1 ///// ,'' q I O 1 C� VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL 12 ❑ INCLUDE THE FOLLOWING INFORMATION: -� J I 1�G Q q Q� INT.BEARI 16 TRAY GEIL. // / / cz 1. DEPTH SLOPE (IF ANY), SPAN, AND SPACING. /// //� Y "/' SS �- -� WALL BELOW I L=-- --- `n r 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. b" ///' � LEADER TO DRYWELL- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. oH• I ;/j//j// �/% !% TRAY GEIL. r� INT.BEARING t�`� I -� - ® 1 //// // /' / / / WALL BELOW `.- - -11 4.2. TOP CHORD DEAD LOAD. __"_ 4.3. BOTTOM CHORD LIVE LOAD. _ I 6 4.4. BOTTOM CHORD DEAD LOAD. I /// // /, Q 4.5. CONCENTRATED LOADS AND THEIR POINTS OF �I APPLICATION. - -' % N� -- ---- -- �i/j i% r /' j ' ii- - ! 4.6. CONTROLLING WIND LOADS. 1 FLUSH ROOFS - - / / / /"/ !". ?� -t lI_ W 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DETAIL DESIGN VALUES FOR CONDITIONS OF USE. -I FLUSH ROOFS 6. EACH REACTION FORCE AND DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, GSS /� '� `2, . ' '! ' ,j/, /. ';; ` - -- ❑ W O NOT TO SCALE - --� - - - - ,/moi B2 -4 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION y _ OF EACH JOINT CONNECTOR EXCEPT WHERE 1 ' �- i/ / / / / �Q _ --- - SYMMETRICALLY // %/✓ / f //, ; - - ---- -- F LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 C--- ----- - - - TAUS RIDGE \ 4 NOTE: GA MIN THICKNESS GRADE A GALVANIZED STEEL p z° \ /NO�NTIN6j1ffiIN6 INSTALL HALF OF a ', / W/V T GSI � // / / ..::�%/ ---- FASTENERS ® EAGH `o PLATES. -- - . , , END OF STRAP a 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH s� /�/// '%' ;' " I '/ TRU55�RIDGE -� Q p I- d' ' TRUU RIDGE W/VENT zo o MEMBER. /' ,// // r (VENT cn ° 9. CONNECTION REQUIREMENTS FOR TRUSS TO I _ - _12 _ _ ; _ r , GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD a - z ' Y '/'`-'%/! '� -�J - Z SPLICES. _ i� /, ,/ ;,/ ®® /- �j ! j I / ` /% I TRUSS RIDGE W/ ENT rLu ®® 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. L - �,._s� / / /, ' ;• _ L_ -_ _ _ 12 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS II-0 PL HT. - � - / / ,3 - - __ - ° a - U MEMBERS. / %� ZZ- 11. % s ° ° 12. REQUIRED PERMANENT TRUSS MEMBER BRACING / �' ' SW50N STRax� � // /// �`, / 'Y� II'-0" PL HT. � ° ° ° -TIE Ne LOCATIONS. /� CARRY ICE 8 WATER SHIELD //// // /� '�✓// —�_ ' u FOR MIN OF 3'-0" ALL 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH "I OH. I (3) 2X6 P05T - �IRECTION5-@JNt'TER5E(TION ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND L� - OF METAL d R PHALT ROOFING // / MANUFACTURE OF METAL-PLATE-CONNECTED WOOD _ // //.� H H//l j ,, CARRY ICE Q WATER SHIELd\ SS I'-0" SIMf'SON STRONG TIEFOR MIN I I - j/ 'I ' , / // /i' DREG IONS�� t�ERSEG ALL (3) 2X6 P05T MT55TRAPPIN6 14-IOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY PROVIDE ICE (DATER5HIELD -. 