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HomeMy WebLinkAbout42549-Z �SilFFnt�coGy Town of Southold 10/18/2019 P.O.Box 1179 C* * 53095 Main Rd pyrj0� `1a0`sg Southold,New York 11971 �r CERTIFICATE OF OCCUPANCY No: 40784 Date: 10/18/2019 THIS CERTHUS that the building SINGLE FAMILY DWELLING Location of Property: 10 Millstone Ln Unit 5, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/3/2018 pursuant to which Building Permit No. 42549 dated 4/9/2018 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,rear and side covered porch and attached two car garage as applied for. nit 5 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0059 6/12/2019 ELECTRICAL CERTIFICATE NO. 42549 10/15/2019 PLUMBERS CERTIFICATION DATED 9/30/2019 All 14flolk Pl ing Cont. Inc. h rized i ature guFFnc�. TOWN OF SOUTHOLD ao� �aay 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#: 42549 Date: 4/9/2018 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#5, B-2 model) At premises located at: 10 Millstone Ln Unit 5, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-5 Pursuant to application dated 4/3/2018 and approved by the Building Inspector. To expire on 10/9/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Ok '/ Building ctor 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 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector ghall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. - l� New Construction: ,Old or Pre-existing Building: (check o(e) Location of Property: o /41 / d•.e-- House No. Street Hamlet Owner or Owners of Property: �� ® � �•� ® �.( , Suffolk County Tax Map No 1000, Section ��� f' Block 01 Lot bdivision >��� Ck4 6-e— Filed Map. Ll Lot: Permit No. 2 Date of Permit. Applicant: �`►®� �/ �„�, Health Dept. Approval: 7 I Underwriters Approval: Planning Board Approval: gy17 / Request for: Temporary Cerlifi ate Final Certificate: V h k one) Fee Submitted:$ �� A plic t Si at r CONSENT TO INSPECTION ( !� the undersigned,do(es)hereby state: Owner(g)Name(s) 'That the undersigned is)(are)t o er(s)of the premises inAe T w of Southold,located at t6 �"d%` which is -hown,and designated on the Suffolk ounty'Tax Map as District 1000, Section 0,A.01 Block 01 ,Lot 'That the undersigned(has) (have)filed, or cause to be filed,an application in the Southold Town Building Inspector's Office for the f llowmi VIle 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 inspection's may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Q .Dated: S =�57. j'/i j'c I d— Ant nt e) (Signa ure) (Print Name) AV so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 sean.devlin�D-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address. 10 Millstone Ln Unit#5 city Cutchogue st NY zip. 11935 Building Permit#- 42549 section: 102.1 Block 1 Lot 5 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 X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Gas Duplec Recpt 47 Ceiling Fixtures 24 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas UC Lights 4' Pumps 1 Transformer 30W Appliances Dryer Recpt GaS Bath Exhaust Fan2 Time Clocks Disconnect 2 Switches 35 Twist Lock Exit Fixtures FCombo SD/CO 3 Other Equipment: Washer/ Dryer, Fridge, Wine Cooler, DW, Micro, Septic, Oven Notes Inspector Signature: Date: October 15, 2019 S Devlin-Cert Electrical Compliance Form As pS0U��ja 4, Town Hall Annex ` j -" Telephone(631)765-1802 54375 Main Road lh' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 I LJ t� BUILDING DEPARTMENTTOWN OF SOUTHOLD ; I OCT 1 7 2019 CERTIFICATION Date: I 2b Building Permit No. y r, C 1 Owner: �, ��.. O�C L C (Please print) PIumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of -�i- --4 - ANNA FIORITA Notary Public,State of New York Notary Public, County Reg.No.01F16368364 Qualified in Suffolk Couryty Commission Expires s vvt � I 50U1y� ,moo �o # # TOWN OF SOUTHOLD BUILDING DEPT. `ycvu765-1802 INSPECTION [ /FOUNDATION 1ST Nb [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION" [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1oovwdw 1) D � r^ DATE c INSPECTORK v OF SOUTyO # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION- [ ] OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: n� �du y✓ u p 17 e DATE INSPECTOR SO(/T,�°� * # TOWN OF SOUTHOLD BUILDING DEPT. couHr+N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: de.tj ooe DATE INSPECTOR oF souls°moo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KA ELECTRICALL 744 (FINAL) �yv,fi [ ] CODE VIOLATION ] CAULKING REMARKS: DATE r/ / INSPECTOR �-- SOLI - 1 - # # TOWN OF SOUTHOLD-BUILDING DEPT. °�y�nuxn NF`' 765-1802 : INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]' FOUNDATION,2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING �FINALIVb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - f(Avc S�Vv y � VAK� So� Cl�b4 ✓_ sow" DATE d4 1 INSPECTOR �, � � � � � . -+,. � � r � � _ `# -� -. � . � _.;� _.._ } ,�,� ¢� .�, � � � � �w,, _ W � ; l .� �,� L ; , ,v,� � � s ' ; � ; _ �- � i .� i,, _ c �,, �� �+ r .,. � - �� � - _ 4 �'�',. � - . ��� �,. 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Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone-631-244-2627 Email rb defno@energytestingservices com Project • • For: 10 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17645 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 3131 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0'F Total gain: 20776 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 95%of load Latent capacity: 7200 Btuh 230%of load Total capacity: 24000 Btuh 116%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 37557 Btuh Entering coil DB: 62.2°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 685 cfm Output capacity: 37557 Btuh 100% f.-load '-' t I ,; /° .; r 4. Temp. rise: 50 °F r F OCT 1 7 2019 ` Meets all requirements of ACCA Manual S. wrig ht30ft° 2019-Oct-1614.12 24 A-LA'ytaV9ww�.vweu.ry Cm�p.ry Right-SuiteO Universal 2018 18 0 32 RSU20066 Page 1 ACiCA Rimor Model C MAN JSD\Rimor Model C MAN JSD rup Calc=MJ8 Front Door faces: W • Form Reside RPER 1 ACCK for HVAC System Design • • Ducts) 15 Mar 09 r�os�mec«m-�sda,r�a Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license. or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#. Manual D Friction Rate Worksheet. Yes No Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision): 10 Millstone Lane, Entire House HVAC •A• CALCULATION, 40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 eF North,east,west,South,Northeast,Northwest,Southeast,southwest Total heat loss: 37557 Btuh Number of bedrooms: 3 Conditioned floor area. 3776 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 16.0 ft Sensible heat gain: 20051 Btuh Internal shade: none F Latent heat gain: 3558 Btuh Blinds,drapes,etc. Depth Wmdow Total heat gain: 23609 Btuh Number of skylights: 0 EQUIPMENTHVAC • 40 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 685 umace,Heat pump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 800 Model• Generic Model. Generic Static pressure. 0 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow, Heating output capacity. 37557 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conddions Sensible cooling capacity: 0 Btuh Aux.heating output capacity. 0 Btuh Latent cooling capacity. 0 Btuh DISTRIBUTIONHVAC DUCT e1 Design airflow. 800 cfm Longest supply duct: 264 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct. 169 ft Trunk duct: Round flex metal,Sheet metal Total device pressure losses: 0 in H2O Total effective length(TEL): 433 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) declare the load calculation,equipment,equipment selectionand duct design •• • performed ba-sed on - 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---- Ri ht-Suite®Universal 2018 18 0 32 RSU20066 ` 9 Load Short Form Job: wri htsoft Date: Oct 16,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A LocustAve,Bohemia,NY 11716 Phone 631-244-2627 Email:rb delfino@energytestingservices.com Project • • For: 10 Millstone Lane, Cutchogue, NY 11935 Design Inf• • Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1179 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7745 790 159 37 Bed 2 196 3382 1582 70 74 Bath 2 60 1132 272 23 13 Stair 1 48 1434 181 30 9 Foyer 131 1597 441 33 21 M bath 110 409 6 8 0 CL 17 0 0 0 0 M BED 351 2041 2157 42 101 Breakfast 83 2009 1799 41 84 Dining 209 3556 1085 73 51 Laundry 23 26 460 1 22 Pant 19 0 0 0 0 Mud 48 371 79 8 4 Kitchen 157 247 1631 5 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof , 2019-Oct-1614:12 24 Right-Suite@ Universal 2018 18 0.32 RSU20066 Page 1 ACM .Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJB Front Door faces W Greatroom 233 4593 3831 95 180 Bath 3 72 577 291 12 14 Bed 3 207 2940 1852 61 87 Loft 141 1185 595 24 28 Entire House 3776 33244 17050 685 800 Other equip loads 4313 595 Equip. @ 0.88 RSM 15528 Latent cooling 3131 TOTALS 3776 37557 18659 685 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl9fltSOft® 2019-Oct-1614:12 24 Ri ht-Suite®Universal 2018 18 0.32 RSU20066 9 Page 2 �CI� Rimor Model C MAN JSD1Rimor Model C MAN JSD rup Calc=MJ8 Front Door faces- W Project Summa Job: - - wrightsoft�' Date: Oct 16,2019 Entire Mouse By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone,631-244-2627 Email.rb delfino@energytestingservices.com Project e • For: 10 Millstone Lane, Cutchogue, NY 11935 Notes: Design Inform.ation Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 33244 Btuh Structure 17050 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(68 cfm) 4313 Btuh Central vent(68 cfm) 595 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37557 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15528 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/1179 cfm Structure 1735 Btuh Ducts 0 Btuh Central vent(68 cfm) 1396 Btuh Heating Cooling Outside air Area(ft2) 3776 3776 Equipment latent load 3131 Btuh Volume(ft3) 23582 23582 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 18659 Btuh Equiv.AVF(cfm) 124 55 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 OF Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrights�oT-tm 2019-Oct-1614:12 24 Ll� Aw,.•ta cM . moo., Right-Sude®Universal 2018 18.0.32 RSU20066 Page 1 ACCP. Rimor Model C MAN JSD\Rimor Model C MAN JSD rup Calc=MJ8 Front Door faces. W N Level 1 191 cfm 91 cfm adiab 0 jBsm=M", Sup Riser Make up air � 70CFM Skuttle Model 2161 _ Job#: Energy Testing Services LLC Scale:1 :88 Performed by Energy Testing Services LL... Page 1 1648-A Locust Ave Right Swte®Universal 2018 10 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-0716:5120 rb.delfino@energytestingservices.com AN JSDU2imor Model C MAN JSDr... N Level 2 K101 cfm Breakfast 121 cfm 216 cfm FO Greatroom Kitlen 23 0" 92 cfm M BED adiab Pant Laulkdff cfm Dining K88 cfm 1 cfm Mud 8,9 M hath �10 cfm c m9W R ser , 0" 1-39 cfm Stair 1 K35 efrr Foyer 1k28 cWRth 2 Broan Exhaust 41-011 Model L150 70 garage CFM Energy Star Contnous User Timer Bed 2 " 89 cfm 4' • 1 Job#: Scale:1 :88 Performed by Energy Testing Services LL... Energy Testing Services LLC Page 1648-A Locust Ave RightSuiteO Universal 2018 10 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-0716:5121 rb.delfino@energytestingservices.com AN JSD'Rimor Model C MAN JSD r.. N Level 3 34 cfm L ft Bath 3 adiab 2 Sup Riser 1 8cfm ' stair 2 1 Bed 3 17 0" 12 9" 1 C s cfm Job#: Energy Testing Services LLC Scale:1 :88 Performed by Energy Testing Services LL... Page 3 1648-A Locust Ave Right-Swte®Universal 2018 10 Millstone Lane Bohemia,NY 11716 18.032 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-07165121 r.b.delfino@energytestingservices.com ..AN JSD1RimorModel C MAN JSD r... Duct System SJob: -�- wrightsoft" emummary Date: Oct 16,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-2442627 Email rb.delfino@energytestmgservices cam Project • • For: 10 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 685 cfm 800 cfm Total effective length(TEL) 433 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 272 28 15 0 0 Ox 0 MtFx 19.8 140.0 st5 Bath 3 c 291 14 16 0 0 16x 0 ShMt 30.8 115.0 st4 Bed 2 c 1582 84 89 0 0 Ox 0 MtFx 23.8 130.0 st5 Bed 3-A c 1852 73 104 0 0 Ox 0 MtFx 38.8 225.0 st4 Breakfast c 1799 50 101 0 0 Oxo MtFx 37.5 170.0 st1B Bsmnt h 790 191 44 0 0 Ox 0 MtFx 36.0 150.0 st1A Dining h 1085 88 61 0 0 Ox 0 MtFx 19.0 160.0 st1 Foyer h 441 39 25 0 0 Ox 0 MtFx 7.8 95.0 Greatroom c 3831 113 216 0 0 Ox 0 MtFx 37.0 130.0 st1 Kitchen c 1631 6 92 0 0 Ox 0 MtFx 24.5 140.0 st1 Laundry c 460 1 26 0 0 Ox 0 MtFx 16.5 150.0 st1 Loft c 595 29 34 0 0 Ox 0 ShMt 29.8 210.0 st4 M BED c 2157 50 121 0 0 Ox 0 MtFx 48.0 160.0 st1A M bath h 6 10 0 0 0 Ox 0 MtFx 21.8 165.0 st1 Mud h 79 9 4 0 0 Ox 0 MtFx 10.0 175.0 st1 Stair 1 h 181 35 10 0 0 Ox 0 MtFx 5.8 150.0 st5 wrights®fte 2019-Oct-16 14.12:24 RightSwte®Universal 2018 18 0 32 RSU20066 Page 1 A= .Rimor Model C MAN JSDIRimor Model C MAN JSD rup Calc=MJ8 Front Door faces W • • D- Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 116 154 0 0 0 0 x 0 MetlFlx st1 Peak AVF 519 666 0 0 0 16 x 0 ShtMetl st5 Peak AVF 147 115 0 0 0 16 x 0 ShtMetl st1 B Peak AVF 50 101 0 0 0 16 x 0 ShtMetl st1A st1A Peak AVF 291 267 0 0 0 16 x 0 ShtMetl st1 BranchReturn DetailTable Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 0x0 191 44 144.3 0 0 0 Ox 0 MtFx rt1A rb2 Ox 0 630 916 168.8 0 0 0 Ox 0 MtFx rt1 Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (Cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 191 44 0 0 0 0 x 0 ShtMetl rt1 rt1 Peak AVF 821 960 0 0 0 0 x 0 ShtMetl wrights®ft® 2019-Oct-16 14.1224 RightSude®Universal 2018 18 0 32 RSU20066 Page 2 ACCk .Rimor Model C MAN JSD\Rimor Model C MAN JSD rup Calc=MJ8 Front Door faces W name Energy Raring cert1 icata Property HERS 10 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2019-10-11 Rating Number: MC104 10 Millstone Ln Registry ID: 707701433 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 50.9 $1179 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 $387 20% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features I Total 84.0 $1903 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 71 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 -14 Cp ]` Above Grade Walls R-21.0 Infiltration Rate Htg: 1557 Clg: 1557 CFM50 n Foundation Walls R-13.0 Method Blower door Robert B Delfino 1,557 CFM X 60 = 93,420 / 32,538FT3 = 2.9 ACH50 Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 ) Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 631-244-2629 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 10 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-10-11 Outdoors Temp During Test: 61 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes❑✓ No❑ Type: Furnace Z Boiler❑Heat PumpEl Other❑ 1 2 Venting t Type 3 Draft SA Ila�e Sin llape CO CO E tcien Fuel Tvpe Circle Tye Pascal (Worst Case atural (Worst,Case (Natural) Rating:95.0 NOPEI O❑E❑ N❑ N S_Z NSA Pa Pass❑✓ Fail❑ PassOFail❑ N/A PPM N/A PPM Yes ❑✓ Tie: Standard Tank ✓❑Indirect Tankless ❑ Size: 75 0 Style Common Vent WateYHeater Primary: No n histantaneous❑Commercial (See Note 5below) (Gallons) a Stand Alone ❑✓ s 2 Ventine Type 3 Dra'1 Sip lla�e S iln lage(Natural) CO ` CO E cien FuelTvpe (Circle Type) (Pascal)_ (Worse Case) ' (Worse Case) (Natural) EF: 0.69 ND P❑O❑E.❑I N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No Oven CO t PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2019-10-14 MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President OCT 1 7 2019 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE FSC 3750 EXPRESS DRNE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM "11064-3395 November 14, 2018 Town of Southold Building Department { 53095 Route 25 ; PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker fir: `j ;;-,Tt Plans Examiner Y 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, �CEREO gRcyi j� 'T":2 'QL���� Glen Cherve• y IA, LEED AP �a�►, Principal N \s—l�}ys•u a4'—�J 02381 SOF N��1 GRCH ARCHITECTURE PC Ilk 3750 EXPRESS DRIVE SOUTH _ SUITE 202 [sLANDIA, NY 11749 W1NW.GRCHARCHITECTURE.COM 631864-3395 April 29, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 5 -Permit 942549 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. pectfully sbmitted, D ARC �•� �CgERT C& y X CIA c9 2< Glen Ch eny A, LEED AP Princip (P 9 0;' BA0 TF pF NE�I'l C_J ul OCT 1 7 2019 ,,o OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex Y P.O.Box 1179 54375 State Route 2530 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 681765-1938 www.southoldtownny.gov 060 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Ll 1 April 25, 2019 OCT 1 7 2019 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 5 through 8 and 13 through 18 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units # 5—8 and 13— 18 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made on April 15, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these ten (10) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, e— �C,)Do Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager APPLICANT S.C.T.M. 1000CHAPTER 236 (Property Owner,Iksign Professional,Agent,Contrutor,Other) —� CYaSt��,� NAME- Ai Section B Block Lot "' ST®RATER - DRAINAGE Date: INSPECTION REPORT FORM DESCRIPTION®I:SITE WORK TO RE COMPLETED COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA qNO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing&Area of Proposed Land Dtaturbancc. c. Condition of Stockpiled Soils. ���]�� �of � d. Verification of Size& Depth of Leaching Pools. e. Verification of Drain Pipe Installation/Concrete Parging. (moi==_A( ,Y f. Driveway Installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property -Ji�_J,= U0 t4TAPZ S D(s:., { AWN �VeKgXCEP h. inspection of Gutter& Leader Systern -Drainageipina1 i, Instalation of proposed Swimming Pool and discharge ring. [ (�?