1, / �� j �% oH. TRUSSES SHALL COMPLY WITH ANSI TPI 1. THE TRUSS _ __ I / ON ENTIRE DORM ROOF FOR OF METAL d A HALT ROOFING (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF - ��, \NEW YORK. 1 12 I -- SHALLOW PITCH r� r� r� n w ti r 00 * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, PROVIDE 16F d HATER SHIELD N � M � <o ON ENTIRE D MER ROOF FOR S Q �' `'' OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND Q. / - --"- - L -I - o N N ri vi �o U5E IN COMBINATION ONLY DETAIL 2 - Q __ r I! HALLOW PITCH RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. � � -�- ? 12 � i! N STUD) A���;� C * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I� / �� ---- --{ I' l_ i I jIi j j%/�i% i ! ;- f;__~_IL __ _- -_-- _ - __ -711 THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT �I J _ f� 1 II I� �! ( // / • _ ROOF BREAK _ , J T SCALE i/ _ _NOT O S _ I, / N / DO NOT ALIGN MEMBERS CLAMPED IN RIGID FIXTURES DURING �' �`•x" �_ � 'P WOOD - T N INC 5 AM FO / TO INSURE TIGHT FITTING JOINTS. 4 ASSEMBLYi J / ; METAL R�O� / / �' U1 PROPER / / IN INSTALLED PLUMB IN THEI :�;-:,�::•u:-•::-a TRUSSES SHALL BE Sbxb P.T.POST WITH � � - I �/// / '1 ,// i. "•�`_. ..••- -.... __ ____ _ _ ti m DRAWINGS. - 1 / _ I NTATION AND SPACING SHOWN ON TRUSS D 51MPSON BG52 3/6 ORE I. 5T N INC SEAM __ � - I � to � T AP ANCHOR 3 _ _ ___-I 1-_ / / / , / - ( a P05 G 1--ROOF-TRU55-6 � / / AND ...:-•j.«.:::.K:::�r•�:. CONTRACTOR IS RESPONSIBLE FOR THE MEANS ER 00 TRU 5 GIf�DER� / ;/ THE CO r- --- ROOF TRU556 _ _ _ _ a••- - � 1 a _ _ _ - - - vi cn cn 'j. E L 00 -- — i z _ _ / TIN THE TRUSSES. THE CONTRACTOR 51MPSON ABJ66 t ,_ _J _ -- -- - -� i /% '� i X/ // , ; �.M��,��:.; . �«�„-;;;;;vim�::�-.. � - I I~ bxb P.T. POST WITH z z z o z z N � METHODS OF ERECTING J �[- _ _ I % / / , / r �. ,:. x_ -- i o 0 0 0 o z w P /- / , _ OST BASE TY � �_._I URE THAT ADEQUATE BRACING HAS BEEN - _ --- ----- - "�'="�''•' ="'�'` u, u-, u, u, SHALL ENS Q _ � , / i ,; , // �; r,�.p.,, ,.,:.a � SIMPSON BGS2 3/b ¢ � g Q ALL COLUMNS) v / / // 1 //', /. DESIGNED AND INSTALLED TO PREVENT ROTATION AND r r '/' u ="' "'"' - "' " "`�'°""" "` // /. -- F TRU55 61RDER1 L___ ___ _ P05T GAP ANCHOR d > > > w > L N AI /� w w w w � L- --- - SIM AB)66 w VI LATERAL STABILITY IN ACCORDANCE WITH � �� I /! /i""� ��.x�:w: `w%�x�:•:•��s.�=' -a::-s:.�:� :::~:���: �' - ! / / i / :•z1»Via:.»��:« �.::::;.::.::;::'�' `•:'-`.. - -- - -- POST BASE TYP - / /. SUCH AS THE SBCA .:�;==w�w.�•�=:--.-�:�M�.�.-µ.�;::.s-:��;�;�-. - - - � - ACCEPTED INDUSTRY PRACTICES OH. / / , / , .:.... - 1 o NOTE"R J / //' // // -: » :;_::: :; _ ALCOLUMNS) L IDEHALL ABOVE I / / / o 5 BUILDING COMPONENT SAFETY INFORMATION (BCSO GUIDE `• ___ it ! / // //. ', ', ------- LONER / // ��:. - - -- J ROOF � - i D PRACTICE FOR HANDLING INSTALLING & � / `-•• "�`'" '`� TO G00 I � I t / I�. I=;,�:��;. =«•T;:•u r BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. _ � \ I 1 I �//' /' ' >!/// ^;, -•�.•::::.:H:::::. _ %> G N "R N I i II I / J s APPROPRIATE CONNECTOR AT BEARING POINTS PROVIDE A q I / I in / / I A SHOWN / 0 RESIST UPLIFT LOADS u� I ', -, AL ROOF TRUSSES T RE -, OF L '; II / ROOF r / HR FIREWA BELOW 2 LL / - I J 4 r R00 NOT INTERSECTING f - E: / I F / / / RAWINGS. � � ' / � II 0 PL HT. TRUSS D � _'�� ,..�...,.... ON ND R IDE OF V 12 ARRY TO U E 5 HINGLES AT I * r � uu I / �' cv / /' `;;r.... . ..•�s��,:��:�;e:;:::�•:,:w..,....._,. cv WEAVE ROOF 5 TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, _ I ++ / / �, - fT ---.. _ - I- HIGHEST ROOF SHEATHING = �. I- ! / ::;�.•_,::: •:.,,�4::,r,•M, --� - 0 0 IDN OVER ICE SHIELD I �� � � _-- INTERSECT I SPLICED OR OTHERWISE ALTERED IN ANY WAY / /' W 0E / I I - J II / � MEMBRANE - CARRY MEMBRANE MIN. 24 l VA OF A REGISTERED DESIGN _ 1 rn �, I '/ // � /! ., �� '/ .:;��:�� ,�;��:;�. :.:;Y; „�:«�;:;;r�::=;:;• � r v� ff , I � WITHOUT THE APPROVAL I I II // , // �/,(,/, � �°=� �;:-•�,..,.,....,. I �r I I-0 PL HT. / / / , /.' r:.: ..w:, -w:, : . w :: r . v� OUT IN ALL DIRECTIONS OF I I B2-5 z - ::. ., ~° J L2_PROFESSIONAL. I-o /// /// I'1//,;/, ,,/ T:• _ \ INTERSECTION I - * I FOR THE MEANS OR I I ///' // r//+ o//. �.:= . ; " • ':r:a ;;:.:°,ww. o / o THE CONTRACTOR IS RESPONSIBLE ,. / // /- z " M ; ;W�-• ywµw..;,;:,.; Z NOTE R I g o AND METHODS OF ERECTING THE TRUSSES. THE I . / / /, ;..;-,; „ Y / - z / i; I I I II � / / �1 /, II 0 PL HT. 2-5 I I I- i r ,i / 'i � �, B �, w - I , HALL ENSURE THAT ADEQUATE TEMPORARY I 0 W CONTRACTORS Q z I / I ITHE OH. o LH W BRACING HAS BEEN DESIGNED AND INSTALLED FOR -„� �a•;.- -- I2 I o W-aINSTILLATION OF THE TRUSSES. 1 % // Al / / =' .. - .'a: _ Z I '/ ��: �'� -�'�°° i I1 ROOF TRU55 8 9 L cz cn N I I ABOVE FLOOR / _ I w W v OH / I I I Ul � j II I II �; 6” //� �/, /1" � i %i , w' :�'r;�� :ar•k::..:.�:w�,,.;;„., •.:.ti�a,;,.;.:ril;;r.. .,.�;::r..:c:a•a•xew::a• I Z Q I •- F- ^� _/_ / r i / ^tet;;^.».a i. :.r: HIP RAFTER _ --I --- - _II / w - �` / b ❑ art=�� I � rte: :.�:'. > - - �. 8 9 PL HT. P HIP / I IMP50N HG 5 SEE PLAN / OH _ OH IH / _ I I CORNER TIE _ / // � � ABOVE FLOOR = NO R.. - o - -- -.� c) 0 51DEWALL ABOVE LOWER Ie FRAM 1 6 13'-8"DORMER PL HT I ROOF II'-0" PL H , oH. // 0 2 off o _Z_ I'-0" ABOVE 15T FLOOR I / N _ o o NO R" z o - - f = - -- _ - oH. 11'-0" PL HT. 13'-e" DORMER PL HT II O" PL HT. U o o m FALSE DORMER TO BE I ! I v __j ABOVE 15T FLOOR I'-0' �- -- --- - - ---=-.J U) _ BUILT OVER LOWER ROOF Q o oo [ OH. L �- - - w _ G SEE DORMER PLAN AT S FALSE DORMER TO BE ° II'-O" PL HT. �liG OBER;,� 'Q q_O BUILT OVER LOWER ROOF GABLE END DETAIL G'-0" FRONT GARAGE o _ o Q WALL PL HT. ABOVE FIRS FLOOR 4" 4'-10" g'-4.. 5._2.. FW 5'_2� g'_4" 4'-10" w tm� L C_f q'-D" W ` GABLE END DETAIL 7 ROOF WEAVE DETAIL EXTERIOR WA�� 4 UNIT' 22 2 A A UNIT 21 � °� \ 10 3 �. AREA OF ONE ROOF 82-5 I 82-5 ❑ O TOP fi��AT� x-41� ' SEW Y BUILT OVER ANOTHER DETAIL NOT TO SCALE B-2 ALT-2 (MAGNOLIA) B-2 ALT-2 (MAGNOLIA B2 -4 CONNECTION B2 -41 JOB NUMBER 2016023 GUTTERS & LEADERS NOTE R: ALL 6UTTER5 4 LEADERS SHALL BE BAKED WHITE ALUMINUM .032" INSTALL ICE AND NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 2 2 UNIT 21 DUET CLUSTER Q SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL WATER SHIELD PER PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRU55ES W/ 12" MIN. HEEL ROOF PLAN = RELATED 4 REQUIRED AGGE55ORIE5. LEADERS 5HALL BE MIN. MANUFACTURE'S ROOF TRUSSES @ 24" O.G. ROOF TRU55ES @ 24" O.G. HEIGHTS (U.O.N.) @ 24" O.G. PLAN. 2"x3", .027" GAUGE