^ - QFL l HA V9 MZI Com E 1. Inspection of Construction Entrance/Staging Area(s). _ k. Location of proposed concrete washout area(s). �_ ]][ ]l_ s�TtsiF � 'T0 -' . ... fad .s A Final ti>wnection Reriort mull be corrinfewAi rior to issuance of Certificate or occtt ilic•v T'iie an licant Inas tii'ree ontians Par cefilf ic::ucn of rlraina 5c tsutalT'yi tr,t�. .o �k OP'T'ION$: 1. Certification of Drainage installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New- ork. OPTION$:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping.,D OP'T'ION$:3 Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. 44. OPTION*: 1. OPTION g:2. ':3 ryCD Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showrng`placemeStt &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating,location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. - -! i TOS Review NOTES TOS Review NOTES: RoStOr4 Dim 6 N G 0 o ',L I- L *** FOR ENGINEEMNQ U:;it`i' LY*"** ® Additional Work is Required for Approval. Reviewed& /� SMCP Installation is Not Complete. (See Notes Above) Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date: ��� Inspection 1: Completed & Approved by the Engineering Department. FORM * SWCP Inspection Report Form-TOS October 2014 ee • • • • WIN= COMMENTS — Yu AVS _ • • I107r,21 ,M7 --� • e • r. li�il kPIN - r^ PLUMBING LW, ENERGYINSULATION . , e Lff"uL L WI%i ADDITIONAL COMMENTS '... i ii 1 I I • i / i v, TOWN OF SOUTHOLD _-_ __ t_<_ .. ._ BUILD9Cr FERV9T h P I tRTION CHECKLIST BUILDING DEPARTMENT' s:�=�-��Dofyo havehorneed the,following,bgfQreapplying? TOWN HALL Board ofHealth 4'' - }' SOUTHOLD,NY 1.1971 - -4 sets ofBuilding Plans- TEL: (631)-765-1802 _ =Planning Board approval PAX: (631)765-9502 .zNtBSurvey _ No Southoldtownny.gov -r PERt'11ITNo jq __ Check- "Septic.Form N.Y.S-:D:E.C. - Trustees -- - - _ - C.O.Applicdtion Flood Permit Permit Examined ,20�- _Single&.Separate D Truss Identification-Form - l Storm-Water_Assessment Form.. APR e 3 2018 Coafact `-1Crh 4 "foe 1-�( Approved. 20! t�,- Disapproved a/c B r �I 4-It 6 46`.T®AN OF' one: Expiration Blkit b. n ctor -- --.APPLICATION FOR 13UILLDINC°PERMIT _ _ Date - - 3 20 / INSTRUCTIONS .a.This appliedtionAMIAT be-completely-filled in by-typewriter or in irk-and submitted to-the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to-adjoining premises or publicstreets_or areas,and waterways. c.The work-covered-by this application may-not be coindienced-before.issuance ofBuilding Permit. _ d. Upon approval of this,application,the-Building-Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises_available for-inspection:throughout the work. e.No building shall be occupied,or.usedin whole or in part`-for any pvurpose what so ever until the Building Inspector f,- issues.a Certifi4teof;Occupancy f-Every=building permit shall expire f'tlie work-authorized-has-not commenced-within 12-inonths�dfter the date-of tissuance`of-has riot'=been completed wn==1$-months`fr"oiit such date.If no-zoning-amendments or other-regulations affecting-the have been_enacted in the inteiim,-the BuirdinQ Ins ector-mia auiholfz;i iri,vvi'ifina-tlie extension of the pen-nit for an property b. p Y b P addition six months.Thereafter,anew permit shall be required. APPLICATION IS-HEREBY new-permit the Building-Departinent forVieissiiarrce-of a Building Permit pursuant to the Building Zone Ordinance of the Townof-,Southold;-Suffolk County,Neiv York;and-bther applicable Laws,Ordinances or Regulations,for the construction of buildings,,additions,or alterations or.for remov_al_or demolition as'herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing,code,_andregulations,and to admit -authorized inspectors on premises and in building for necessary inspections. • - _ �i�o�- icC> �i -- LLC (Signature of applicant ornanie,if a corporation) -(Mailing address of ap licant) State whether applicant is o%tdr,,Iessee,'agent.architect,-engineer, general contractor,electrician,-plumber or-builder OW hew-,, -Name of owner of-premises /�I ®� �/"� o LL C, '- (As on he-tax roll orlatest deeds If applicant is a corpor i n,signat�rpo c�uIy a th zed offr h t/ A 114- rtv , (Name and title of corp ate officer) Builders License Na_ _ Plumbers License No. Electricians License No. Other Tr=ade's,License-No. - 1-. Loca On o f l 9 eon which roposed of l b done: ' House Number Street Hamlet County Tax IVIap No::I.000 Section.-_. - A 0 l Block 0_l-- ='t'I;ot Subdivision ALVVZC,,f' &I�AFiled Map No. 7 Lot J -60 e°6 PO e,e,e- Stam_existing use and occupancy of premises and intended use and occupancy of proposed construction: A. Existing use and-occupancy b. Intended use and occupancy_,- 3. Nature of work(check which applicable):New Building VI-11"'—Addition Alteration .'7 Repair Removal Demolition_ Other Work (Description) 4. Estimated Costb ,Tolbl'e paid on filing this application) 6. if dwelling, number of dwelling units Number of dwelling un>ts on each floor If garage,,nurpbe_r of cars 0374 6. If business c.oriimercial or mixed occupancy, s eci nature and extent of each e of use. specify fY - h'P- of •` I .t - 7. Dimensions,of-ekisting structures, if any:From,;rny4,H-v-sem. ,., ,,. eark Depth Height ' ' Number-of Stories 7 Dimensions of same structure with alterations dr"additions: Front Rear Depth Height Number of Stories 8. Dimensions o ritirg ne�vFo struction: Front J rb / Rear B ��6 Depth 7 �( Height b Number of Stories 9. Size of-lot: Front Rear Depth 10. Date of Purchase Dame of Former Owner 11. Zone or use district in which premises are situated 12. Doe&proposed construction violate y zoning law,ordinance or regulation?Y-ES NO / 13. Will lot be re-graded? YES NO Will excess fill be,removedfrom premises?YES- NO v 14. Names of Owner of premises Address Ot4 Phone No. $ 78 Name of Architect �r�C-14 Address -1� '�t til Phone No 40 ®46 V — jr Name of Contractor SCta6g_- 4-t d&Or`44--' Address Phone No. I a.-Is this property within 100 feet of a tidal wetland or a freshwater wetland?-"YES NO O -,IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMTITS-MAY BE RE kRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ?-".IF YES, D.E.C. PERMITS-MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10.feet or below,must provide topographical to on survey. 1-8. Are there any,covenants and restrictions with respect to th's property? ` YES NO IF YES,PROVIDE A COPY. �� �� STAM OF NEW YORK) COUNTY OF 0 - tin V4 being duly sworn,deposes and says that(s)he is the applicant (Name of individual sign i g•contract)above named, y ',3 (S)He is the (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 an belief-,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Mrd —day of, 201 _ Votary Public TRACEY L. DWYER ,--nature fA icant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2&8 OFFICE LOCATION: AWLING ADDRESS: Town Hall Annex *QF SO(/ly P.O.Box 1179 54375 State Route 25 � Ol0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 N www.southoldtownny.gov coUNT`(,�' PLANNING BOARD OFFICE 17r- TOWN 7r TOWN OF SOUTHOLD � -� D R�N FEB _ 72018 MEMORANDUM TOWN OF SOUTHOLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, 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. F BUILDING DEPARTMENT- Electrical Inspector c � TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road -,PO Box 1179 Southold, New York 11971-0959 +p1r Telephone (631) 765-1802 - FAX (631) 765-9502 1 i roger.riche'rt�town.southold.y.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED'BY:._. - e. ....... :Date: _. . �.� Gi Company Name: ` Name: License No.: -email: ' Q Address: Phone No. JOB SITE INFORMATION: (All InfonnatioRequired) Name: t v d Address: :I Cross Street: Phone No.: 19 01 67 BIdg.Permit#: _ �, email: Qa4vi Tax Map District: 1000 Sedtiow . 104. 0, 1 Block: 1, 00 Lot:dos-.0 BRIEF'DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: �/ NO Rough In Final Do you need a Temp Certificate?: /YE§j NO Issued On Temp Information: '(All information`required). E 1 Ph 3 Ph Size: l � A #Meters Old Meter# Servic -Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead derground Latera! 7 ' H Frame Pole Work done on Service? Y N Additional'inforrriation: 1PAYMENT DUE WITH APPLICATION ,Request for Inspection Form,xls �`� i✓ �rl Town Hall Annex Telephone(631)765-1802 54375 Main Road P. O. Box 1179 Fax(631)765-9502 'Southold, NY 11971-0959 � '•-w 4Jv •� 1 r�• Vr�•1',F''yt�,s�'.i''• � F�,^`4/ i i':.'1.'Rr•' rf i ' I f • ' i i�'��i:• 46'"a,R'.;', ('',, '�,:1.�'Ya':,� �%I'Ir',y i(II'•r 1,,M1 , BU ILDING."11 P.'/aRTtlll '�' ,^,Y;'is v'.,,fy>p,`1 ,. ,.t�,,,a r;7.�:r.,.t •;� .,��}�';�^F+y�'f�4.yy;R l•'.F•',^`,;'�: 'rr�e y:'','th:ur ^'5 .��i��,.f�F, l 1h9�a 3',{'t"'int 8k,, NOTIE�,0 CF,UTILIZATION OF TRUSStJTYF�E GDINI�T tUCTION, PRE-ENGIN ED !!U Ob AC,ONSTRUCTIOIV AND O t "I ER CO R,S• B INSTRUCTION 'Date: Owner, lKi✓h® ✓ Locati® lca � ?ropetty: `,« SFr:.' ",) ar{•,vn„ r- ,„ ....ra.re,.grs'� :+.,,rr. .,:' ..p ' ,•f,>; r' ':�4 ki ia::„ :,',.f �t 'ij4 .fi "r't,,d•.n,_ �Q,;,,'75 'r; "r;tip+rs � ,r i y 1�•., 'r: r,S I " ;1, 1• „t•A5'✓' .; .<.,;„a o4, r. .� r {1`r"r`;t S':.: rrP }r ;y::,r`,N:;.���•{,�,Sfr.,New rcl i]_• :.ia'.,,A•PPr;lirc1•b{a'�lce ctPleaseiena:k;'nr,t•�ee�)cComm ':fiure r' ;.,.` `,S-'r,;.',•:.;+':",;:4k G ;+ + t ♦ N,J Cu'c 1;<.0 y,�l,5,. ,t.Y,,,'s�,f;.{•�.�Y 4 t✓",.r'•.}, y'J. addition to eAgU,gidoi merci t 'r i'esideritial struc :. •,r '1 ,f';�,a,,r',:{•�< ,a,,rr�i. t'�) ,b��t�r;�p fit,"r`4y<j ,r��, }".n,, '4 F 1)i°�44�•�` 1{i , :':'^,'„• n' !''.,•�?+ �qw�: ped.., qi r,tr`.Y^ •�„v,';i3 1. o^:,• .'Rtbhabjlitatis�ri:, °existirig;c:C t a�mercial or residert�al' ftillcture t ti l• jvi'K- S:ai,1 q `tf t7 ti •�:J ' (J�'`n4,?r rr'a': �' a'�roP.;X? ri' k,,� r t� f`• .. ., `t,r; li '+^' } CAJ” r ,. 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J` .C'.+�, w?, •1'�9>`.>, TrussR 15.doex Effective 1/1/2015 L'Q �.�ri• r++ i\. _,��,ta''' Irr ra.�.• i•I • ,r .o- a �.} ;!,\bt,.•.,'''�.a„j^'4•�Y:•"+,•,-rf_ t,�E`;,' ,,,,w,• . ;.4` -•.,, , a •^ .-, .I`' 5^ vt', ,r �� F i - I 'r "r, P;,':'` ., �`„jF`t -• ,'. GAll ^Gr,,L7[` •7�� fi- .[i7 n yli.ri t���(rilt.2"'CTiN'�» u .+?rt-ytrt if r�" `W' 'e' .ffi.z.ri'��:rJ'hl' :h`rFk Ztt••f. t' raS�'n. ..v tit 1,j� ��S. � r3:tr,:,.. ..+v� l� •.>>•�•ti`� .t�3k.�• s. a�-3�ti �rf[t;tr�,//�'ji;��};{f-<•t 51+��•�ir;rB�� ` .�"rt t. 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LTi�M. t v•y< "+ '+ +4��y J 47+1; r N"r �"m c.i � (,Y • 1 "7^'YI ! {K� y Y. .-�R ti Y 1M {I x } .ep4�t4"tva'!!'ll� MlPo-rt s Y t a,� a Tx+M1liM"K. �,�t�:. �a'•Y: -'1�.•:!„`{r4'"�trr_ Ix I J'!:' IVA t-i t t�t F•� V ,� a` a 1 - ' FLOOR FRAMING, INCLUDING ti:`T, tNt P,•y.,..t# 4 x l3+ r � t ,iy�'..• _ :• _- '1�y r y.lr[4G � 't[i,+"�r�r<s +i n+x ��t�`.S�r�� 4 w ax i i.�� -ROOF-FRAMING �rh „ Sherry Pirone From: Sherry Pirone Sent: Friday, September 20, 2019 10:07 AM To: johnj@southoldtownny.gov' Cc: Henry Alia Subject: Unit#5 Good Morning John: Per your request,we are requesting a 6 month extension of time on the following building permit: Unit 5—permit#42549 Please confirm the new date ASAP.Thanks. I41#IW EST POINTE .C r.P rcr tr,5%cs:a;'a3tF.rz:inrj�u't Sherry Pirone Construction Assistant 75 SchoolHouse Road Cutchogue, NY 11935 (631)735-9200 sherry@harvest-pointe.com www.harvest-pointe.com connect with us! { SEP 2 7 2019 1 i I� I 1 i 1901.44' (DEED) 1904.80' (ACTUAL) ROPOSED MULCHED NATURE TRAIL NATURAL BUFFER AREA LA wA (TO BE ROUTED AROUND EXISTING TREES WITHIN NATURAL AREA) fF/f F/ /!/ff/! //F/fF/If F! / /! •--• 50 BUFFER f / f / ! F 75' BUILDING SETBACK f f PROPOSED f// No COVERED /! c o 14' x 20' /r \ op._ w 14.1' PATIO (TYP.) �'1 16.7' p af ! J B13 12 61 � LA !! B1 F M i 10 ' B 9 EN EN z e1 2Zs• 19.7 ��,p;�,; -�r�=y xF.,<; 1'� ��.r:..�•��r�` ���: * � r EN YD �'+^n4•"'-F-...riz,'"': g�t?�tf xsd'�;�"54r.;k ...„"��; .a �.„� .�� .,��:-;' � ; �';�;.` _ �„'�,ta�'�r:. 'car": •v-�«�~--„-,,",r s. .r5 �+ *�}, �.hx � "^����� '�"� ��'':`� vv' t •�. y ..k ,��s �,'k r+� 'x�. �'�i'a �j�� f " :=,v'{ _ t\ #♦ � - ,� 5 5�v'£yF ��'�`~Y`.` <RSr.*�'' w,zg ,$ �.''e"�s; "F °a � ^fiy 3:.'. • .�x�..t �' :§'�. �'ti'A.�t5'v ''�}4}i�.�. !..^.� �,r y � - ks.]i+.'Yipj '�;.” 'l, y � h TYPE B-D `XL RAMPF. ' �R7-1 RD M ' `y TYPE B-D E �tl RAMP IKE, ^ ( � � ' 'ROPOSED HYDRANT, (TYP.) mom ZOAD TO BE inDENED TO 26 FT. �'� � �j•�� �� i .��� � ``'` z::� J HYDRANT (TYPAl ) b .t'V�l'�•r `.j Tk. O "i; i ,.'tali:...?;KR:;.:' IG PIPE SHALL- BE"15- CPP WITH"_A'5LOF L yr vi r ` s STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED ! DNNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. :� 0 BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%. TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 1 BE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH 4L. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. =R SERVICE CONNECTIONS TO BE 1". a 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 , MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED 0 ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE ID MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE -IE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET WITH THE LATEST EDITION OF AWWA STANDARD C600. ;ATION FROM ALL SANITARY APPURTENANCES. DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN FER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, . CONTRACTOR SHALL ENSURE ALL CROSSING • BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER AET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF JES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. Habitable Garage AreaH a west P®i me at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 Cutch®g u e 1,3,8,10,12,14, ' 21,23,26,27,29, 1599 363 �LItCh®gue, �@w �®I'k ` c,31,33,36,39,41,45 1,962 Town of Southold 6,47,49,50,52,541 ,6, 58, 59,68, 72, 76 No: Revision Date Appvd. 7/28/17 AVL 13 TONlN/SCDHS REVISIONS i 2,5,6,9,11,13, 6114/17 AVL 19,20,22,24, 12 TOWN REVISIONS 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL X0,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL _X7,60,62,64,66,70, -- --- - - - - - - - -— —,--_'9='- R�VISiONS__ <-3R7717�_-_, __AVL------_-- - - 73,74,75 - _73,74,75 - -- 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, 1&1 599 380 1 979`61,63,65,67,69,71 =.:c!.`'r-;:<•=E-+� Issued for Date 15,16,17,18 1,999 408 2,407 July 10, 2015 N/A 6,188 N/A 6,188 SCTM: 1000-102-01-33.3 I-Ov{ _ F SC®HS Approval P FOR APPROVAL OF cohS AWTION FOR A WN FAWLV RESIDENCE ONLY 1Z -t7- avers : DATE -gym. 7 tis nEF.w.�g�- �i APPROVED ����� ���' Drawing Number FOR MAXIMUM OF BO"S �oF NFCA,Y i EXPIRES THREE YEARS FROM DATE OF APPROVAL WLo V. O � C� n 4* t Sheet of �°- 2� 9 28 C A �= i V Project Number 29305.00 SC®HS Reference # C10-06-0013 'I h� I l� NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 'I PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, NTT PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION "v , IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 'w ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION '/ �'µ�, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED I I , 11YY//����� M 1 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY NO PHYSICAL EASEMENTS N 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 UJ CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, P SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES p COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALLRIGHTS RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Q� RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR !I THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL OO MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANYOTHER PURPOSE v 101, �.\6 h' ,�� �_ MAY 2 3 2018 15 TOWN OF SOUTHOLD �• o• OF NE(Nyo �Q' y O/�vrD pFT �L �• ryo so•^^o P � 2 0� 050213 LAND 5v 05-04-2018 FOUNDATION LOCATION FOUNDATION AS-CONSTRU TED SURVEY FOR UNITS 5-6 UNIT DES ATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 7&8 NELSON & POPE RL ENGINEERS & SURVEYORS ( _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 " PHONE(631)427-5665 FAX(631)427-5620 - ---- -- '-- WWW.NELSONPOPE.COM DRAWN BY: NP CADD NO.;INDIVIDUALS00026 I S SCALE: 00026 CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 1"=30' DATE: 05-07-18 PROJECT NO.: 00026 ii ,I 1 / NOTES. TTHE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE -Y NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 7e PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION / IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED \ PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF / AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGNEER OR\ IS SEAL AND THE NOTATIONI ALTERED B FSURVEYOR SHALL AFFIX TO THE ITEM H FOLLOWED BY HIS SIGNATURE AND THEDA O SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION / COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 1 31Q� i OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED V /h\ UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED i AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTNE. 11. ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS � �P�/ rly y\ I THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP G ``VVV V CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR C, '�� I FURTHER DESIGN /Ae�v pLc� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE �J� �i ��O j s CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, e ^ g, 6, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHTp NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 9Lc�O'P h S h� RESERVED. NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, ' �--•r I ~, \, .,f 1 !"'•, / �/� �, CO 7> RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 1 ,_�,i `�' -'j /"-� I 1 •� i 9 � \ •u�. IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN OF PERMISSION OF THE SURVEYOR - '� '' !�' / �.QGLL9 F� 6 ��\ I, Y•OCG ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT SHOWN lb 7 2019 O' / �L ALL SANITARY PIPING 4'SDR-35,TYPICAL J�lb lq­ N C'- �v so GO O\pQ�Oa O Q- 6 .�,,. o�� �� N ^b y�\Q�J SANITARY SYSTEM AS-BUILT TABLE r.r,` i r ,�,n,• co;;- F R STRUCTURE NAME TIE A TIE B ryas J.^ ,�., .0, Ay o UNITS#5-6 5r'��� / ' p�e ST-1 30.1' 66.7' a 'rya ST-2 49.8' 78.4' LP 49.4' 78.5' ?�C,, ti Sp,N^GpaJ'�^ you Q /ate N E V'A, r- aoSUFFOLK COU '1'DEPARTMENT OF HEALTH SERVICES !b IF O APPROVAL OF CONSTRUCTED WORKS FOR cGti,� \_cbo �Q Q. � gAVID o � •Q� A SINGLE FAMILY RESIDENCE �` 2019 H.S.Ref.NO. 10-I 4 ry`a�, o aQ\Q �Q\Q• o` 1U O $$ \�� ,o A j The stege disposal and water supply facilities at this location have been \�� a .�� inspected and/or certified try tFs Departm�e,9t�or other agencies and found to � 0 No.050213 ♦ ` '7101 tte satistactory FOR A MAXIMUI'1�aI,®�4 BEDROOMS. W 04-26-2018 FOUNDATION LOCATION SANITARY AS-CONSTR FOR 02-16-2016 FINAL SURVEY UNITS 5-6 UNIT DESGNATION MAP OF Craig Kraepper9 P.E.y Chief 02-19-2019 SANITARY AS-BUILT HARVEST POINTE CONDOMINIUM 1 f ement ` 03-25-2019 REVISED SANITARY FILE NO.:471 FILED January 09, 2018 Y i 05-30-2019 REVISED SANITARY SITUATED AT AS PER SCHD CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFREN CE NUMBERS&AREA'S SCT.M DISTRICT 1000,SECTION 10201,BLOCK 0100,LOTS 586 UNITNo. HDRREFNo. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA NELSON & POPE 5 R10-17-0059 1,599S.F. 363 S.F. 1962 S.F. ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 6 R10-17-0060 1,599 S.F. 363 S.F. 1962,S.F. PHONE(631)427-5665 FAX(631)427-5620 LI - �� WWW.NELSONPOPE.COM DRAWN BY: LT CADD NO.:INDIVIDUALSURVEYS 00026_1 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 1"=30' DATE: 02-21-2019 PROJECT NO.: 00026 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 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, P PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED `. PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF v AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE I 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 I �R2 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION Oleo COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 10 nPJ ��' ®BO SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY �cp /Z o/ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS C6 i O OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 4x\� � COfIfC PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE O 5 G• (y CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Q OK SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES � 3. Q A'Pj • , COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALLRIGHTS rt s �Or 22 O,QyGLF y h sS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING. {�.-'! +i/ �'� �, Orr O F Oji, p, �'• h, 0200 s 0 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 1 (`''"1 I j C OQ �rQ'Q �'•^� ) IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN �- ,} I ``<,r�`,:� r„ LLL t ` } ,� OQ-J�� ear y \ '� •S, h^� •O j� PERMISSION OF THE SURVEYOR cr o G e �iG� 1�. !. \\ >>�, +S��Q ADDITIONALSHOIMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED.NOT 1 2019 W -s 9� �`/ 19 1 bv�-$ ..l.l-.�,.., n " � f-,-!.x` �;` � Ne• 02 \ ���' � .�� �GrQ'J��G '�• ti�3 Q�� p^ ao 0 L? 'LC�O���` .0 ti o� 7, �?9 CS `.0,�,O _j LLJ F°O��L e�` O� r0 S 65026'53" E 10� Q I o 49.54' i- cI i ' x a y R=275.00' , L=77.85' 167.99' (ACTUAL) N O g U) I W S52055'20"W ��5� O m�� w o ole Ln (q 6 o I �Za 00 r,3►� m °' ' U) TOWN OF 0426-2018 FOUNDATION LOCATION S40 5238 E m SOUTHOLD 02-16-2019 SANITARY AS-BUILT FINAL SURVEY FOR 25.43' UNITS 5-6 UNIT DESIGNATION MAP OF S52°55'20"V1/ I 03-25-2019 REVISED SANITARY HARVEST POINTE CONDOMINIUM 1 19.37 _ _____L_ _ 04-17-2019 FINAL SURVEY FILE NO.:471 FILED January 09, 2018 SITUATED AT C� CUTCHOGUE Z W TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK LL Uj LL SCHOOL HOUSE LANE S C.T M.DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 7.8$9 CD NELSON & POPE ENGINEERS 8 SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 4 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDMDUALSURV00028_IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 'I ' 1"=30' DATE: 02-16-2019 PROJECT NO.: 00026 1 5-4- t, (r I l Ges APPROVED AS NOTED Blower door DATE: B.P.# -t- q, and ductwork FEE: �� BY: testing required, NOTIFY BUILDING DEPARTM T AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Must provide Manuals FOR POURED CONCRETE - D J and S SS per 2. ROUGH -FRAMING & PLUMBING P 3. INSULATION NYS Energy Code 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE lire separation REQUIREMENTS OF THE CODES OF NEW required as per YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Code TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL ONS aNSPECTION REQUIRED SOUTHOLD TOWN PLANNING BOARD LU IUVV PLUMBER,CERTTIFICA TION O !'LFAD'CONTENT BEFORE GERTIFICA. TE•OF OCCUPANCY S0L'`DER1,VSE0.;IN WATER OCCUPANCY O -&t -, yks,y-TTtM-CANNOT USE IS UNLAWFUL LAX EED?✓ 0,'OF4% LEAD. WITHOUT CERTIFICATE OF OCCUPANCY P,LU ALL PLUMBING WASTE &•WATER LINES NEED`i'' DRAINAGE INSPECTIONS ARE REQUIRE® BESTING`BEFORE C01/ERING Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. 1 DO NOT ^RnCE=0 WITH ;uRVEY ')CATION-; HAS SEE iV APr .' MOVED -�; r, ,,^•- Tri •.�.'Gay ;t ' ase` "e GRCH ARCHITECTURE PC >k;;a 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 :'r a.',.,.kt- 4f. h.:.'SS' r«e}^..4„y�.:•,.t^..i.-'d`Y .>R+.��.��r! WWW GRCHARCHITECTURE.COM (631)864-3395 March 12,2018 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 wale' 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. Respectful submitted, ®ARC, i GI e Nerve ,AIA, LED AP Ari ipal �t r TABLE R405.1 R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic (- Properties of Soil Classified According to the Unified Soil Classification System 1- ^ � 2017 YORK STATE U 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 W SU PUBLISHED JULY 2017 EFFECTIVE OCTOBER 31, 201 a roximatel a ual areas. Where the assembl is enclosed b a floor membrane above and a ceilin membrane below, draftstopping shall be provided in R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation n foam plastic materials. Z 2017 NE�V YORK STATE CODE PPLF�IIIENi ( , pp y q y y 9 UNIFIED SOIL VOLUME W 0 7 YORK $TATE ERGY A CO IUCTK?N CODE floor-ceiling assemblies under the following circumstances: R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION CHANGE o 2 1 NE� EN WNSERV TSI bear the label of an a roved a enc showin the manufacturers name, the roduct listin , roduct identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2017 NEVA YORK STATE ENERGY CONSERVATION CONSIRIUCTION CODE SUPPLEMENT (FORMERLY KNOO AS THE 2016 "ECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. PP 9 Y 9 p 9 P SYMBOL CHARACTERISTICS POTENTIAL EXPANSION U � � that the end use will comply with the requirements. y R 302.1.12.1 Materials. Draftsto In material shall be not less than 1 2 inch sum board, 3 8 inch wood structural anels. cw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 2016, EFFECTIVE OCTOBER 31, 2017) PP 9 / gYP P R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FINES GOOD LOW LOW 0 4} 1 ! , � 2016 "RC (2015 IRC 2ND PRINTING) barrier of not less than % inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, rr '' U 2 2016 NYSEC (20% IECC 2ND PRINTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE oR No FINES GOOD Low LOw Z nV TTTLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GRouP sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW _0 W Exce tions: LITTLE OR NO FINES -t�___�' L p rn � SECTIOIN R101 P 2. The space is entered only for purposes of repairs Of maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, ~ T � U) r U .rte' E 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 LITTLE OR NO FINES GOOD LOW LOW U N� U > - rn inch gypsum board. , GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW = Q) •C p. W .#_ N} SM R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers ar installed in the perimeter foist space without SILTY SAND, SAND SILT MIXTURES GooD MEDIUM Low F•- N-D z replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3y inch. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW ZO L �'a M lane in het ht. 2. The densit of the foam lastic shall be in the ran a of 0.5 and 2.0 ounds er cubic foot. Q W r �"' P 9 Exceptions: Y P 9 P P ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U N 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 = , `" m 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. GRouP 2 accordance with ASTM E 84 Or UL 723. SLIGHT PLASTICITY ❑ U M ao sU ortin a surchar e. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, N PP 9 9 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average MEDIUM LL M GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM cfl illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS To Low to R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. �.! 2 building official shall require on inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum IZ 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 ; 1 Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. y 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: f t 8 inches above an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or i ther that fasteners and service o enin s. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 ee y Z Continuous Insulation: Insulating material that is continuous across all structural members without thermal br dges o P 9 � fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 30 inches at the showerhead. _0 ilin fan sto . 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 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an alpproved drainage system. P- tween the floor and ce o Exce tion: A r i Mezzanine: An intermediate level or levels be g y ry p d a nage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according (� ile of the coastal mean hi h water line where the ultimate desi n wind s eed finished floor. I I ibl nd d 'n o iti to the unified Soil Classification S stem Grou I Soils as detailed in Table R405.1. Windborne Debris Region: Areas within hurricane prone regions located with n 1 m g 9 P R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification sha I be e e a lace I a son y p � Vult is 130 m h or reater. 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 9 P P ( ) P 9 of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � Glazin Ad'acent to doors. Glazin in an individual fixed or o erable ane) ad'acent to a door shall be considered to be a hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section R406 Foundation Waterproofing and Dampproofing � R308 4 2 g g P P 1 stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to R301.1.1 Alternative tabs s t r an alternative ne the requirements in Section Rtion the following standards are permitted subject to the limitations l this code e f he lazin is less than 60 inches above the floor. P bottom exposed edg o t g g R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls ithat retain earth and enclose interior Z n r the desi n shall cam I with the International Buildin facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a and the limitations therein. Where engineered design is used in conjunction with these sta do ds, g PY 9 1. Where the lazin is within 24 inches of either side of the door in the lane of the door in a closed osition. 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 0 Code. . 9 9 P P monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. U 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. 1. AF&PA Wood Frame Construction Manual (WFCM). (201.5 EDITION) door. Section R321 Elevators and Platform Lifts 0 9 p 9 9 g p l R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) f1 R308.4.6 Glazing adjacent to stairs and ramps. Glazin where the bottom ex osed ed a of the lazin Is less than 36 inches above the lane of the ad•acent Elevators. Where rovided assen er elevators limited use and limited a lication elevators or rivate residence elevators shall cam I with ASME R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walkin surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. R 321.1 9 P P 9 PP P PY heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. A17.1 CSA B44. F- conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only / The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. M Exceptions: 0 ` ' J demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. /� system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. Z Q v J R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents withiin 3 feet of each corner of Section R IN Emergency Escape and Rescue Openings R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. MENTS E I SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND [4 R301.2.1 Wind design criteria. Buildings and portions thereof shall) be constructed in accordance with the wind provisions of this code using the ultimate design wind UNFINISHED BASE Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16"' by 24". speed in Table R301.2(1) as determined from Figure R3(01.2(4)A. RESCUE OPENING PER SECTION R310. (Egress window & window well) and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blockin and subfloorin . Blockin for fastenin anel ed es or fixtures shall be a minimum of utilit rade lumber. Subfloorin shall be wood 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, including basement, and excluding any unfinished flood-resistant g 9 9 g p 9 Y 9 9 ( A I N RIT RIA R310.2.2 Window sill het ht. Where a window is rovided as the emer ency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. F4 CLIMATIC AND GEOGRAPHIC L DES G C E 9 P 9 R502.4 Joists under bearin artitions: Provide 2x full de th blockin 0 48" o.c. max. where beam is not located under wall to allow for In or vents. ~i / , 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. 9 P p g p p g r`� GROUND Wind Design SEISMIC WINTER ICE BARRIER Air Mean Window wells. The horizontal area of the window well shall be not less than 9 s uare feet with a horizontal ro ection and width of not less than 36 R502.6 The ends of each o st, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches on FLOOD I R3102.3 q P 1 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing 1 9 / 9 O SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN REQUIRED NT Freezing Annus appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. ." TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. A LOAD (mph) Effects Wind bourne CATEGORY WEATHIERING DEPTH TEMP REQUIRED Index Temp w R3102.