W/ GLIPS S ANCHORS. CAULK 4 SEAL ALL SPECIFICATIONS TO DESIGNED BY TRU55 ENGINEER DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 1/4"=1'-0" (B- 2 ALT- 2 ) B- 2 ALT- 2 ) ROOFc -- �� MAINTAIN PRODUCT ` �JOINTS. PITCH 6UTTER5 MIN. I/8 /FT. PROVIDE P.V.G. RECEPTORS ENGINEER WARRANT w 8" ABOVE GRADE TO RECEIVE LEADERS ( LOSED GAP DESIGN). C COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I. - OPTION#1 GODS SECTION 10(o.6-EXCEPTION 4: 48" MIN 48" MIN U) DESIGN N®v U 3 3 6 FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 SECURE ROOF SHEATHING TO G- RUNNER TRACK z W 5HEATHING IF FIRE RETARDANT TREATED GODE 5EGTION 106.6-EXGEPTION 4: WALL RATING _ 2 HR. SHEATHING 15 INSTALLED FOR A DISTANCE OF FIREWALL5 MAY TERMINATE AT THE 2"G- RUNNER TRAGK2" -CAULK FOR OPTION#I W E 4'-0"ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED SMOKE TIGHT JOINT OVER � FINISH RATING 120 MIN. SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLASHINGU STC RATING - �� (SEE ATF 7) 48" 48" PROTECTED WITH 5/8"TYPE "X" OPTION#2 Q �� C) 6 GYPSUM BOARD DIRECTLY BENEATH SECURE WALL SHEATHING TO G-RUNNER TRACK TYPICAL ROOFING Z a)—Ex s THE UNDERSIDE OF ROOF 5HEATHING ^ ` � � AND 15 SUPPORTED BY 2" LED6ER5 ROOF TRU55 `Js/ L o a, M ATTACHED TO THE SIDES OF ROOF ~ FRAMING FOR A MINIMUM OF Z) U > D15TANGE OF 4'-0" ON BOTH SIDES o �'-•� :'~� .•~� RAKE BOARD -TYP � '�o 2 H STUD TRACK AN OPTION #2 „C ,n N Z_ OF FIREWALL ALLOW NO OPENINGS IN :n �, f. . G U K FOR SMOKE TI HROOF HITHIN -----------T T---- U - �' •' B ROOF OF FIRENALLP G SIDING L L JOINT T OVER x ' J TX O Q in:6 - EACH SIDE MINIMUM GLA55 '?c ch e"""""' """ """' _ ""'""""""""""""""""""""' 2 STUDS CONTINUED TO UNDERSIDE ROOF T U55E5® 24 O.G. SHINGLE TO BE STALLED HIDDEN METAL FLASHING: U w m 4 . ............... OF �_'.. .._.__.._............._�T i__m_uu.un ::: __ O ROOF SHEATHING 12"VERTICALLY S 12" HORIZONTALLY I = �' 0 1. �_ . ......__ ❑ U c„s o0 .. .......... . .. _-- ..... . . , ----- _..y gra.+ I AI SPACE EA. SID OPTION#I 2x4 LEDGER W/ j : i = OPT.#2(TYP,) - -- 2x2"x y LONG ;.. 2 .:..........-. . ___........ .. .. .. ....... .. ;�, `+i. ..J • .._ ..�..,___,...�....._...__3 OPTION#2 g 2 a .063 U56 ALUMINUM INSTALL �"TREATED PLYWOOD SHTG `� BREAKAWAY CLIPS ................. �� Ar. FOR MIN 48"OUT, IF LOWER ROOF 15 ?,) ', GYP. BD. OR MINERAL LE55 THAN 30' BELOW H16HER ROOF SHEATHING F TRUS WOOL FIRE BLOCK I SECURE ROOF � CONFIGURATION A 3 ►/2 (R-13) fMTT ASW CLIPS OR .063 USCI TYPICAL ROOFING _ 063 USG ALUMINUM F:kPOS I:T)T ?�'� �: Ff�( ?;� ,�Tti A 4 .p. tt�% 'IC�N. '��r..t: >�-ij. ' ALUM ANGLE CLIPS X X�-----------�X ,x\ X�----------- BREAKAWAY CLIPS O ---..._...,....,•.----• w ----..........__.........__._.._..- - AIR SPACE 0 <r-may r}�� ,'♦•, 4 1. ,- 4� DOUBLE H-STUD TRACK i"AIR SPACE ' 1" AIR SPACE U _ SGREWED BAGK TO BAGK ti + (2) PIECES G.P.TOU6HRQGK I" FIREGUARD F- t r �� t <---+ _ FILL 1/2 GYP. BD r..www,:i -.�ww�wwwwwwwwwww__ wwww_=._d_w___wrA. ----.....�> .?..•---'�-w---www_N....,♦,♦,.:,v...................: BAGK TO BAGK T� BOARDS W/F BER61-5�FIN15H ON BOTHZ GK SGREWED CEILING W/G AT FLOORS AND % .... .