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. � Region Debris window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-lominated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these MODERATE SLIGHT TO 10 R3102.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. 0 20 130 NO (B) SEVERE 36" Yes X 1500 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 wiring systems are permitted R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design m Exce tion: A drains e s stem for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional where required by the statues of the jurisdiction in which the project is to be constructed. R301.2.1.4 Exposure category. P 9 y R 322.1.7 Protection of water su I and sanita sewn e s stems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate w 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous close) s aced obstructions havin the size of sin le famil dwellin s the United Soil Classification System, Group I soils, as detailed in Table R405.1. PPY ry 9 Y P PPY Y 9 ❑ O P Y P 9 9 Y 9 infiltration of flood waters into the system in accordance with the plumbing provisions of this code. or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. Section R506 Concrete Floors (On Ground) 1 R 322.1.13 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the 2. Exposure C. Open terrain with scattered obstructions Ihoving a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 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 artiall obstructed area. Includes flat o en count and rassland. R311.7.1 Width. Stairwa s shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone, crushed concrete or crushed blast-furnace sla assin P Y P ry 9 Y R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 9 9 9 9 P 9 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 I1h inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. feet from the unobstructed area. includin treads and landin s, shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are rovided on 1. Be used solely for parking of vehicles, building access or storage. U 9 9 P 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel) mixture soils classified as Group I both sides. according to the United Soil Classification System in accordance with Table R405.1. tairwa s shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured - � R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.2 Headroom. The headroom ins y on the exterior of the enclosure walls. R506.2.3 Vapor retarder, A 6 mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less thaln 6 inches shall be placed between H bearin wall stud het ht ermitted b Table R602.3 5 . Individual walls or wall studs shall be ermitted to exceed these limits as ermitted b Cha ter 6 R311.7.3 Vertical rise. A fli ht of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q 9 9 P y ( ) P P Y P 9 R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: (- provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. U) Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 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 U resist wind loads shall be in accordance with the Internaitional Buildin Code. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. � g Section R602 Wood Wall Framing Z R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 � inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade W 1 .8 Handrails shall be rovided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1)) through R602.3(4). Wall sheathing R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R3 1.7 P (led in doors and windows• doors and windows without installed o enin s do not meet the re uirements of thi shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). 2 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 insta p g q s Z) 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. 0 _ 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. 0 accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 1. Where a fire sprinkler system in accordance with Section) P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 241 inches, Each tread shall have a depth of not less than 64 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 Sectiorn P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall 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 Ramps. 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 oricolumns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE 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 R on Mezzanines EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION _ FASTENING (a,b,c,d) TYPE R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN ,,GISTS OR-RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than'24 inches abovll the finished floor andhgreater located. FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window sha comply with one of 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL LLT ti ti WALLS R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ ry N ry ri ti `- N NOT FIRE-RESISTANCE RATED >-5 feet following: R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, OVER PARTITIONS o � N N ei c+i C6 PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that Will not allow a 4 inch diameter sphere to pass through the opening where the opening is In its largest opened columns and posts. - position. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL TABLE R302.1(2) Exceptions: EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 1. Mezzanines or ortions thereof are not re uired to be o en to the room in which the are located, rovided that thea re ate 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. P q p Y p 99 9 THREE 10D 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 THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL R3122.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 2. In Buildin s that are not more than two stories above rade lane and a ui ed throw hout with an automatic s rinkler s stem in accordance with EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 9 9 P q PP 9 P Y release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. R ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet b Section R310.2.1. RAFTERS an WALLS NOT FIRE-RESISTANCE RATED 3 feet Y TWO 16D COMMON. END NAIL z � Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL g g R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z O z z w N W deck or slab. The fire-resistance rating shall extend thle full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O o o �- O o z w assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL co 5 5 w 5 5 a Q V) R302.2.2 Parapets for townhouses. 130. 1. The parapet 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 het ht of three stories above rade shall be a ui ed 12. TOP PLATES TO TOP PLATE 161 COMMON N 16"0/C FACE NAIL w m m U Y 9 Y Y 9 9 9 9 q PP 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 on automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24" IJIN IAP SPICE EACH SIDE OF JOIM) FACE NAIL ASTM E 108 or UL 790 and the roof decking or sheathiing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet 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. 14. BOTTOM PLATETO JOIST OR BLOCKING (NOT AT BWP) 16D AT •16"O.C. FACE NAIL o Section R403 Footings c\ each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a cam tete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, cls a sand, silt ravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT'16"O.C. FACE NAIL o P 9 9 P 9 / 9 Y Y Y Y 9 io of dwellin units where the N than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall ar Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor pat s g clayey gravel with a presumptive design load bearing value of 2,000 PSF. Da not place footings on soil that consists primarily of clay or silt or have 16. TOP OR 60T10M PLATE TO STUD TWO 16D COMMON. END NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their an inor anic material or fill. 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior Y 9 FOUR 8D COMMON. 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 open wood joist construction. R402.2 Concrete: A 28 day minimum compressive strength (f'c) t required at the following locations: 17. TOP PLATES,LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment (� rating. The wall shall be rated for exposure from both sides. 21. JOIST TO SIL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL � 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. Section R314 Smoke Alarms 22. RIM JOIST U BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"O/C TOE NAIL Z Exceptions: R314.1 General. Smoke alarms shall con I with NFPA 72 and Section R314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. W PY 27. BUILT UP GIP?ERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 0 1. Foundations supporting exterior walls or common walls. R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% ( ) 9 R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL O j_ 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. 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. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and --I p Y 9 9 Y 9 P Y 9 R314.3 Location. Smoke alarms shall be installed in the following locations. W w fire-resistance rutin where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor ceilin and wall assemblies shall extend to and be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all woad foundation wall sill plates shall be anchored with Y inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior � Y 9 / 9 1. In each sleeping room. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches Into concrete and located in the middle third of I � U iii tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 8D COMMON (SUBFLOOR) supports (see note f) W w 2. Outside each separate sleeping area in the immediate vicinity of th�� bedrooms. the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and � � = Q Exceptions: 4. Smoke alarms shall be installed not less than 3 feet 914 mm horizontal) from the door or o enin of a bathroom that contains a bathtub or shower. t ( ) Y P 9 located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Z U o lA fire-resistance rating of /z hour shall be permitted in buildings equipped throughout with on automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in 13 connections shall gave minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), 0 a location required by Section R314.3. TABLE R404.1.2 1 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. 4 R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies ( ) W .- shall have an a ual or reater fire-resistance rutin . 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. d. 4-foot-by-8 ,Cot or 4 foot by 9 foot panels shall be applied vertically W rl q 9 g Minimum Horizontal Reinforcement for Concrete Basement Walls R302.5.1 0 enin Protection. Hone comb-core steel doors not less than 1 3 8 inches thick, or 20 minute fire-rated doors, a ui ed with aself-closin device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 w p 9 y / q pP 9 cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. from garage into habitable space: 45 min. fire rated wiith self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ R302.5.2 Duct Penetration. Ducts in the arae and ducts enet:ratin the walls or ceilin s se aratin the dwellin from the arae shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) 9 9 P 9 s P 9 9 9 9 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section 58 WA R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 w = No. 26 gage sheet steel or other approved material and shall not have openings into the garage. ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE LL STORY 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 NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: tit c) Where designed by in accordance with accepted`engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, CD Attachment of gypsum board Shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 12 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maxinnum wall height of 18 feet when � m R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 inches on center and 20 feet where spaced at 12 inchFs on center. z z R302.6 1 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 � � Q R302.9 Flame S read & Smoke Densit Index. R309.2.1: Wall & ceilin finishes shall have a flames read classification of not reater than 200. R30.9.2: Wall & Ceilin 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 U p y g p g 9 TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (' � � to finishes shall have a smoke developed index of not greater than 450. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Nlotching & bored hole limitations for fA 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 1 R302.11 Fire blocking shall be provided in wood-framed construction in the follOWing IOCatIOnS: 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 ,GV Af LC 1_ In concealed s aces of stud walls and artitions, includin furred s aces and arallel rows of studs or sta ered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. p / P P g p P 99 2. The dwellin unit has an attached ora a with an 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 �t r C �j. 1.1 Vertically at the ceiling and floor levels. 9 9 9 P 9 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER F00T OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) _0 0 i 'SF �� 1.2 Horizontally at intervals not exceeding 10 feet. (FEET•) (FEET) Do not backfill with any soil containing silt or day. + li- 'pI 0 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cave ceilings. 915.2.3.1 One Family Dwellings. WALL THICKNEss (INCHES) ,�� Z 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. 8 10 12 W I at:a: -C * : 4. At openings around vents, pipes, ducts, cables and wvires at ceiling and floor level, with an approved material to resist the free passage of flame and B 7 NR NR NR 2 products of combustion. The material filing this annulalr space shall not be required to meet the ASTM E 136 requirements. 9 6 5 0 41 NR NR h C) { � 5. For the fire blocking of chimneys and fireplaces, see, Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 9 6 0 41 5 ® 22 NR � t.." 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. 238 �� R302.11.1 Fireblocking materials. Except as provided in Section R3i02.1, 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. ❑ OF N��j.1 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 Y8 inch. 2. Two thicknesses of 1" nominal lumber with broken lop 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 UMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2 0 1 6 0 2 3 5. One half inch gypsum board. 6. One quarter inch cement based millboord. W 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. UNIT 6 Ul �1 IT 5 SHEET NUMBER 2 IZ Z (B- 2 ALT- 2) (MOD►EL B- 2 ) W 0 COPYRIGHT GRCH ARCHITECTURE P.C, 2017: ALL RIGHTS RESERVED li 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 I D E N T I F I ATI 0 N SIGN W Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: Z I N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS ;__q ULTIMATE DESIGN �'9 MINIMUM NAIL PANEL NAIL WIND SPEED v ult 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 o 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 /OR TIMBER CONSTRUCTION � 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 WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: 6" DIA. O �� SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED 6 (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY Y PP 9 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 - ` RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) #187 v .- 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. 2 - B C D TABLE N1102.1.2 (R402.1.2) Z ^ � 8d Insulation and fenestration Requirements b Component 3. Other approved materials. O W � � rn m COMMON 1.75 24/16 7/16 16 6 12 t7o too 135 q y p Aplastic pan shall not be installed beneath agas-fired water heater. 0 v R602.3.5 Braced wall ane) uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including Stories below to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL ~ � , p p p p pp ( 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering u-FACTOR SHGc R-VALUE R-VALUE R-VALUE DEPTH WALL -� R-VALUE Section U101 Scope z EFLECTIVE � Q o ractice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. RWHITE ;+_+ w w>- P 4MAR NEE T 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 (n � d a;Z _ R802.11 Rafter or truss uplift force. Section U102 General Definitions 1/4" Z " i Q•f i� 0) For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does 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" 0 Q Lu m Cl) Span (ft) 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of photovoltaic or solar thermal system. 11. TRUSS IDENTIFICATION SIGN STROKE _ r- m to Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH t9 NYCRR 1264 ❑ V " 0D Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER, WITH A STROKE WIDTH OF 1 2.THE SIGN BACKGROUND SHALL BE REFLECTIVE WRITE IN W SID, R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. n Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE `V and shall penetrate the wood not less than 5/8 inch. 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back = R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM (PMS) 1187. ;4 d R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, 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 NI 102.2.8 (R402.2.8) Floors. Floor insulation so maintain permanent con lframing-cavity ilatihall be installed to tact with the underside of the subfloor decking. o total floor area less than or equal to 2,000 square feet (185.8 m) per dwelling shall have a solar-ready zone area of not less than 150 square feet s SECTION 1265.4. SIGN OR SYMBOL N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall dawn to 10 feet (3048 mm) 13.94m2. 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 the manufacturer's recommendations. ( ) Y POR below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. TO THE EXTERIOR E THE RESIDENTIAL STRUCTURE: PROVIDED, HOWEVER, THAT: IS AFFIXING THE SIGN TY TABLE R702.4.2 is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC 80X,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 U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX, THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 0103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder SIGN OR SYMBOL REQUIRED IC THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE O NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C-1325 location or main circuit location. WOOD ROOF TRUSS SPECIFICATIONS: U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. =) Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W' SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES Air Barrier and Insulation Installation is required for each cars ace in a garage. W a,c (Inches) ABOVE ABOVE ABOVE . q P 9 9 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 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' 4'-6' 3'-O' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) L4x3x1/4 8'-0' 5'-0' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. L5x3.5x5/t6 t0'-o' 8'-0' 6'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY O + S (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) L6x3.5x1/4 t4'-0' 9'-6" 7'-0" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) O BE SEALED. ILL M 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. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. Qi� C) R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED INROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: zF-1 DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. 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. 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 Flashingat foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized Or plastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION g ( ) 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 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) � e ( ) FOLLOWING INFORMATION: feet (3048 mm) to a building on another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. �� 1- (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION OF ALL JOINTS. �/'_�, 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 Exception: Walls perpendicular to the line used to determine the fire separation distance. ) O R703.8.2.2. Support b roof construction. A steel angle shall be laced directlyon to of the roof construction. The roof supporting construction for the steel angle shall THE DRYWALL. With no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. PP y g p P pp 9 9 SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. n � 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 UNINHABITABLE ATTIC W 0 STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. H r�1 �..9 anchored b the use of two 10d nails at eve wood studspacing. 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 / Floors and Ceilings w/ brittle finish L/360 W y every9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITAIBLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. R703.8.4 Mason veneer shall be anchored to the the supporting wall studs with corrasion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with plaster or stucco finish L 180 4.6. CONTROLLING WIND LOADS. _0 Masonry Ph 9 p / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. r /1 veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie Size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMA',TE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m \+ J = 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 EXPOSIURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. ��.•// P 9 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ w 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 Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O 7 .8.5 Flashing shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other points of support., C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R 03 g masonry 9 P PP Lintels supporting masonry veneer L 600 including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUIMPTIVE LOAD-BEARING VALUE OF SOIL: 2,oOOPSF Per TABLE R401.4.1 PP 9 Y / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. > �r R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. � r 1 of buillding footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. /( v Systems &i `'�I I R801.3 Roof drainage. All dwellings shall have a controlled method off 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. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSS SPECIFICATIONS: I- R802.1.5.4 Labeling. Fire-retardant treated lumber and wood 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 WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q ..� g y y P P Y Door And Window Required Design Loads: CODE. � R802.3 Framing details. Rafters shall be framed not more than 1 h 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 dawn 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 I with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F- U At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) 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 NI103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) 2 that point. Where the roof pitch is less than three units veirtical 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 WINDOW/DOOR SQFTAREA WIND SPEED WIND SPEED D = DEAD LOADL = LIVE LOAD ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. . . , , 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 withQ accepted engineering practices. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of Ducts where 3 inches (76.c ted in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 Exception: Ducts or portions thereof located completely Inside the building thermal envelope. TRUSSES SHALL HAVE A MAXIML'1�1 LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". specifically considered. p P P Y 9 P 100 S.F. +15.5/-19.0 +18.0/-22.0 shall be supported lateral) b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions pp y y Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. adjustment coefficient in Table R301.2(3). FOLLOWING INFORMATION: 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closures stems shall not be required for 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 9 p ( ). Y q 4.1. TOP CHORD LIVE LOAD CR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. r_ r r ti 4.4. BOTTOM CHORD DEAD LOAD. r` ti N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 109F (41'C) or below 55'F (13'C) shall F- of o r` A B B R EV ATI O N S 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N CV N M ti Il) be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. D 04 I ni I ri ai co R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT D.S. a 6. EACH REACTION FORCE AND DIRECTION. 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.,. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY p 9 DTL DETAIL LT. LIGHT REINF. REINFORCING, N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE LOCATED SIZE, SRELATIVE IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code as amended), the 2015 International Residential Code as amended), or the New York Cit Construction Codes, as applicable, or with other approved EA. EACH LVR. LOUVER RNG RANGE 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access ( ) ( ) Y PP PP A.F.T. ABOVE FINISH TREAD .O. ROUGH OPENING R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilations stem is not operating. ELE EXPANSION JOINT L.T.LTLAUNDRY TUB 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 9 g 9 Y P YALUM. ALUMINUM R. RISER inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEC. ELECTRICAL 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ELEV. ELEVATION MAS. MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Section N1104 R404 Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. z z framing members to the underside of the roof framing members. ( ) 9 9 y EQ. EQUAL MAX. MAXIMUM S.C. SAWCUT The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall ARCH. ARCHITECTURAL EQUIP EQUIPMENT SCHEM. SCHEMATIC 9 P ® AT MDO MEDIUM DENSITY OVERLAY DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE � 0- be Z a - high-efficacylam s. Exce tion: Low EXP. m rn 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 p p EXPANSION SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. to N MECH. MECHANICAL z z z O z z Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. EXT. EXTERIOR SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR;-CEIUNG ASSEMBLIES UNDER THE O O O [ O O z H w - access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: U U Q coQ � BLDG. BUILDING > a_ M.O. MASONRY OPENING STAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS > > > W > 5 � located in attics. Section M1305 Appliance Access BM BEAM S S STEEL MATERIALS: DRAFfSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w m ; U M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL STL. Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SSTRUCTURAL 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.SP. SUSPENSION tO 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 SCD SLIDING GLASS DOOR c` roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE + TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N R 902.4 Rooftopmounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured CL CENTER LINE F.R. FIRE RATED O.C. ON CENTER TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. P P OPER. OPERATOR tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FIRM FRAME T & G TONGUE AND GROVE + TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS INSURE TIGHT FITTING JOINTS. r R 903.2.1 Exposed wall flashing blhe flin 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 IS RESPONSIBLE FOR THE MEANS AND �/ J p 9 re quired to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the ^CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TYP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE F_ R 905.1.2 An ice barrier water shield shall be installed per manufacturer's specifications, to maintain product warranty. Carry down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and GA. GAUGE Z P4 / COND. CONDITION OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE TO GOOD PRACTICE FOR typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED ( ) W CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. U higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with U12158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR g CONST. CONSTRUCTION 1/S ONE SHELF TRPL TRIPLE + TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. �.. � than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-0' is required between air exhaust terminations and openings into the building. CTSK. COUNTERSUNK GEN. GENERAL 4 THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O } 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. 133 For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. PC POURED CONCRETE J 0 C.O. CASED OPENING GYPSUM U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W w Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L. GLUE LAM PBD. PARTICLE BOARD slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER PL. PLATE Y underla mentapplication 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 VERT. VERTICAL W U W PNL. w y q HDWR. HARDWARE PANEL V.I.F. VERIFY IN FIELD R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 C.M. CEILING HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: D �....� U o 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, complyingwith ASTM F 1667, of a length to C.M. CROWN MOULD gage [ { )] / ( ) 9 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than PF. PREFABRICATED WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z C.R. CHAIR RAIL HD.WD. HARDWOOD W/ penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 % inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR WD, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. (D9 less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches 51 mm to each side of the framing member. Where D DRYER 3. The electricals stems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. � 4 p p g ( ) 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 framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general nates unless otherwise noted on plans or product specifications. LU [j] v inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. `�' or into the utter. Where siding is provided on the vertical sidewall onto the roof or into the utter. Where siding is rovided on member. DIA. DIAMETER P.T. PRESSURE TREATED 9 9 P g 9 p 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 ❑ the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE recommendations. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterfloshing shall be DN DOWN G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of DR. INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any IOU � provided in accordance with Section R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DOOR I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. J !� � R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any DWG JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /4 Inch (6.4 mm) below the roof sheathing DRAWING and extend u back onto the roof deck not less than 2 inches 51 mm . Drip edges shall be mechanically fastened to the roof door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. Z m KSI KIPS PER SQUARE INCH P ( ) P g level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall deck h no more than 12 inches (305 under t o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z � � U drip edge along rake edges.over the drip edge along eaves and under the d p g g g into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the some character as for similar 0 O O ca termination clearance. GRAPHIC SYMBOL 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 R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with on input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and supplier's recommended W ��� C and 4 of this code. the building. installation procedures. I� �� av_RT �� R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less STRUCTURAL CALC. REFERENCE .r ticc F ® 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 C� than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust )()( L � DETAIL REFERENCE including weatherozation, water proofing and framing with respect to the construction documents. , 4v g m 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 )()( �, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS'), 8 NYCRR 69.5, ENTITLED Z FLOOR FINISH CHANGE `�" _< ' Section R1 004 Factory-Built Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. I- "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 614.5 Der exhaust duct ower ventilators. Domestic dryer exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in dryer exhaust built fireplaces shall be tested in accordance with UL 127. ( ) Dryer P ry p ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. x« ®¢r� duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace O DOOR / HARDWARE TYPE (",io system has been specifically tested, listed and labeled for such use in accordance with UL 127. X XX R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings _ _ _ BUILDING SECTION ❑ „_NE�� 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 X XX in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required �= PARTITION TYPE ' Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. � JOB 6BER 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 marlkers that are installed at least one for every 300 square feet (28 m2) throughout O the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height.. Each marker shall face the attic access opening. Spray polyurethane foam W SHEET NUMBER thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 6 UNIT 5 Q 2 - a. r_,'" 2Z (B- 2 ALT- 2 ) (MODEL B- 2 ) W R 01 I ___ - . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 11 - - WHEN NOT ALIGNED WITH RAFTER, W (fr10 X 24"MM GONNEGT KING STUDS TO TOP PLATE ~ C , ATTAM TO EA611 PAIR ROOF FRAMING 2x4 OR 2xb W WRAP I-I/4"X22 6A.6ALV.COIL STRAP CS-W X a'MM. OF GPP05I%RAFTERS OVER TOP OF TOP PLATE AND NAIL 2 o ATTAGM TO EACH PAIR 2x A60 LEDGER H/2-3/5"x5" LAO DBL TOP PLATE CRIPPLE STUDS Z) Or OPPOSING RA9 ER5 ROOF RAFTER, I6"D.G. C.) Q ROOF RWTER, E30LT5® I6"OG INTO STUDS 5EE PLAN 5Ee PLAN 2X BLOGKIN6 �� U ` SIMPSON 5TRON6-TIE 0 ( w A35 a EVERY RR AT 2 END BAYS 2X4 STUD WALL OR GEILIN6 JOIST OR 6W/5TRON�GBATGK5 o (nf° SIN P50N STRONIG 5fvf 50N STRONG ° - - 51N1P50N STRONG TIE H2 812 NAILS -TE M2.5 -TE M6 TRUSS BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. _ RIDGE STRAPS 5N1ALL pE ATTACYED TO EACH PAIR OF CPP051NI6 RAFTERS. ALTERNATE TO RIDGE STRAP: SIMPSON 5TRONG-TIE I ~ T ) r TYP. 8d NAILS TYP. H3 ig EVERY RR RAFTER TO STUD AND KINGS (EYLEPTION RV6E STRAPS ARE NOr REgjREP WHEN(0.UR TIES 6F PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) _ • (1 N F'OR USE WEN 5TUDS APD L15E IN 6"INATION ONLY WEN S•NDS NO UP ER T IRDS RAFTER)SPACE G5-22 STRAP AT rn a4 Z - NY.MRJAL ab OR 2X4 Llh1DFR ARE LOCATED IN Tit I)'f'ER THIRD GF RE � �= �N} 'RAFfERS ALIGN JWTER5 DO NOT ALIGN V �' = co� ATTIC SPACE AND ATTAOV TO Wit PAIR OF RAFTERS W/4-IOd NALS W L5U26 FOR 2x6 RR EACH STUD,SEE _ LS026 FOR 2x8,2x10,OR 2x12 DETAIL 4 EADER Z O Q Uj C 24 FRAMED OP 6 co � U ti N 00 R WIN OR M SIMPSON STRONG-TIE 2x4 OR 2xb E OR DOOR i �RIDCE 5TAP DETAIL / RIDGE STRAP DETAIL LU25 ® EVERY GJ 5TUD5® Ib"O.G. (FOR OATH.GLC-75 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) NO 5PEGIAL FT _ 2 LOCATE AT EVERY RAPTER BOLT® I6' OG INTO STUDS 2x Ar-O LEDGER H/51b"x5l" LAG I�NHI5 AREA REQ a 22 5fvP4 N STRONG SIMPSM STRONG STRAPPING ]D BEI 4/ . LGA. -PE LT5 TIE Md / 6ALV.,SEE DETAIL 4/121.ALL STRAPPING gW50N STRf.Tl6 SD NAILS T tP.9 1012 MAY it UTP F*FLO / / ABLE EW �L TO BEAR A MIN.OF 10"ON FRAMING. -TE MV OR MIOS OrER I/2"SIfATMMS 15 USED. / PV INCH 'ROOF t7 C SD NAILS TYP. / pM U b w�1 STuvs AFD 115E IN GOhBINATION ONLY Wf31 S1UDs AND qI 00= STRAPP I NC DETA I L I I DETAIL AT ATTIC ,RAFTERS ALIGN DO Nor ALI6N Z N.TS. N.T5. � STRAPPING TO RUN ONTO RIM JOIST,SEE �- DETAIL q/DI(ONE STORY)OR ONTO STUD U URRI DANE TIES AT WALL BELOW(TWO STORY) � ROOF RAFTER H z N.T5. LOGATt3:AT EVk3?Y ROOF RAFTED? ATT I G ° N 5TRAPP I NC DETAIL 0 1 ° 51MP50N POST CAP GGQ3-4, I2 AOR FRAME GONNEGTI ON5 ° 115E UZgQ -4 AT ENDS DI N.TS. W LJ J 2ND FLOOR Msrc4sl>3 Z M / PREAPE1JT M x 2x PROVIDE 5'06°X3" HASHER PLATE AT ALL ANCHOR BOLTS 4-Ibd FADE NAILS FROM STRAP OR 4x KING STUD INTO HEADER MSrca�3 5EGURED BY WOOD SILL PLATES. COLUMN POST TOP ANCHOR PPFZ� srARr NALS 5IMP50N PAB OR 56 ANCHOR BOLTS MAY BE USED IN LIEU OF W THREADED ROD W/WASHER PLATE. END LFIJ6TM NTS• LOCATE AT E'1/132Y GOLLJMW/6IRDE92 GONNE3GTIONI I-I/2"lP FRGM PROVIDE 3"X6'X.036'6ALV.STEEL PLATE I U 11"MIN. END OF 5T1p b 812 NAILS AT CORNERS AND INTERSECTING (4)NAILS MN. IN NALS WALL5. 3'X12"X.036'6ALV.STEEL PLATE W/ f2"LF1JGiYl ) -r �--NO NALS 12-8D NAILS AT AT BUTT JOINTS IN STRAIGHT 5IMP50N L5TA12 5TRAP W/ aEAR SPAN WALLS WHERE THERE SINGLE PLATE OR HEADER 5-IOD NAILS EACH END AT I 2Xb KING STUDS(U.O.N.): EACH JAGK STUD ~� (UT Lf%T'H \ / ACE z 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO b FEET BEA NAILS TWO FOR SPANS 6 TO 12 FEET 2_7�g" 5/5"0 A301 ROD THREADED b" BOTH ENDS. THREE FOR SPANS 12 TO 16 FEET 2X6 JACK 5TUD5 N.O.N.): M?M MIN.END PRE-PENT o 3/4" AND I" ROD AT 5IMP50N STEEL STRONG WALL,SEE PLANS 12-160 MIN.NAILS ONE AT 5PAN5<6' DISTANCE Tl$" END LENGTH 8oNAIt5 AT ALL SPLICES TWO AT 5PAN5 FROM b'TO 12' n"MM IST FLOOR _ IUNLE55 NOTED OTHERH15E ON PLAN ua I SIMP50N POST BASE N 3 THREE AT SPANS>12' (4)NAILS MN. M ABU44 OR ABU66,SEE PLAN 2 X/8 X3 WASHER PL W/NUT EACH 510E m a" NAIL,LMTN. IN C5 22 COIL STRAP I UPPER STORY SHEAR 1 - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR HALL. o W FLOOR TO FLOOR TIES I ` FORBELSET ET BAGK WALLS HDU HOLD-DOHN5 AND 51RON6 WALL 1/2"0 HOOKED ANCHOR BOLT W/T DOUBLE TOP HALL PLATE 5PLIGE DETAIL HEADER GONNEGT I ON N.T5. W ATE32 AT e,/MY STUD \ 2 d / \ FOUNDATION MINIMUM EMBEDMENT OR EXPANSION 13 H.TS. I-T I✓ IV NOTE. I \ BOLT W/5"MINIMUM EMBEDMENT N.TS NT5 60L STRAPS LWER 611EATHW PROVIDE:Sd ClM"ION (ON x 25"LDN6)NAL5. OOL 5MAPS M 6¢ATHW:)PROVIDE:IOd(ZIAvON(0131 x 3'IAN6)W1L5. I \ \\ GOLUMN POST BOTTOM ANGHOR ALLOWABLE HOLES - \ NTS. L.OGATE AT EVERY COUM 61IRVIE R GONNEGTION czar RArrErz ANGIIGRED U) \ TO�Nur KLEY K NAtID SD NAIL®b"0/6 AT ALL PANEL EDGES 161) NAIL® 24" 0/C N- U 5d IALS LVL Headers and Beams Az HTR WFfM HIP RAFTER, 161)NAIL® 24 O/G )(6°05B OR PLYWOOD LVL W 51HP50N HGP HIP Micro am® I Rai RAFtfR SEE PLAN INTERIOR SHEATHING 1.3E TimberStrand(& and CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the t (4)NAL5 MIN IN /3 depth (� NOTE:WHERE 24"HI?E MINIMUM FULL HEIGHT I N„LENGTH hole zo a largest hole(minimum) 0 WALL RETURN 15 PR AADEO AT ENDS OF BRACED WALL LINE THE 800#HOLDOWN MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH I 1-3/4'MIN r LMTH (MM) SD NAIL®b"0/G SIDE)65-22 5TRAP5 PER DETAIL 4 IN LIEU OF I 5WWN BP WASHER J o o AT ALL PANEL ED6E5 INTERIOR d L5TA36 STRAPS SHOWN IN THE DETAIL. NAIL 5HEATHIN,9 TO o o b_ _ _ _ - - _ rr. 0 SILL PLATE W/8d 2XACQ SILL PLATE. DOUBLE G EXTERIORGYPSUM BOARD o 0 MAILS®4'0/G 51LL AT FULL BASEMENTS J �'MINIMUM 5/8 DIA.STEEL ANCHOR -- - - - Microllame LVL and 812 NAIL® 12'0/G AT ALL BOLTS MAX.2'-8"O.G.. 2x a Fur vAu EY Parallam®PSL EMBEDMENT EXTEND BOLTS MIN.T INTO 65-22 COIL STRAP 46K 6W TO Rk1N MEMBERS NOT AT PANEL EDGES allowed hole zone FDA.WITH T16HTENED NUT d �w middle%span 3'x 3"WASHER TO EACH BOLT. (2)1 x b AGft' SMPSON LTP4 PINE WULED TO PROVIDE TERMITE SHIELD 51LL 5A#a�GN GA STRAP 15/32"OSB OR #4 CONTINUOUS BAR 511 PATE INSIDE CORNER OUTSIDE CORNER L5TA36 W/10-lOd NAILS SEAL ANTU MAINTAIN 8"MIN. RM A1�D 5111 PATE @ Ib"0/G AT���� PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d LOCATED 2'TO b` VA1EY,AGK MfR6FGrs. ti INTO STUD ABOVE AND FROM WD TO FINISHED GRADE FROM TOP OF WALL NAL AS Ff1z rAe+F 3�wFG�z. PLAN VIEW PLAN VIEW tii ci BELOW(2EACH COf '� NOTE: General Notes a N N N M `� N LQ Tall=2,g80# COIL STRAPS UNDER SHEATHING PROVIDE:ed COMMON(0.131 x 25"LON6)NAILS.COIL EXTERIOR WALL TOP 0 . N N CO M (o � r SEE FOUNDATION PLAN STRAPS OVER 5HEATHINl6 PROVIDE:ION COMMON(0.131 x 3"LONG)NAILS. /1� �D HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR FAL5E VALLEY PLA-fE }�I GONNEGTI ON EXTERIOR CORNER DEPTH HOLE SIZE headers and beams only. �nd STORY CORNER �G�ON�NMEG�TO�R55 TYPICALANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE HALL FRAMING 43�" 1" • Round holes only ST�RAPPINO DETAIL � 5%z" 13/4" • No holes in cantilevers. 7%4"to 20" 2"LOCATE AT EVL32Y STUD T . 17 KTs 8 N.TS. N•T5• No holes in headers or beams in plank orientation. IAGATt-D AN.TS. AT10N AS NOTED N.TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations Z Z and tables. (0 N a co a N A MIMWIM OF TWO BRA GPM WALL LINES 114�IN EACH DIRECT10H OF A BULDM6. BWL5 SHALL NOT BE SPACED p�5rrW MD WNL OVATHM n n 0 0 0 0 0 2 Z J a g MORE THAN 60 FT APART. KM_L5 MN A BWL SHALL NOT BE OFFSET BY MORS THAN 4 FELT PROM A BWL" BWL LOCATIONS ARE NOTE: TO TGF or PGM(WNL r Lm��I� NOTE: TO TGF A'Pw WNL r U��I 5 > > W S2 S a N � nt�ICATED off F1�OR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE W R W W W om U SIMP50N DTTIZ HGlPM AT 66-W5P 6RAOED A BRACED WALL PANEL(BHP)SHAM OEM WITHIN b FEET OF EACH END OF A BWL, THE:DISTANCE BETYf$N ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ®i� WAl END PMEL5(TYPE A).M A5 RfAUIRD E DSMo OP BW"�'SHALL NOT BE:eREATM nM 20 FEET. TFPl2E S WL BE A MIMMIM OF'TWO BI'lf'ON EACH BNL EXCEPT AT AT DRAaP WALL PETALS G"D. ■ WALLS<I6 f$T LONG MAY HAVE ONE 48 OR LON16>9Z E11•P. BI"PY fiFtE TYPIGNIY GS-WSP SHEATHED BRACED WALL PANELS 3 I/2"WIDE LVL HEADER(SEE PLANT) o ®I 8-100 NALS AT DTTIZ (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BNP TYPES A CONTINUOUS TO OUTSIDE OF PANEL N ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BNP 15 REQUIRED. L / �. / / \ \ \ \ o BWP TYPES ARE INDICATED ON FLOOR PLANS. ® 3/8'm THREADED ROD ® GS-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL.MEET ■ CONTINUOUS IV4"MIN DEEP HEADER TO F- GONTINIJOU5 IIY4'MIN DEEP HEADER TO NOTE:WHERE 24"WIDE MINIMUM FULL HE1614T T}E MINIH M OP TAaE-R6CQJO5• NAIL 1(6 MIM1104 WALL OUTSIDE KIN6 STUD(SEE PLAN)- d OUTSIDE KING STUD(5EE PLAN)A d PANES.Be I- WALL RETURN 15 PROVIDED AT EN05 OF SHE-ATHIN6 WITH 8d NAILS a 6'10/G dV65I AND L2'0/G OVI.D)AND PROVIDE 2X w UA C5+6P BRACED WALL LINE THE 800# BLOCYJN6 AT ALL M&FPORM PANEL�. PROVIDE 800 POW HOLD" FASTEN 9'SHEATHING TO HEADER W/ � � FASTEN J'5HEATHIN6 TO HEADER W/ � � / W HOLDOWN MAY BE ELIMINATED. FM DETAIL W OR 20 AT ENDS OF BRACED WALL LRE'5 TMT DO HOT HAVE 812 NAILS®3'O/G IN EACH DIRECTION 812 NAILS®3'0/G IN EACH DIRECTION EME2 A2V MIMM)M FULL HEM WALL RETiIh'F1 OR A 4V WNIWIM BWP. 51HP50N L5TA24 STRAP ON BOTH 51DE5 AND � 5IMP50N LSTA24 STRAP ON UNSHEATHED � /� TRIM TOP OF PANEL AS REG TJ � r T�, 0 EACH OF HEADER TO JACK 5TUD W/I6-I00 NAILS =O FACE W/I6-101)NAILS / b-I/4"SD5 SCREWS 0- W m TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF 65-W5P GONTINUOU5LY SHEATHED BRAGED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 H- FASTEN TOP PLATE TO HEADER W/2 F J PORTAL STRAPS I/2'FROM EDGE ON 0 ROWS OF Ibd NAILS A 3"0/G Z ROWS OF Ibd MAILS®3"0/G Z WALL MIN PANEL BOTH 51DE-5(4 STRAPS PER PANEL) ; Y WALL AJAGENT CLEAR MINIMUM LENGTH OF / HEIGHT(FT) WIDTH "L" / W W HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL PANEL SHALL HAVE A LENGTH'L"OF NOT PANEL SHALL HAVE A LENGTH'L"OF NIOT SIMPSON GNW COUPLER NUT <64" 24" LESS THAN 16-FOR 8 FT WALL,IV FOR q LE55 THAN Ib'FOR ONE STORY AND 24'FOR 8 28` / / D 0 0 8 64"TO 80" 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32" 51MP50K 5145135TRON6-WALL 5B Z 80"TO 116" 36"■ X PIAN FOR ACTUAL LEN6TH X SEE PLAN FOR ACTUAL LEN6TH � 10 34" / PANEL,VERIFY PANEL 15 PLUMB (� <64" 21" GYPSUM BOARD "GB"BRACED WALL PANELS(TYPE B)SHALL BE d Q �_ II 38 / U) �i 4 3/8"d ANCHOR BOLT OR X 12 42" NOTE:DETAIL APPLIES TO q 64'TO 80" 30' 4W MINIMUM IN LEN661�♦I ON BOTH 5VM OF KAU PER TAaE (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER FLAN Q / BOTH ENDS OF HEADER W a �' ADHESIVE ANCHOR 80"TO 1161, 41" `8602105. SE Xs GYPSUM BOARD WITH bd GOOLETt NA115, LL u <64" 30" NAILS "TSO%06115)AND-POIC,(MLP). BLOCAM45 15 NOT 10 64"TO 80" 30" T `8 3affl;ID AT%l511PP 1ZW PANE-ED6E5 WEEN PARI-S AM BLOCKING AT PANEL E06ES BLOGKINl6 AT PANEL ED6E5 N 8o"TO qb' 38" INSTALLED HORIZONTALLY. PROVIDE JOIST OR TR 55 OR HU ' Partlal credit for panels 36"to 48"wide per 8602.10.52 HEI6FR BIAGKIN6 pIR6GTlY ABOh/E A?D BES OW TYPE B WA115. / BLOGKINl6 AT PANEL ED6E5 / �" "L" EQUAL TO- HMW ONE JACK AND KING STUDS ONE JACK AND KING STUDS TYPICAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD n ii FASTEN T/16'5HEATHIN6TOEACH STUD FASTEN 1/Ib"SHEATHINN TgOEACH STUD TWO KIN6 STUDS / Or > I2' r FRAMED FLOOR GYPSUM BOARD GB - TYPE B AND SILL W/812 COMMON NAILS®3'0/G AND SILL Wl 812 COMMON NAILS A 3'OlG r A STUCTURAL PANEL "CS-WSP" -TYPE A FASTEN I/6"SHEATHINI6T0 STUD (� NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS a 4"0/( w 11 L4 N.T5. PORTAL DETAIL"A'ONLY APPLIES SCREWS IN DOUBLE END STUD / Z U TO 2 FT TO 18 FT WIDE OPAPPLI5. 51HP50N HDU5 HOLDOWN W/14-1/4'5D5 5IMP50N HOU2 HOLDOWN W/b-1/4" SDS SCREWS IF N1O FLOOR ABOVE. Ur TABLE 602.10.3(1) BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2) WIND ADJU5TMENT TO HDU4 HOLDOWN W/10-1/4'505 PANEL TO 51T DIRECTLY ON TOP OF HIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOL REQUIRED LENGTH OF WALL BRACING. 2-I/2'm ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. �/ CONCRETE FOUNDATION WALL 5MdP50N DTrV MCIDOWN Ar(frWSP GRACED WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 21,X2"X3(v"PL WASHER I/2'm ANCHOR OR EXPANSION BOLT �� rD ARC ADJUSTMENT STORY CONDITION ADJUSTMENT OVER - - -- R ti WALL PND PANELS(TYPE A). MPU A5 REAURM CONT BASED ON SUPPORTING FACTOR #4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE 2-1/2'6 ANCHOR OR EXPAN51ON BOLT #3 TIE �� RT C /� ® AT N OEID WAl PETALS c AND D. STORY BWL 5PAGIN6 METHOD 6B FOUNDATION FOUNDATION F- O yF ® SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION Q ® S IOD NALS AT DTT1Z EXPOSURE CATEGORY ONE STORY D 1.5 #4 BAR DONT IN TOP AND BOTTOM TOP IO 2 5 $.$' PAB5-18 ANCHOR BOLT OR%THREADED OF CO%RETE FOUNDATION 5IMP50N 551/8X24 OR PA61-18 ANCHOR m ® EXPOSURE CATEGORY TWO STORY G 1.3 ROD W/WASHER PLATE,5EE DETAIL 15/01 Z EXPOSURE CATEGORY TWO STORY D 1.6 EXTEND WALL 5HEATHIN6 OVER RIM JOIST s , BOLT ORY&"THREADED ROD, LiJ s ii ® TOP 2O' $.O' 10.0' PAB5-18 ANCHOR BOLT OR/a THREADED SEE DETAIL 15/01 OVER ROD W/WASHER PLATE,SEE DETAIL 15/DI ® : ROOF EAVE TO R106E ROOF ONLY 15 FT 1.3 PANEL E06E FRAMED to ' �A- TOP 30 1.O I4.S WALL PORTAL DETAIL"B"ONLY APPLIES TO b FT TO 18 FT WIDE OPENIN65. �" ROOF SAVE TO RIDGE ROOF ONLY 20 FT 1.6 FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS R602.10.3(1)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS SIMPSON 5TRONC-WALL RE6UIRE5 EN61N�EERED DE5I6N TO U2 3 E A V O TOP 40' 11.0' 18.5' ROOF EAVE TO R106E ROOF+I FLOOR 15 FT 1.15 REQUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. Wai.L.TO BE CONTRII5nN6 LEN6TH OF 48'TOWARD5 RbO2.10.50)MINIMUM LENGTH REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. A DETERMINE PANEL SIZE N HI ANCHOR BOLTS FOR ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 ILS ON FIRST F1AOR APR..ICATIOH ONLY. ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 215' WALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" I SIMPSON STRONG WALL B NUMBER 1 ADHE 1AN(VE HORANC BOLT OR WALL HEIGHT ANY STORY 11 FT O.qS 2016023 ADHESIVE ANCHOR BOTTOM OF 2 10 s.0' 10.5' WALL HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPED E DETAIL - TYPE E F DETAIL - TYPE F .:`.�° n°�'•':^ BOTTOM OF 2 20' 11.0' IC1.0' WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W .(•p.• Qi•a' :a oaga MPBER 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 Q SHEET NUMBER NUMBER OF OWL PER PLAN DIRECTION AT 5TORY 5 OR MORE 1.6 _ BOTTOM OF 2 40 11.0 36.0 BRACED WALL PANEL DETAILSGYP IE FINISHTHOD 6 FROM INSIDE FACE OF BWP 1.4UNIT 6 (B- 2 UNIT 5 (MODEL ) f�OLDOI�IN DETAIL AT 5LAi3 BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GS-HSP ONLY Z 2O GYP BD FA5TENING ANY STORY 4"O/G 0.7 N.TS. BOTTOM OF 2 60' 25.0' 52.5' APPLIES TO METHOD 65 ONLY D NOT TO SCALE W Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED li HATCHED AREA INDICATES UJ EXTERIOR WALL: LOCATION OF FIRE RATED ROOF 8 HARDI-PLANK CLAP q A 10'-0" HIP WIDTH Z WALL SHEATHING,4'-0" FROM cc ,, BOARD 51DIN6 3 CENTER OF 2 HOUR FIRE RATED B2-5 B2-5 �1 a TYVEK OR EQUAL I/2"SHEATHING B2-I RESISTANCE WALL ASSEMBLY 4'-0" 4'-0" DONT.2"x4"BLOCKING 2"x4'STUD WALL 16"OL. -EACH SIDE RIDGES 0 ALIGN (=j (NO VENTING) (NO VEN ING) DONT.ALUM.FLASHING W/ RIDGE VENT 0 V 2"x4'OUTRI66ER5® Ib"D.G. 2 DRIP(COLOR To MATCH RI 6E VENT -FRAMED SOFFIT 2 WOOD TRIM) r �I � �T i1= - r HIELD k �� AT _ _ c� ---�r �---- v r N ER E I N _ _ _ - ley- U ; P 5/4 xb TRIM b1� ITA GT 0 �,��- -- T- _ �_ - c _ v �_ / _ - - b"AZEK TRIM BOARD N p N + s_ ,_ . _ - - _ AS ROOFING .-__. =; - o GUTTERS 8 LEADERS - _ L - L M / T T q 2 �� 4 s -.— = —� b A �AKE BD W/_ - �- _ fn '� N--Z -� _ GUTTERS 8 LEADERS Z rn ALL GUTTERS 8 LEADERS SHALL BE BAKED I"x b" AZEK RAKE BD W/ 62-� .