-.. - GYP. BOARD OR MINERAL CAVITY 51DE5 AND EDGES I 1 O WOOL FIRE BLOCKING ' !/:�, 'i �= ,; �,, ,�•. .�`ti�!r, e:.� r' Y�.'M1 ;4 ,i, 1.. AIR SPACE � I U .................................. 4 _..,.............. ..... l� ... + ,..,. `..� r_... ' r". .. ... : .................................___ ...... _. ....... " 'r .. :...... ...........__..._._ OUG 2 H-STUD TRACK W Ln ` ,.�_ 3�... (2) PIECES 6 P T HROGK I 1 �r \ I ` ..:-- ......._............... ............ FIREGUARD TYPE X" 5HAFTLINER, / �\ �•.•�. },�. • , • •,nom.......,__-_- ' .`, ry �_•_•__`•♦ ( O WATER PROOF BOARDS W/ m 2x4 P.T. SILL PLATE \ Z +r:�j ;_... FIBERGLASS FINISH ON BOTH SIDES / — _ _ _ __- > ..•....----..,....r:\�o'. �.er ..,.......—._._......,.. c......,..,...,.,.1 AND EDGES = ❑ :,... ..+�. .,,... ..—_..... f=1R5T FLOOR �.....,.---...... }: 'r?: SPACE'i ` \� ...r *,ate , \` X \ r T 1 7 AIR • T$6 OSB m 5UBFLOOR - GLUED �. SGREWED - RUN RIM J015T PER FLR J015T MANUF. OPTION#1 CODE SECTION 106.(o-EXCEPTION 4: Z CONTINUOUS BETWEEN JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 H/ �_, ROOF TRUSS CONFIGURATION E� PLATES AT EXTERIOR GYP.BOARD OR MINERAL WOOL FIRE � � FIREWALL MAY TERMINATE AT WALL (2) 2x4 P.T. SILL PLATE r UNDERSIDE ROOF 5HEATHING IF FIRE .::: BLOCKING 1:X11 �SFED;TO ['�U' T•:}�f;}%I DTHE'R SI� ' . BREAKAWAYUGLIPS INSTALLED FORA DIDSTAN ETHIC 415 063 US, - G 0 '-0" .� 3:411 31 ' (R-13) CLOSED CELL SPRAY FOAM INSUL n + BOTH SIDES OF FIREWALL AIR Sf1ACEE �^ w~ �: ;�' AIR. S�rkCr_ .-c � ALONG INSIDE FACE OF FND.WALLS-FULL HT d = 5° S ANGN R BOLTS (14" LONG ON BO T •.•--� r- " [�; F."1C; r. 3 HOOK,8 MIN EMBEDMENT) OR W i OR DRAPED BLANKET INSULATION ° 1Z I OPTION#2 ' OR 3"X3"Xa" - - : , • --<- •• -�, -s ^r.,,��r•• - N CODE SECT ON lObb EXCEPTION 4 _ ,';1 +. : j;' ';'';t,!'•` 1° fJ %; I WA5HE PL o 24" OIG. FIREWALLSIMAY TERMINATE AT THE UNDERSIDE OF ROOF a ,,ti:-: ADHE5IV � Rm � ' (I) #4 HORIZ.REBAR d i/%;�,, rl+> ,gipp ! ''.. 4, •, y \ \ti A. l a � II� NON-RATED SHEATHING PROVIDED THE ROOF 15 PROTEGTED WITH ❑ T `' ` '1 ;' {;.a ; �•' � (I) #4 HORIZ. REBAR® MID �J 5/8 TYPE X GYPSUM BOARD DIRECTLY BENEATH THE UNPER51DE 1"•� BA5EMENT 2 HR FIREWALL SEPERATION DETAIL 4 `1 Y 2" LE06ER5 HEIGHT OF WALL STORY "' ATTACHED TO HE SIDES F ROOF FRAMOF ROOF SHEATHING AND 15 SUPPORTED NG FOR A MINIMUM OF ?/ •f' ; �� ,�. w t'= ";�. ; ,' r d N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 DISTANCE OF 4'-0" ON BOTH SIDES OF FIREWALL.ALLOW NO j' 12" FOUNDATION WALL ON 24"A2" L OPENINGS IN ROOF WITHIN 4'-0" OF FIREWALL EACH SIDE.MINIMUM • sr. P16AL BASEMENT SLAB U P.G. FOOTING * CLASS B ROOF SHINGLE TO BE INSTALLED. 4"P.G.5LAB(MIN.2500 P51 5TG R,�T I NC .�, ,'}• 1. , �"�, ° d GONG) �' ? ~•'[ t-' =�a? -rr•J- ;' �.�..._.. =�� ° * .006 MIL.POILYETHELENE H _ - ( IRE RESISTANT $ '" U56 BROCHURE 5A100 F �.., d VAPOR BARRIER OPTION#I Q 1 ` f ' .........'