� -,-+HARDIPLANK — ----'-= �-- - " , TRIM(TYP.) _ `"� �� - _ _ ,�1 = ALL 6UTTER5 8 LEADERS SHALL BE BAKED O L w rMi WHITE ALUMINUM.032"MIN.GAUGE,GUTTERS I"x 3" AZEK TRIM(TYPj ROOF BREAK- - - - WHITE ALUMINUM .032 MIN.GAUGE GUTTERS (� 24 - -�. A TA Q o r _ J-�A ORIZON SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL = „ �' to i x12' AZEK TRIMLAPBOARD SIDING- -` 1K H L �.. __ _ SHALL BE 5'REQUIRED SEAMLESS,O.G.. .STYLE W/ALL �{� �� hfl, --__ RELATED 8 REQUIRED AGGE550RIE5. LEADERS ❑ (� M HOR ZONT �. .�- RELATED 8 REQUIRED AGGE550RIE5. LEADERS DT y � I x __. �—�a�. J � � ^ DENTIL BLOCK#DTLBSx4xl SHALL BE MIN.2"x3",.021"GAUGE W/CLIPS 8 1 - / - --- --- BY"FYPON"OR EQUAL ANCHORS. CAULK 8 SEAL ALL JOINTS. PITCHJ - ` 6/ ---- _ - -- J ANCHORS. 2K 8 SEAL ALL JOINTSGLPi H z_:==_t___ - ' AN N6 AM � --- AN HBE MINDENTIL BLOCK#DTLB5x4x - " " y - { _ q R5 GAUL6UTTER5 MIN. I/b"/FT.PROVIDE P.V.G. _ _- I x 8 AZEK RAKE BD W/- C / 420 FXF _ - =-L ==- GUTTERS MIN. I/8"/FT.PROVIDE P.V.G. 5/4"xb"AZEK TRIM BY"FYPON"OR EQUAL T TA Rod - 1 - - - �� RECEPTORS �- 12 � I 5� DORMER FRONTS _ -- _ - - -_ -- - - -- --1 _ S"ABOVE GRADE TO RECEIVE REGEPTOR5 S' ABOVE GRADE TO RECEIVE - _ - I x 3 AZEK TRIM(TYP.) LEADERS(CLOSED GAP DESIGN). FLA H NBLIND I I o - L --- - - == LEADERS(CLOSED GAP DESIGN). ¢ L �- i- -12--1,�r ' TYP.EXTERIOR WALL: - - �� --- - _ HARD-PLANK SHINGLE -_ � -'`� .�, '�/�A7,EK may, INC __ 2444 _ ��t'" `^" TYVEK OR EQUAL - ---- ZEK I � 12 --- 1/2"5HEATHIN5 12"OH 2x4 STUD WALL 16"O.G. ,- ----- _ b - --- - - . Tb- - - r - - r O b H16H BLIND _� -3- � �_�, -"� T- o Z DETAILIr - - - - - - - - - - - - - - - -- -- _ _ - - DINING AREA w PRG �(SHING ALONG ENTIRE LENGTH - — i �__ f'fFi7 -H_ _ y-� - - - - - - - - �-- / - 5 G,TIFfN OF ROOF 8 VERTICAL DORMER i DINING ROOM PLATE HT. I,-o„ _ R ATEHT. PLATE HT. F- OHL� _ =1 oT r.�- _- _ _,__...,- . ._ � . LLS.FLASHING TO BE MIN S" HIGH'' - ��a ` I'-O" (A ..__,ILI ,_= ..� ' T"``'� ��,4",� TI-1�51� OF _ - GL05ET " �_ �-_ _ -- zr,R16 -O O ' -gym a���'--� - 5 HIGH BLIND FLASHING -,-�, _ �,- / 0 �-- GL_05ET pi �TE HT. - - ED U 12 i i _ '/ �,' �>�- LINE OF ROOF I 1 , ,� ; , , T OH._! I TRU55 BEYOND I I Fl _ I _ � �_(_ � LL (3) 2x8 P.T. GIRDER / -- _ F 171 [ II [ I 0. z o i = 4 I- _ ! f_ i = - CL 10"AZEK o ❑ �J BEYOND = °} Ixl2 AZEK Ix8 FASCIA BOARD i -� �_� 5 - TRIM COLUMN ® GOVERE - i _:I __ I I PORCH BEYOND - I � - - __ ___I. -,; i i LUMN®COVERED - I --- - ORGH BEYOND =i F N. 1ST f FIN. 1ST FLOOR i I L i 1J111 _ FIN. IST FLOOR 51MPSON LU528-3 FA111 CE - - - - - _ - / % _ .,. ., . — 1 --- 1- -I MOUNT HAN6ER // - a :1 ELEV.+0 O' Q = ELEV.+o'I i F C_Y - - - - - - - - - ^ - - (3) 2x12 P.T. GIRDER BEYOND n I I I I I I I I I I I W r I I I I 1x4 AZEK I I I SOFFIT I I I I U) Ix AZEK TRIM BOARD OVER TRIM ALL �* SIDES I I I I I I I m — — — — — GIRDERS (TYP.) (� v — it VIII lIIJ oH. 5IMP50N BG52-3/6 P05T I I I ( I I I I I I I o ❑ f+i O GAP ANCHOR 10" SQUARE HB86 PERMA GA5T I I '-J COLUMN #46382 W/SQUARE CENTER LINE OF I I I I I I 2 HOUR FIRE RATED I I I I I i FLAT GAP 8 BASE (OR EQUAL) - U ' CORNER COLUMN TO BE I I I I I I RES15TANGE WALL I I I I I cn 4" 2'-0" i 4 PROVIDED W/SPLIT KIT BASEMENT I I I I I I ASSEMBLY ( I I I I BASEMENT — ►- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I—L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I 6x6 P.T. P05T WITH SIMPSON T T — — � ABU66P05TBASE (TYP - ALL L_ _j - - L - - J - - - - - - - - -- - - - - - - - -} - - - - - - - - - - -- - - - - - - - - - - -�-- - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - GOLUMN5) Z UNIT 6 UNIT 5 W TYP. REAR COV. PORCH DETAIL , B-2 ALT-2 (MAGNOLIA) A A B-2 (MAGNOLIA) O1�TELEVATION o 3/4"=1'-0" B2-I 62-5 62-5 140 _ li-0r HATCHED AREA INDICATES q q LOCATION OF FIRE RATED ROOF 8 WALL SHEATHING,4'-0"FROM B2-5 B2-5 RES CENTER WALL A55EMBLY RATED 4'-0" 4'-0" TYPIGAL ROOFING: TYPICAL ROOFING: PROVIDE STEPPED FLASHING ALONG ARCHITECTURAL 5HINGLE 3 15# - EACH 51DE (NO VENTING) (NO VENTING) ARCHITECTURAL SHINGLES 15# ENTIRE LENGTH OF INTER5EGTION OF ROOF 8 VERTICAL DORMER EXTERIOR FELT UNDERLAYMENT RIDGE VENT RIDGE VENT FELT UNDERLAYMENT TO BE MIN b"HIGH Lii 5/S" PLYWOOD 5HEATHIN6 -- / ' Y- �- _ `-= P ' 5 8 P YWOOD SHEATHING SIDES OF DORMEF� I ' - _ _ -`.=ry.�.i_�..,Tt--y-,..ice_-�-i,z-- •--r- N N 6 M 6 - WALLS FLASHING ,. _ = RIDGE NT o HARDIPLANK - - _ HORIZONTAL CLAP z---=- -. - r. ._._..�� T --�: � I , HARDIPLANK 510IN6 _ - °'� - � � =, _- — HORIZONTAL CLAP 4, 4" 51DIN6 b"AZEK TRIM BOARD _ `- �, �� ' �' I z y1- �T b" AZEK TRIM BOARD z 1 rT 13'-8" DORMER PL HT U) a g _ .. -� r _ ¢-- :-. , � — ABOVE I5T FLOOR Z a I"x b"AZEK RAKE BD W/ -� 1-tea`-� �`�"�' -- - - - - - T r 12 K RAKE BD O O U 0 0 Z H �I.o., � q I'x S'AZE E W/ � J w „ q (— T -- I"x 3" AZEK TRIM(TYP.) cn u� cn cn S2 a : c~n 1 x 3 AZEK TRIM(TYP.) 12 12 — - q = —'�� = �'m,�k ���_—.�_r - I ( W W W J W W `- N J ' '� 9 1 w m m c b" DIAD.AZEK \ 1 -_ - - -_ - T = -- - // b"DIA6. AZEK - - (3)2420 F (MULLED) --- — f° TRIM BOARD -�I2- - ` .< a _. - _ 12 / - _ =_L__�� �1_ q �_ TRIM BOARD q'-0" FRONT GARAGE ` - - - b HIGH BLIND ` q b HIGH BLIND .- �c ., - - T - -- - N �L / WALL PL HT. FLASHING _ , - , , - -- N , - _ _T _ - _ FLASHING GARAGE WALL — - - - - - -- - - - - - - - - - - - = ASCIA�� - _ r. . - BELOW 2CENTER LINE OF HOUR FIRE RATED ALIGN = =F 5 r-A GREAT ROOM _ . �._ �- - ��iT; rl� GREAT ROOM } ' - - - 4'-2" 4'-2" RESISTANCE WALL W PLATE HT. I nl__-- _ __IMhlr�__ rlrl; PLATE HT. �rlrlr�- --iNnlr! I-0 // / / I-O - _i I-0 A55EMBLY CD —— —— ILL OH. H;. 1 ON. 4'-10" 8'-4" 5'-2" O m J # I 1 W O U l _ B2-I W ~ ui - ' DORMER PLAN E3 z FF 11 -IF] CIL J4" BL WI TH -1/' I6'- " BL HIETH 1/4„_1,-O„ �62-1 V - - x; r W �l11 � I I I I I I � di F b"AZEK TRIM � I (_--_ - _ - - -- � � �-- - -� � i ,� [- i l I b AZEK TRIM = ALL 51DE5 i i i i i _ i 1 _ _ - ' - I ALL 51DC5 ---- -- - --- - - - 1I ELEV.+0'-0" y _ - �_ - _FIN. t5T FLOOR 2015 IRC- 8312.2.1 w I I FIN. 15T FLOOR I I i T (__ _ ELEV.+0'-0" IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN z Q // ' �// / ' // ' _ _ 2015 IRG- 62421.8 (503.8) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" U' cUn I Ir-______________ I I ____fir=_-��1 I VENTING SYSTEM TERMINATION LOCATION: ABOVE THE FIN15HED FLOOR AND GREATER THAN 12 ABOVE (n i �J ll�r- �� �I 1 I I I I I III I I THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE W <<= t CIA, II II II IIII II 11j1 I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN r �� I 6x6 P.T. POST WITH 51MP50N I I � ��II II IIS � � I I I I i III II IIII I I I bxb P.T.POST WITH 51MPSON I EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL � \� g T 6 AZEK TRIM INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE BG52-3/6 POST GAP ANCHOR 8 II If II IIII II IIII I BG52-3/6 P05T GAP ANCHOR 8 COMPLY WITH ONE OF THE FOLLOWING: 51MPSON ABU66 P05T BASE(TYP- I I jell II IIS I 6" AZEK TRIM ( ALL SIDES I IIII II IIII I I 51MP50N ABUbb POST BASE (TYP - I LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE IIII II IIII I 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 �� W 40 ALL COLUMNS) I I IIII EGRESS 111 1 I 1 111 IFGRE55111 1 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE " I ( IIILWINDOO---II 1 I I I I IIS___kNDOW 11 1 I I Q INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND POSITION. * -� 10 SQUARE HB4 6 PERMA GAST I I I I`---- I I --- 1 I I 10" SQUARE HB8 G PERMA CAST I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20g0 r q LI_________U CENTER LINE OF I u_______.__U q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U '�r"� UMN #46382 W/SQUARE I I 2 HOUR FIRE RATED I COLUMN #46382 W/SQUARE I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION u) FLAT GAP 8 BASE (OR EQUAL) — — Q RESISTANCE WALL x .._ RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FDI —X Q FDI FLAT GAP 8 BASE (OR EQUAL) CLEARANCE.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 ❑ F O - CORNER COLUMN TO BE A55EMBLY - CORNER COLUMN TO BE AREA OF THE WINDOW UNIT TO LESS THAN 5.1 5WARE FEET. F NE PROVIDED W/SPLIT KIT I I I I I PROVIDED W/SPLIT KIT .. ..... ......................... .. ... ....... BASEMEN ( ( I I I I - - _ - - BASEMENT B NUMBER — — 1- - - - - - _ - - _ - - _ - - _ - - - �--- - — — - - — — — — 1- - - - =- - - - - - - - - - - - - — — _ - - _ - - _= — - - - - - - - - - - - - - - - - - _� — L - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - I- - - - - - - - -- - - - - -L - - - - - - - - - - - - - - - - - - J 2016023 UNIT 5 q q UNIT 6 UNIT IT Q SHEET NUMBER 6 UN 5 DUET CLUSTER2: - B2-5 B2-5 B-2 ALT-2 (MAGNOLIA) ���� ��-���TION ZB 2 (MAGNOLIA) 1/4a _ 1,-0' (B- 2 z _ AtT- 2 ) (MODEL B- 2 ) ELEVATIONS w B 21 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017; ALL RIGHTS RESERVED I J� rB 2-5\1, Z B RIDGE VENT w c ►""1 LINE OF ROOF Z BEYOND® MASTER U m ..,� 6 (R-Iq) BATTS O U = 2 �1. ��_ __�� � BEDROOM G NTINUOUS ABOVE V C a - / T ;--y= I"AZEK 5HEETIN6 Z RIDGE VENT CONT.BLIND FLASHING H cn 0 - - ._ L.-.__—=_'r`-�= __-"' '— r- :--}--r_-1—'i '�-�' -,i' ' -�t�--r -. _ a '—r r-+_ a�-� r r� •- - ,.�--r - T ..-i _./ V > e- -- =T=_ +�-. N INSTALL ICE d HAT >- ER SHIELD AB 2"x b" NAILER L _ BOLT TO VERT STU Z - 1 PER MANUFACTURERS OH I - d `� - - �'-i SPECIFICATIONS TO MAIAIN W/ " DIA X b"L BOLT5 - Z U �a ul - -_-�- _- �N€3 fyAiAGE = -r- - - - - -- ` --r--�_-� s RID6E VENT PRODUCT RRANTY OU < r? All �_' --az-� NOTE: � ` + I I ' ----r- . x-= •-= T- -_-i-s _�.- L \�.— t. _ �-•�- Lo co 12 ' / T-'- APPLY IGE $ WATER SHIELD IN - ❑ M SS m - A • v. 1 _ L= 12 �� -�,_- •-.. F 2 x b RR® Ib" C, AIR WEATHER WHEN THE AIR r) RIDGE VENT 7 - _ �- _„� _ - - -- - T _ --1 -- i - - - ROOF DECK AND MEMBRANE OG n/ LL cfl -L--�T1== - y -- 3 - _ ARE AT TEMPERATURES OF I I q" R-30 0 _ LINE OF ROOF 5.�� -- -_ - -- -� = I ( ) BATTS � 1- 1 a � 40"F WIG OR HIGHER. a 'BEYOND® GARAGE T / -� '� _ A +A�BD7N'� E - �, - - � - � - 1 -,,.�{ _ 2"x 4"SOFFIT BM5 2 �_ T �_ , AL16N FA5GIA5 � . -� --- - _ y _ -L B2- is - \` - -�_ T a �. T - - WINDOW HEADER PER PLAN I T�1� �, 16"00 -r r IF..ZB'=�D� i==-' - BEDRM#2 - -- _ " _ IN AREA - - - - / / �I -�- PLATE HT. PLATE HT. / / OH. nrl -:, _.,R _. _ .+_ - ulrNr PLATE HT. ------- I I O / 10" AZEK - I'-0" - i i I I --}:�-��._��� �-�-�- ��I i�•�i TRANSOM WINDOW TR 1--- j FRIEZE BD. BEDROOM #2 � I z F _ - O EXTERIOR WALL \ / i i ~ I I 10" SQUARE HB$6 PERMA I -- -- - 2"1 ® Ib" OG FOR SEAT U -HARDIPLANK SHINGLE SIDING I __j o 1 __ �, _ ! _ . I CAST COLUMN #46382 Wl i BZ-I ° _� Q I I SQUARE FLAT GAP $ - r CLOSED CELL SPRAY FOAM 0 -HARPI LA EQUAL �- = I i -"1/16 OSB SHEATHING - zn iL I I BASE (OR EQUAL) - - DOUBLE-HUNG WINDOW I INSULATION TO COMPLETELY F- - Ln 2x6 W000 STUDS 0 Ib O.G. o i i -� �-- ..T -� ! „ _ CORNER COLUMN TO BE � I I I FILL SEAT CAVITY O m - 6 R-21 BATTS PROVIDED W/ SPLIT KIT SIM P50N GONNEGTOR �/ c) _l= _ -- - - - - - - - _ SIMPSON H2-5A CONNECTORS tui I"x I2"AZEK TRIM } ! ,- - - - - - - - FIN. IST_FLOOR / � GYP BD FIN. IST FLOOR_ f l t - i i i i � - I BD r EL EV.+O-0 _ . _ ELEV.+0'-0" {� 3J4" T$6 056 SUBFLOOR- 10" SQUARE I1B$6 PERMA ( I bxb P.T.P05T WITH I I I I I GLUED $ 5GREWED -RUN ~� CAST GOLU4N #46382 Wl I I 51MP50N BG52-3/6 I I I I `— 1/16" 05B SHEATHING V `V CONTINUOUS BETWEEN PLATES O SQUARE FLP}T GAP $ I I POST GAP ANCHOR $ I I I I I I'-6" AT EXTERIOR WALL WALL® GARAGE BASE (OR E UAL) - 51MP50N ABU66 WALL @ GARAGE r. BEYOND I I I I P05T BASE(TYP- I I I I JOISTS® 16"OG. CORNER GO UMN TO BE BEYOND I � 2X12 FLOOR W o I I PROVIDED SPLIT KIT I I ALL COLUMNS) I I I I I FDI o FIRST FLOOR LINE I I I I I I I I I I -1 - - - - _ I I I I I I I I I m (� i I I Iz i I I ❑ w I I I I I I I i I I I � : .• I Q BASEMENT rl_ — _- - __ _ _ I_ _ _ _ - - I- - _ _ _ _ _ _ _ _ _ BASEMENT I A I UNFINISHED T T — - - - Ti - - - - - - - - - - Ti - - - - - - - - - - - - - - - - - - - - - -I-L - - - - - - - — — — — — — — - - -- - - - - - - - - - - - - - - � I BASEMENT C ) L - - - •- - - - - - 1- - - - - - - -L - - - - - - - 1- - -- - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - -1 - - - - - - - - - -- - - - - - - - - - - - - - - - - J I M I v R 1 C HT END ELEVATION I - --- I - - B2 5 U4� _ 1-0 2 - - - - - - - -- F- _ _ _ 7 z U UNIT 5 FDI (R-I3) GL05ED CELL SPRAY FOAM INSUL w ALONG INSIDE FACE OF FND.WALLS-FULL HT OR DRAPED BLANKET INSULATION U B - 2 MODEL (MAGNOLIA)- INSTALL ICE $ HATER SHIELD PER MANUFAGTURER 5 - SPECIFICATIONS TO MAINTAIN BEDROOM #2 BAY DETAIL PRODUCT WARRANTY NOTE: LINE OF ROOF _ _.' - B' 1„_ 1'-01, B2-I.I APPLY ICE $ WATER SHIELD IN BEYOND MASTER � .- ,__ _ 12 BEDROOM - �_ = _ �� 1 - T 5.-75 B2-5 FAIR WEATHER WHEN THE AIR, RIDGE VENT �" ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF r 1- s--��a�-,- �, .� - �-4 T �ij 7 ti ti 00 i ✓/ �.L (O N-- 40„F(50G)OR HIGHER. iQ N cv N ri n N ori AZEK SHEETING,ON 5IDE5 ASPHALT ROOF 5HINGLE5 N (V ri M (O 2' ` OF DORMER TYPICAL LINE OF DORMER i5 -- ROOF OVER GARAGE = `' `` RIDGE VENT 1 �- -i , � � ' �a - r�= ,:_� :-�. N I2 ,-� ,�._ : � \ �'� . I ROOF BEYOND PLYWOOD 5HEATHINO �- r - ��. .1- =_ ._-- - .-_. /� -�-r" I6r®` r- •- �r- -- -=r 1 , ---r``7 __._ _g--.� - - —_®- N ---` —9'— ® OW GD = r,„. - � .� _ 12 TyM �I -• �- OH 15 ROOFING FELT PAPER i �,' z Z -EXPOSED R PER L --_- LINE OF GARAGE�=� �- � INSTALL ICE d WATER SHIELD in z u� cn a =FLUSH ROOFS r-���- wry - - T � � - =1 ---- _ i-. - MANUFACTURERS 5 z z z 0 z z N _ y 3=IXC FASCIA BD. -T� �"�`' `` ROOF FRAMING O O O 1 OOF r Q O O 1- w � R B MAINTAIN PRODUCT WARRANTY. �.; u� v� co cn co g EYOND =- - �, _ 5"AZEK BD. �_-� r� _ 6 MIN 4'1YP GALHN RONT OF FASCIA- ,.\ - - - - Q cn Tom_ > > > W > > _ N - - -- - - - -y- -' -i --i--1--- - -1 - -- - - g - - --_ - H ALUMINUM DRIP EDGE � X. � w � � ob ob U - -- -- - -- - - - T 0.40 - - '- GREAT ROOM_ _ _ --- o BATH#2 I�-0+ -` "�' T BEDRM#_2 GAP \Vv Co 'O PLATE HT. �, - -- - - — m N PLATE HT. - OH. \ \ — - - - PLATE HT. GUTTER ''" N I - _ o I'-4" I . I �. , , .,, -,� '. 2015 IRC- 62421.8 (503.8) / OH. I i i _ �_ L _� ._ off VENTING 5Y5TEM TERMINATION LOCATION: L i AN INPUT OF IOp00 BTU PER HOUR(3KW)OR LE55 SHALL �. BE LOCATED AT LEAST 6" FROM ANY AIR OPENING INTO A I F- - : - BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER W (� 10,000 BTU PER HOUR BUT NOT OVER 50000 BTU PER `\ SQUARE HB$6 PERMA I I ,- _�`; i i i \ / �' �- �_ _--_�-. _ 0- 10" c� B2-I i CAST COLUMN #46382 Wl _ 1 I � EXTERIOR WALL �' HOUR SHALL BE INSTALLED WITH A q INCH VENT ��- - HARDIPLANK SHINGLE 5101NO = \ O i _ w - o TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN m SQUARE FLAT GAP $ I I _ o I - i n - - - _ o ,_ I I � I , } 1 - -1/16" 13 EQUAL INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST \ W O W I � BASE (OR EQUAL) - I I - - - � I I I I- =p r - �- - � � =� " -1/16"05B SHEATHING � A 12 INCH VENT TERMINATION CLEARANCE. THE BOTTOM OF � \ � \ � \ \\�\\ \\,\� i CORNER COLUMN TO BE I - r - 2xb WOOD STUDS® I6"O.G. THE VENT TERMINAL AND THE AIR INTAKE SHALL BE �ICE t WATER 5HIELD IN PROVIDED W/SPLIT KIT I _� _ -6"R-21 BATT5 I - -� - - � LOCATED AT LEAST 12" ABOVE GRADE. FAIR 6EATHER Z U o - - - -- - i - - i' I YEN THE AIR,ROOF DECK AND (� I — - - - °_• -- hEMBRANE ARE AT F/5 I - -- —--- - _ _ -- _, . -' - TEMPERATURE5 OF 40°F(5°C)OR (n `? 1 1 �-- \-��-1_ _ I_ _ I HIGHER w T ii FIN. IST FLOOR _ i - - - - I -. ;� - -. �,}- - _ �,. i � "_ _�. FIN.IST FLO iEYE ELEv�,-0" - - - ELEV.+o'-o" 2015 IRC- R312.2.1 _ _ _ _ _ IN DWELLIN6 UNITS,WHERE THE TOP OF THE SILL OF AN FASCIA BOARD "AZEK SOFFIT ❑ [_T OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24' BOARD W 2"CONT. r� J I I I I bxb P.T.P05T WITH I I 10 SQUARE IAB$6 PERMA I I ABOVE THE FINISHED FLOOR AND GREATER THAN 12" VENTING OR VENTED w I I 51HP50N BG52-3/6 I I CA5T COLUMi #46382 WU I I ABOVE THE FIN15HED GRADE OR OTHER SURFACE BELOW VINYL SOFFIT � 0 POST GAP ANCHOR $ SQUARE FLA GAP $ I } I I I T I I ON THE EXTERIOR OF THE BUILDING,THE OPERABLE 0 m HALL @ GARAGE I I I I 51MP50N ABU66 BASE (ORE AL) - WALL® GARAGE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: Z POST BASE(TYP- I I I I DETAIL z J o FDI I I I I I ALL COLUMNS) I I CORNER COL MN TO BE I I BEYOND OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER < I I I I I I I PROVIDED I SPLIT KIT I I OPENED POSISPHERE TO TIONSS. FALL THE OPENING IN ITS LARGEST " FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F " ' I I I I I j SCALE: 1 1/2 = 1 -0 2 - 1 1 w FtE� k2060 1 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION U ER C TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW F- 44/ Q� tiF,p BASEMENT I I I I I I ( I I I TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR L2 J%II - - _ _ _ BASEMENT OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 •j ' t�"_ Z - - - - - - - - - - - - -r1- - - - - - - - - - - - - r - - - --- - 11- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LT - - - - - - -I� - - -- - -I-- - - - - - - - - - � - - - - SQUARE FEET. w C) ( `< — - - - - - - - - - J �lSec�aTb4 -r� LEFT ENIELEVATION F N o T � 1/4� _ ��-0° 82-5 fOB NUMBER UNIT 6 B w2016023 B - 2 (ALT- 2 ) MAGNOLIA UNITS 6 (B- 2 ALT- 2 ) 8� DUET CLUSTER = SHEET NUMBER 5 (MODEL B- 2 ) u - .ELEVATIONS w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED z GENTER LINE OF wo 2 HOUR FIRE RATED LINE OF REAR CHEEK 13 RE515TANGE WALL 14'-2" I I'-2" 13-0 WALL 6 UNIT 6 U - - ASSEMBLY - - - - - - - - - - Q a� d3 I o O O ^ ' 3 — — q q cz ~ 4—d -:3 cn y F � , N ,E 2 Z o z LO a.. 10'-0b'-II.. 10'-0ab" Wco 4'-4M.O. 5-34-114-4M.O. 4-11 -10 < 12-10" o co N 0co U C', 00UNEXGAV. Z- ° O �/ M 4"P.G.SLAB WITH bxb, I ` p Co `~ 10/10 W.W.M.OR FIBERME514. 