!" � �" j ' ° rii * A55EMBLIE5) CODE SECTION 706.6-EXCEPTION 4: `ti • , f , �-"`-a•� ,; 4'v\ Y/' ,�/�: ; �,s` TAMP d FILL TO 95�DENSITY (j ' ` r ! r ° PAGE 22 (AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF ( , OPTION 2 Z I•,'♦, 'ti; -. it'•5 ti`. t ',`y �"''` r ^ a ° °, ° SYSTEMS) SHEATHING IF FIRE RETARDANT TREATED CODE SECTION lOb.b-EXCEPTION 4: I ;:.•, •,` s i i%% +} 1 ♦ , ; SHEATHING 15 INSTALLED FOR A DISTANCE OF W _:...•� \_._ �;l� � - �,. ^d;:,;.\.c A,_ ° 4 ° TEST #UL DES 0341 4'-0" ON BOTH SIDES OF FIREWALL FIREWALL5 MAY TERMINATE AT THE UNDERSIDE OF ROOF NON-RATED Z) ° SHEATHING PROVIDED THE ROOF 15 O ° ACOUSTICAL PERFORMANCE 5TG 60 48�� 48" PROTECTED WITH 5/8" TYPE "X" HORIZONTAL #4 ° TEST #RAL-TL-88-350 GYPSUM BOARD DIRECTLY BENEATH 0 ° d ° BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF 5HEATHING ° MINERAL WOOL BATT AT EACH 51DE XX d ° AND 15 SUPPORTED BY 2" LEDGERS SEPARATION WALL: (Max Height - 66 ft) SECTION 120-1.2 OF 2015 IBG- WALLS, ATTACHED TO THE SIDES OF ROOF PARTITIONS AND FLOOR/GEILIN6 FRAMING FOR A MINIMUM OF ASSEMBLIES SEPARATING DWELLING DISTANCE of 4'-0"ON BOTH SIDES HR FIREWALL SEPERATION DETAIL, I UNITS FROM EACH OTHER OR FROM 2' U STUD TRACK AN OF FIREWALL. ALLOW FI OPENINGS IN I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 gale Steel, Secured with Suitable G U K FOR SMOKE TI H OPTI N #2 ROOF WITHIN. ALL N FIREWALL fasteners Spaced 24 in. OG. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 PUBLIC OR SERVICE AREAS SHALL HAVE JOINT OVER EACH SIDE. MINIMUM CLASS B ROOF 2. Metal 5tud5 -- Steel members formed from No. 25 M56 olv Steel having "H" -5ha ed flanged s aced 24 in. OG; overall depth 2 in. and A 5TG OF 50 OR MORE. ROOF T 55E5® 24" O.G. SHINGLE TO BE INSTALLED g g p g P p 2x TUDS CONTINUED TO UNE SIDE r flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; iO�IDED STG-60 0 ROOF SHEATHING w ti 3. 6 Sum Board* -- Two layers of I in. thick Sum board liner pone,15, 5u lied in nom 24 in. widths. Vertical ed e5 of one15 friction fitted TEST #RAL-TL-88-350; STC = 60 a N N M ti cNi� U; yp y gyp p pp g p I" AI SPACE EA. SID o N N into "H" -Shaped studs. COG INC -- Type 5LX. TYPIGAL FRAME WALLS UNITED 5TATE5 GYPSUM GO -- Type 5LX (2) PIECES G.P. TOUGHROGK I° USG MEXICO 5 A DE G V -- Type 5LX. UNRATED FIREGUARD TYPE "X" 5HAFTLINER, GYP. BD. OR MINERAL yp WINDOW WATER PROOF BOARDS W/ WOOL FIRE BLOGKI m FIBERGLASS, FINISH ON BOTH SIDES, Z z PROTECTED WALL: (Bearing or Nonbearing Walll) — AND EDGES ASW CLIPS OR .063 USCF �,; CO �, �, d g Z Z Z O Z Z Z N _ ALUM ANGLE CLIPS 2 2 0 R o 2 Z !' W 2 HOUR FIRE 5EPERATION I„ AIR SPADE g J 4. Wood Studs -- Nom 2 by 4 in. max Spacing 24 in. OG. 5tud5 cross braced at mid-height where necessary for Clip attachment. Min 3/4 in, HALL 5HOHN HATCHED DOUBLE H-STUD TRAGK > > > W > > a separation between wood framing and fire 5ep,arotion wall. SGREWED BAGK TO BAGK � W w (K � m M d 106.5 HORIZONTAL CONTINUITY: 4A. Steel Studs -- (AS, an alternate to Item 4, Inot shown) -- For Bearing Wall Rating - Corrosion protected Steel Studs, min No. 20 M56 FIRE WALL55HALL BE GONTINJOU5 FROM DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND o w EXTERIOR WALL TO EXTERIOR WALL BACK TO BAGK N (Q:032q in., min bare metal thickness) Steel or )min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gals Steel or No. 20 M56 (0.033 in. thick) CEILING W/GYP. BOARD PR MINERAL .- rimed Steel, cold formed, shall be designed inl accordance with the current edition of the Specification for the Design of Gold-Formed Steel WOOL FIRE BLOCKING N P g p g I AIR SPADE 2" H-STUD TRAGK 5TG PATINO Structural Members by the American Iron and 5�teei Institute. All design details enhancing the Structural integrity of the wall assembly, including UNRATED the axial design load of the 5tud5, Shall be o5 Specified b the Steel Stud designer and/or roducer, and Shall meet the requirements of all WINDOW (2) PIECES G.P. TOU6HROCK I" - g p y g p CODE SECTION 706.5 EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, USG BROCHURE 5A100 (FIRE RE515TANT F---i a licoble local code a encie5. The max Stud � acin Of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling - 2x4 P.T. SILL PLATE I-- pp g p g g UN5PRINKLERED BUILDINGS: WATER PROOF BOARDS W/ ASSEMBLIES) Z 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 with the FIRE RETARDANT TREATED FIBERGLASS FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL W 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'-0" ON — (ODE 5EGTION-706.5 EXCEPTION #3 AND EDGES SYSTEMS) [� UNEXGAVATED TYPICAL TEST #UL DES U341 0- L } No. 20 656 (0.036 in. thick) goly Steel or No. 20 M55 (0.033 in. thick) primed Steel, that provide a sound Structural connection between BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/ NFPA 13 OR GARAGE SLAB O w m OFFSET WALL NFPA 13R 5PRINKLER: *4"P.G.5LA5(MIN.3500 P51 GONGJ W W Steel Studs, and to adjacent o55emblie5 Such o5 a floor, ceiling, and/or other Halls. Attached to floor and ceiling o55emblie5 with Steel FIRE RETARDANT TREATED 5HEATHING ° REINFORGEDWITHbxb,lO/IO W.W.M. ACOUSTICAL PERFORMANCE = 5TG 60 > Q Y fasteners spaced not greater than 24 in. O.G. 5tud5 Gro55-braced with Stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MI.:. AT FIREWALL END 8" WIDE x FULL a d ;fl *TAMP d FILL T0955 DENSITY TEST #RAL-TL-88-35o W w 6i (I) #4 HORIZ. REBAR ° *SLOPE GARAGE 5LAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" Z v o . 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT OF FIREWALL TOWARDS GARAGE DOOR Z MINERAL WOOL BATT AT EACH SIDE 4B Steel Studs -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel 0 d SECTION 1201.2 OF 2015 IBG- WALLS U Shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, Spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 a� Jj PARTITIONS AND FLOOR/GEILING W in. OG. Studs to be cut 3/8 to 3/4 in. Ie55 than assembly height. Top and bottom tracks Shall be channel Shaped, fabricated from min 25 M56 FW2 a ASSEMBLIES SEPARATING DWELLING UNITS 0 N.T.S. OFF-SET EXTERIOR WALLS ° 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 d - - SERVICE AREAS SHALL HAVE A 5TG of 50 w max. Studs Gr055-braced with Stud framing at midheight where necessary for clip attachment. Min 3/4 in. Separation between Steel framing and a OR MORE. w area Separation wall. Finish rating has not been evaluated for Steel Studs. TYPICAL FRAME HAL 2 HOUR FIRE SEPERATION (1)#4 HORIZ.REBAR® MID ° . � 1-'-�I CD 5. Gypsum Board -- Classified or Unclassified -- Min I/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to WALL SHOWN HATGHED HEIGHT OF WALL STORY d PROVIDED STG=60 } ANCHOR BOLTS (14 m studs with 1-1/4 in. long Steel drywall nails Spaced 5 in. OG. Vertical joints located over Studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK, 8" MIN Z J joint compound. Nail heads Covered with joint compound. EMBEDMENT) OR ADHESIVE Z Q = a a 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. le S. Gli S Secured with T e 5 screws 3/5 in. long to ° ANCHORS W/3"X3"X�4" NOTE: UL #336 EXCEEDS CURRENT FIRE CODE (D o R p g g p yp g UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WASHER PL @ 24" 0/6. STANDARDS AND REDUGE5 SOUND TRANSFER v) "H" 5tud5 and with Type W 5crew5 1-I/4 in, long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETHEEN UNITS W BERT G' 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS ° Studs. ° m 6B. Clip placement (Item 6) for Separation walls up to 44 ft high. Space clips o5 described in Item 6A for upper 24 ft. Remaining wall area ° below requires clips Spaced a max 5 ft OG vertically between wood framing and H Studs. — a W y 6G. Cliplacement (Item 6) for se oration walls u to 66 ft high: Space (,Iip5 a5 described in Item 6A for upper 24 ft. 5 ace cli 5 a5 X38 P P P g p P PP P P d d ° p NEw �°�� 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 44 between wood framing and "H" Studs. g" UNRATED SIDING (TYP) ❑ 1. Non-Beorin Wali Partition Intersection -- (Optional) Two nominal 2 b 4 in. Stud or nominal 2 b 6 in. Stud nailed together with two Sin. Ion HORIZONTAL #4 ° g p y y 9 g 4 0 MIN. 4-0 MIN. d 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 nai15 Spaced a max 16 ° ° d JOB NUMBER in. OG. vertical) . Intersection between partition wood 5tud5 to be flush with the 2 b 4 in. Studs. The wall partition wood 5tud5 are to be GODS SECTION 1PED EXCEPTION #3 ° UNITS 2 1 y p y p BUILDINGS EQUIPPED wr NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION 706.5 EXCEPTION #2 . 2016023 framed with a second 2 b 4 in, wood Stud fastened with 3 in. Ion IOd nails S aced a max. I6 in. OG. vertically. Maximum one non-bearin wall UNSPRINKLERED BUILDINGS: p y y g partition g p p q y pwall. g FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8 WIDE x FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" 2 HR FIREWALL SEPERATION partition intersection per stud Davit Non-bearin wall Stud depth shall be at a minimum equal to the depth of the Hal I. FULL HEIGHT OF FIREWALL ON BOTH SIDES OF FIREWALL ON DETAIL 9 GARAGE 5 AL - ¢ SHEET NUMBER (B- 2 T 2 ) & Bearing the UL GIaSSification Mark 2 HR FIREWALL SEPERATION DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 Z Last Undated on 2010-10-27 USG AREA SEPARATION WALL SYSTEM UL# U3 3 6; 22 (B- 2 ALT- 2 ) 6 - N.T.S. AT FLUSH GONDITION FW2 TEST #RAL-TL-88-350; STC = 60 w 0 W2 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I