2 q ° UNEXGAV. `-r MIN.3500 P51 GONG. q 4"P.G.SLAB WITH bxb, _ r------, FDI FDI I 10/10 W.W.M.OR FIBERME5H. w Hp t 2 <' MIN.3500 P51 GONG. cv • _ - EGRE55 I o FD 1 T,yi �r _- - % WINDOW p -- C14I � I m I 4°; HD I O _ - �L HD x 2x12 FLOOR JOISTS m °� �> HD EGRE55 I= — - -- O v 6 1b"O.G. _ ti= ?=_ WINDO Q - W U 5LAB SEAT O -�e o o o Hp N _-_ I m 2x12 FLOOR JOISTS - - 4" WIDE J015T JN 2 - --- __ --__ ,i-=_ _ - -- -- ® Ib" O.G. 0 2"x 10" f!� HD SEAT.T.O.SEAT 4 F / u; - LAB SEAT Z ELEV= !-)I-I " - - -- - - - O 0 0 Q Q — 12" P.G.FOUNDATION WALL - - -- O 2 4 WIDE JOIST �� _ _sl- • HD U 2-0 n 10 WITH24'k 12MPROOFIN6 ON P.G. OOT I NG 13 2" FDI q_4 SEAT.T.O.SEAT Ln :fl 14'-b" F 1- I ELEV= (-)I I Q Q W _ r o 2"P.G.FOUNDATION WALL O m O 10"P.G.FOUNDATION DIRECT VENT HEATING EQUIP. r dj 4 WITH DAMPROOFIN5 ON HD APPLIANCE CLEARANCE 51"�IA L UMN 1:.;. I WALL WITH DAMPROOFING 14'_8�� q'-4" FDI 13'-2" 24"x 12"P.G.FOOTING 10" 2'-0�� Z Qj� • PLIANGES SHALL BE INSTALLED ON$O"x130"x 12IP PG _ ° ON 20"x Io"P.G.FOOT N6 WI fH THE CLEARANCES FROM FT (U.O I - T.O.W.ELEV. = O'-0" 10" P.G. FOUNDATION 4 Q DIRECT VENT HEATING EQUIP. 711 J 4 WIDE UNPROTECTED COMBUSTIBLE -I J WA L WITH DAMPROOFIN6 3 " TA 5TE GO UMN APP IAN J015T SEAT. M TERIALS A5 INDICATED ON THE -- ON 0 x 10" P.G.FOOTING , „ L GE CLEARANCE HD _ rmole: ON 3b x 30 x DR PG APPLIANGE5 SHALL BE INSTALL • TOW. ELEV= A PLIANGE LABEL AND IN THE II -T.O.H.ELEV. - 0-0 F G(U. N.) WITH THE GLEARANGE5 FR�M 7 (-)I'-I " MANUFAGTURER5 INSTALLATION ® IL J015T SEAT. f� u, � � L UNPROTECTED COMBUSTIBLE ; DE IN�TRUGTION5. - 1 r- -- MATERIALS AS INDICATED ON TOE{{L J APPLIANCE LABEL AND IN T ETOW.ELEV= (-)I I P VIDE FRESH AIR INTAKEadZI FW-2 `���� MANUFAGIURER5 INSTALLATION H MECH EQUIP PER CADS (� r I / I oo L�=.J� INSTRUGTION D 2x12 FLOOR J015T5 I 2x12 FLOOR J015T5 0 " °} - w ® Ib O.G. 6 Ib"O.G. o p PROVIDE FRESH AIR INTA E 2'-0" 1 �1 r o TO MEGH EQUIP PER GO E -- — 2x12 FLOOR JOISTS J J 2x12 FLOOR JO HD m v J V wo 6 Ib" O.G. �� 6 Ib"O.G. 1 L J BASEMENT SLAB - _ L e I -� I- *4"P.G.SLAB(MIN.25 P51 GO O FD1 *.00b MIL.POL�TH€L'ENE VAPOR -� FDI �l - - - _BARRIER a \ m -FF TYP. BEAM POCKET - -- — *TAMP t FILL T g5SK DENSITY _ L ;J� BASEMENT SLAB L J 1 WRAP ENDS OF GDR O o \ 8 * W/ ALUMINUM AT O I P.G.SLA N.2500 P51 GONG) FD1 Cn r �I * .006 MIL. ETHELENE VAPOR Q� POCKET OR PROVIDE l0" e'-O" f I5'-O" — `° 14'-2" - FDI _ �� I _ BARRIER 1/2" AIR 5PAGE ALL 15! *TAMP d FILL TO q5%DENSITY O - Q ;_ 51DE5 *NFINISHED BASEMENT o _J I � p t ___ I-� � I I 14-2 x - 15-0" *(R-13)GL05ED ELL 5PRAY - - - ~ V FOAM IN5UL ALON6 IN51DE / ' j ,n W UNFINIS ED BASEMENT _Q L J FADE OF FND.W4�Lt5-FULL HT �� 1� � / — — L N OR DRAPED BLANKET I � � ,I '-0"CEILING HT. 3 INSULATION �L J _TOW._ELV= ()L11 *(R-13)GL ED CELL 5PRAY U I *ALL EXP05ED HOT WATER �� �� FOAM INSIJL ALONG INSIDE I Q 10" - 5'-4" - � O A FAC70RI-61= Nb' -FULL HT L J % it PIPING AND/OR HDE v\\6 DUCTS I I BLANKET O TO BE INSULATE ER N.Y.S. / L� INSULATION o TYP. BEAM POCKET a i= (ODE. 4" WIDE J015T `� - - , c� I ALL EXPOSED HOT WATER N WRcz AP ENDS DR li D.O. (2 XI2 FLUSH \ _ 0" d - PIPING AND/OR HEATING DUGT5 N SEAT.T.O.SEAT — — ——'r TO BE INSUCA�ED A5 PER N.Y.5. O w ELEV= (-)I'-I " `-1 _ ,� 2 I FLOOR JOISTS CODE. r= � 0 KET OR PROVIDE u, 4 -- r- - I/4"-x-q T/2-LOIN -LII _ Ib"OG- -- - -- p (2)2x12 D.O. �� I " AIR 5PAGE ALL 4" WIDE JOIST HD — —I -- T`r I - - - - > 51 5 SEAT.T.O.SEAT I - L TRDEf� - - 3 �„ j 2„\� m T.O.W. —� O I ,n Q - ELEV= (-)I_I� ry UNEXGAV. L 2x12 FLO R JOISTS L �` \ o FEtEV. =0-0 /' - — - 2x12 FLOOR r5TSI I 4'P.G.SLAB WITH 6 I ” O.G. l ---- ---- - 16 0: Jj I cv- I- 5 a/4�c-9 I/2-L - HD `n ui N co b b, 10/10 W.W.M. - -- -- ��/T..0 W. �- I m j4_ x - -IML 6IRDE -- H a' not N ri r `�° OR FIBERMESH. 4.. " k �1 -0" o �`' 3 Q N N ai J L J � � cv N ri ri tB J r 2x12 FLOORJ015T5 UNEXGAV. ry FD1 AN 3500 P51 N Q o x - - 3 _- _ -- J I 6 Ib" O.G. 4" P.G.SLAB HI­H 2 x 10 4 B2-5 0 0 J - l o _ bOR I°B RME5H. FD1 " „ - - 1 ry MIN.3500�1 SLAB SEAT - - -- - x r GON 6 _ 3 `T 2 �N 0 4_b 8 r u, r- 1 #5 GORNE REBAR5 W/ 4'-0" 5 I B2-5 FDI HD L - — -- LE65 MIDPOINT OF FW-2 I - ISLAB SEAT z co a • _ (2) 2x12 FLUSH FOUNDATI N WALL 4 I'-6" FROM TOI) GAVATED TYPICAL #5 CORNER REBAR W/ 4'-O" _ _ 1 HD 2 2 2 g Q w g J w 0 3'- O' UP 14R LE65 MIDPOINT O ___ 5 5 > w > 5 a g = _ _ w w w w w 4"WIDE J015T GARAGE SLAB J J- Q -2x72 FL OR JOI5T5 `Y� * o I FOUNDATION WALL I'-6" _ "' SEAT.T.O.SEAT 4"P.G.SLAB(MIN.3500 P51 GONG.) Q 10" 2'-6 ® 1 14-2 �r b" *TAMP d FILL TO q5�DENSITY I I Q FROM TOP ff BOTTT M. UP 14R I.� 4 ELEV= (-)1'-I�" REINFORCED WITH bxb,10/10 W.W.M. �n N -� \ SLOPE GARAGE 5LAB DOWN 2" ( 3-4 0 4 WIDE J015T co * C7 (2) 2X12 FLUSH �' 2x12 FL00 - 15T�5- �� \. / AT.T.O.SEAT O TOWARD5 GARAGE DOOR a I 6 I " 0. . ELEV= 5.1 4 x q 1/2 LOW N - -�- — w II I UNEXCAVATED TYPICAL HD _ J Z L GIRDER L _ J B o o GARAGE 5LAB 82-5 4"P.G.5LAB(MIN.3500 P51 GONG. )_E' 12 FLOOR,JOISTS N _-_ ___ 5 1/4"x q_L2"_ __ _- _ _ ___ z \� REINFORCED WITH bxb,10/10 W.W.M. i 6 Ib"O.C. ( *TAMP d FILL TO q5%DENSITY - - t W B " G) *SLOPE 6ARA6E 5-AB DOWN 2" L _ J LVL/6TRDE L _ ) -- - HD 62-5 loll, 2'-b" v I I'-b" b Il-10 I TOWARDS GARAGE DOOR 2xtt FLOOR JOI 5 } O m _ 17-Io • 8" P.G. FOUNDATION WA L 62-5 O w w HD 4 WIDE JOIST a� SEAT.T.O.SEAT WITH DAMPROOFIN6 ON TOP OF WALL B 8' P.G. FOUNDATION WALL � \ _ z ~ 4" i 16"x b" DP P.G. FOOTINGDN- -I-2 I �2-5 W TH DAMPROOFIN6 ON ELEV= (-)1'-I�" 16"x b" OP P.G. FOOTING v) � 4" WIDE JOIST HD W � 4 p_ `° SEAT.T.O.SEAT , Q -- " 2x12 FLOOR JOISTS TDP OF WALL 4 ELEV= (-)I'-I " 6 Ib" O.G. AB AB = 8.. DN= -I-2 " ❑ 2'-0" 2'-b" 2'-b" 0" II'-4" m 10" --� r = a 3 . . 2x12 FLOOR JOISTS v FD 1 ABAB AB o 6 16"O.G. O } 10" rc' II'-4" 10" 2'-b" 2'-b" 2'-0" z z • 3 _j HD o HD o 2„ I FD1 v z o o cUn 0 2 FD1 N --- - • t • E w ,��R C HD — p HD O ERT 1�y��,�\ LINE OF FRONT 1-0 I6-0 M.O. 11-411 I-b Ib-0 M.D. 1'-0" 2 FD1 , m FOUNDATION WALL 6 s Z BEDROOM#2 UNIT 5 GENTER LINE OF 18 4 2 HOUIR FIRE RATED la e 13 0 T O RE515TANGE WALL -t-I,-0,I A55ETvIBLY 23 A) �0 UNIT 6 UNIT 5 ° F �� A A B-2 ALT-2 (MAGNOLIA). B2-5 B2-5 B-2 (MAGNOLIA) BER w 016023 MULTIPLE LVL GIRDER GONNEGTION5: GENERAL GONTRAGTORS AND SUB EGEIPT FROM TO REVIEW THESE UNIT 6 UNIT 5 DUET CLUSTER Q SHEET NUMBER HD= HOLD DOWN CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AIND FOUNDATION PLANm: FOR ALL MULTIPLE LVL 6IRDER5, LAG BOLT REPORT ANY AND ALL D15GREPANGIE5 INCLUDING ANY DIMEN'51ONAL z AB= ANCHOR BOLTS 6 TOGETHER W/ 1/2" BOLT5 @ 2'-011 O.G., 2" MIN, CONFLICTS, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEASURES GARAGE 51MP50N FROM TOP BOTTOM, MIN. 4" FROM ENDS PRIOR TO GONSTRUGTION. DO NOT 5GALE DRAWING5. DIMEN510N5 1/4"=V-0" (B- 2 ALT- 2 ) (MODEL B- 2 ) FOUNDATION PLAN W B2 � 2 STRONG WALL5 5HALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. COPYRIGHT CRCH ARCHITECTURE IP,C• 2017: ALL RIGHTS RESERVED I. '^ CENTER LINE OFH ^ ' Z V/ 3b'-e" 2 HOUR FIRE RATED 36'-4" DERRESISTANCE WALL 6x6 P.T.P05T WITH I I I 10" SQUARE HBB6 PERMA ASSEMBLY _ _ _ _ 0 U 51MP50N BG52-3/b P05T I I GAST COLUMN #46382 W/ I4. 6x6 P.T. POST WITH U GAP ANCHOR 4 51MP50N 14'-2" SQUARE FLAT GAP 4 BASE 10 SQUARE HB46 PERMA CAST COLUMN -( 2T. I - - -�Q 51MP50N BG52-3/b P05T O U #46362 W/SQUARE FLAT GAP B BASE I O r ABU66 P05T BASE(TYP I I COVERED I I (OR EQUAL) - CORNER A A I I ,1 GAP ANCHOR 1 51 E (TYP `•/ �- -ALL GOLUMN5) I PORCH I w COLUMN TO BE PROVIDED Q 62-5 62-5 (OR EQUAL) - CORNER COLUMN TO BE 14-2 I ABUbb POST BASE(TYP 0 w o PROVIDED W/SPLIT KIT I ALIGN TOP OF I I9� SPLIT KIT -ALL COLUMNS) 14-b 14'-2" I I'-0" 13'-2" I 2'-O" F- H/ TRAN5OM5 I II'-o" " (2) 3016 TR (2) 3016 TR o (2)3016 TR o I 4 = U N _ (2) 3016 TR I ALIGN TOP OF GOVEKED N (2)3050 DH o (2)3050 DH TRAN50M5 I I o H N m Z_ (2) 3050 DH (2) 3050 DH - PORCH I - .c 0.- W �I DI Ix U 9 �n p ( " 2 8'-0" HD HT b'-10" ® b'-O" HD HT 1 b„ , 4 ® b-O HD HT b'-10" 5'-6" ® b-0 D T 5'-b' b'-l" b'-1" Z rn 6-1" m 5- 5-b' I� U wo x Lo to HD L - - - JL -� - J HD 1 = ❑ U c) N Iq I ,x Q c� g016 TR (2) 2X10 HDR ..J Iq D1 I m 6080 5L. L. DR W/ Zz 016 TR o r 1 r 1 (� (2) Ib" SID L16HT5 "' ® b'-O°H-�Hr I o Iq HD L - �- J L - - - J HD r m r - - - �r - - --� I DI 0 3050 DHDIL - - - J - - -J HID o g016TR (2) 2X10 HDR )) 4 Iq *H0 _ ROOF TRU55 GIRDER _ _ cv_ ROOF TRU55 61RDER _ _ a - - Iq r--'� 3016 T 6080 SL 6L. DR W/ n, o I ® -O HD H (2) la IDELIC DI Ir - - - - - iv - ALJ o (2) 2X HDR o I 3050 DH II'-O"GEILIN6 \ 11��Iq HD L - - `° L - - J ROOF TRU55 61RDE N 800 TRU55 GIRDER -BREAKFAST \ DI / e - - - m AREA \ / (2) 2x HDR � . LJr - -ry - - - - - - - - z 5.25" II 1/8"LVL HDR - II-0 GEILIN6 O - - - �- - - - - - - - - -r I \ // BREAKFAST i _ - - - - - - - � n' b" 14'-0" 3'-0" 4'-2" 2'-0" 4" I 14'-0" I _ 4" \ // AREA 5.25"x 11 1/6'L HDR HJ = 2bIbTR® I Q 21 "G' I I �- - - - - - - - - -( `- m 2852 DH I I u� I I I 4" 4, m Z L J I I I I 14'-0" I 2'-0 4 2' 3'-O' 14'-0 I 2816 TR &'-0" HO HT DI o I z I 13'-0" TRA GEILIN6 I I I 21 "G o I I 2b52 DH m -- , I c I MASTER BEDROOM I I I DI `r' x b'-O" HD HT. I IN6 II Q I I I :o I I 13'-0" TRAY CEILING I I L J O II'-0"G L I I I I Ln PRE- AB IL--J I z I I I 1 MASTER EDROOM GREAT ROOM - I p C� FIRE LAGS I o I 1 3 II PRE- AB o Laiu Fo I I -2 I I I I o I U'-0" FILING FIREP AGE ZQj� x 4 ° II'-0"GEILI 6 I I z I o L--J� 6REA ROOM ❑ TEMP 6L DR5 I KITGH N I I I I m V I w RA15 D HEARTH W-10"GEILIN6 Ell 4 TEMP 6 DR5 I I -- - - - - - - - - -� I I 00 00 KITCHEN I / 4„ 4„ \ 4„ I I I I RA15EO HEARTH F-1 5-0 4 6' 61, 4" 3 11 5'-D" ENERGY cn _ I r - Q O 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF 2616 TR® I I / 4„ _ �r XI - - - 4" //0 4" 5 0 4" 314. ( ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEJN FO OWJE N 2652 DH I I 4" 6'- " 16'-4" 2.ALL CONS UC ON L OMPLY WITH THE 2015 INTERNATIONAL ENERGY b'-0" HD HT L J �6 rn "ILING N s8 / \ 0 ( 2616 TR® W CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION - - -`r 2852 DHSHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRNIM TO 12 lO'-D" GEI IN6 10 m EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 4 2 4 2-0" 4 WIG TWILL-� I �66e _ L -1 8'-0' HD HT O r ^ 4" Lrn bbd m V J DI 6 - 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND _ _ s ,� N PANT. LIN. ��b� s8 a? I I ID'- " GEILIN6 12 ❑ w POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. �- I I lO'-O"GEILIN6 IGL 4 O " 4'-2" 4 pI O CERTIFICATE SHALL COMPLY WITH IRC N1101.14. I r 2 I I `� - 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPm AND 1-- I WILL I T�Ob X868 LIN. PANT. N I INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING L J $ I 4" W 6 b" D 4" r SURFACES. (3) 2616 TR® I m v � F_ -I j II'-0"GEILIN6 m o 0 2"X L_ - J 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE (b')O'8HE)52 DT I I J I DINING AREA `r `r Z "ATTIC HALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE r- GGE55 WC m 4 D b' W 4' r J (3) 2816 TRH ~ S I I '= HATCH II'-0" GEILIN6 I > I (3)2652 DH 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY lO" SQUARE HBB6 (2)2666 - ® I J4' z ' `t �- DINING AREA � I I a'-0" HD HT � SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. PERMA CAST COLUMN I L J �n d? BIFOLD ® d? b� 5D Io'-O" GEILIN6 © WC r- I H U I- -I m DOOR5 5D rc' `L�0 bb EF I - I Z 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED 4 #46382 W/SQUARE I I I 668 ti MA5TER (2)2bbb x W HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL p FLAT GAP 4 BASE BE CONDUCTED BY AN APPROVED THIRD PARTY. (OR EQUAL) - (3)2X6 `t BATHROOM X668 5D® BIFOLD a? ry 10" SQUARE HBB6 PERMA I 21 'G' DN 14R © 10'-0"GEILIN6 - " 41 DOORS m CAST COLUMN #46382 W/_ U 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO CORNER COLUMN TO I _ J P05T DI Q 4 3-10' 4 3-4 4 10-4 4" EF MASTER �e`� I I SQUARE FLAT GAP 4 BASE o A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS BE PROVIDED H/ ` N BATHROOM ON 4R 21 "G P05T6 L _ I (OR EQUAL) - CORNER 1z o LESS THAN 3' IN DIAMETER. SPLIT KIT - - - - - - - - HD e _ � ='mss GL. � DI COLUMN TO BE PROVIDED 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE o 8 �r 4„ IO'-4" 3_4, 3'-10" 4 _ 1 I'-O' � I'-0' `r o TUB O"x 3 - - - - - N - - HDI W/SPLIT KIT SEALED. , r 8-0 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR SHWR PAN GL �� mIq GOVERF_ I xq-o 50. ly yyyyyyyyyI - -LEAKAGE BY AN APPROVED THIRD PARTY. m _ DI I�I I PORGfI{ I o uoTE "5": zz - 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 5016 TR I w I I I - II'-0"CEILING I " I ;fl 3080 EXT IN5UL OR ' � �_2bbI INOUL OR- (4) 2x6 POOT III SHWR PAN X q'-0" 50. II GmVERED I D1 5016 TRc6 lO.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F T- W/(2) I2" 5'-4" I I cv r- FOYER I _ _ DEGREES OR <55F DEGREES SHALL BE INSULATED 45� I�.FIRE I TEMP. 6LA55 NOTE 5. o I �ORGH I- (3) 2x6 HDR 51DELI6HT5 N TEMP. 6LA55 I I I - ti ,, � 00 3080 EXT IN5UL OR .o w N RA W/SELF I PTN ON 2X4 II-D"CEILING W/(2) 12" " Q N N N M 7 `r - 7 WITH R-3 MINIMUM. -1 I„ I„ II " 4" 3' 4" b" �? GLC IN6 DEVICE III KNEE WALL I KNE WALL 2866 INSUL DR- FOYER �- I I 5'-4" 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE m 2 3 4 b 10-0 I 45 MIN.FIRE 6x6 P.T.P05T WITH (4) 6 P05T I 51DEL16HT5 0 N N M (� m RATED W/5ELF _ 6 4 IRC/IMC I I _ _ _ 51MP50N BG52-3/6 F:1! HD _ ROOF TRU55 618 ER J b 3-4 4 10-0 - 602 12.EQUIPMENT SIZING - PER ACOA MANUAL S, BASED ON LOAD CLOSING DEVICE I GAP ANCHOR 4 51MP50N - - - - III I� m CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS ABUbb P05T BASE(TYP I I I (4) 2x6 P05T bxb P.T. P05T WITH RATER. ALL COLUMNS) o L V ® I III _ _ _ OOF TRU55 GIRDER _ _ _ _ _ - _ G02 _ _ HID OAP50N HOR 4 /6 P05T 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES m Iq WC 5D TW GAR GARAGE = DI - o GL. *4"P. I SLAB(MIN.3500 P51 GONG.) III � o ABUbb POST BASE(TYP � MUST HAVE HIGH-EFFICIENCY LAMPS. - ALL GOLUMNO) Z � REINF GED WITH bxb,10/10 W.J.M. I Z t4.ALl HVAC PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC 3030 AWN 6" 6'-b"©EF "' 4" 4'-6 4, 3'-4" b p * I - LAV o 5L0R GARAGE SLAB DOWN 2" I 5D® WC Iq m a a ® b'-0" HD HT lO'-O"GEILIN6 `�sr6 `� TOWAfE 5 GARAGE DOOR p I I m 2 O z z N CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND TWO GAR GARAGE GL. - � DI INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE m O ATH #2 6 *fig" "X"GYP BD ON GARAGE 0 I I 0 0 0 o o B WAL GEILIN6 N I 5 *4"P.G.SLAB(MIN.3500 P51 GONG.) b" 3'-4" 4" 4'-b'� 4" EF©b'-6" 6" 3030 AWN w > > o a RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE m DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE * "TY "X"GYP BD ON INT OF LIVING p I I FIN-2 REINFORCED WITH bxb,10/lO W.W.M. ® 8'-O" HD HT `�' • B SPAGI� OMMON WALL5 TO GARAGEI o *SLOPE GARAGE SLAB DOWN 2" `t p'p Io'-O"GEILIN6 cn w m m U MECHANICAL AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, HD _� I I= p TOWARDS GARAGE DOOR BATH #2 b II cn EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF I I �' N `Ig"TYPE"X"GYP BD ON GARAGE `t I REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. (ED `��s8 ®5D o _I I �I 2-1 I o I WALLS 4 GEILIN6 0 N Q "I dJ x I B *I"TYPE"X"GYP BD ON INT OF LIVING � X668 � �D c� 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC B CL• Q I ax `~I 82-5 5PAGE COMMON WALL5 TO 6ARA&E 2015, UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED 62-5 TO COMPLY WITH THIS CODE. 0�0� 6" (R-21)BATTS "III `�I TO Dlqi - II'- " GEILIN6 mB 5DDORMER WALL5 II B2-5 62 5 ABLE THERMOSTAT SHALL BE PROVIDED FOR I 16.MINIMUM ONE PROGRAMMABLE BED OOM #2 I ABpVE I Iq 6 (R-21)BATTS �s8 Z EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH I e Iq III III W SECTION N1103 CONTROL SYSTEMS. HD 6" 12'-0" b DI I I „ I 4" DI 2 �? II'-O" GEIL NG 17.AL.L EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND Q 2'-6" 16-o I FW-2 Iq BEDR00 #2 0 O m INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD m `� IIq 7 -� OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO I III 16010 OH OR � I I I 4" Iq Ib'-0" DI b" 12'_0" 6" 2'-b D o W w INSTALLING INTERIOR GYPSUM WALL BOARD. - _ _ _ _-_ _ -_ -_- > _ _ 1 m W F"-�i w BHp - - - 5 I/4"x Ib"LVL HDR HD DI I z v 0/21 1z 16010 OH L U, a _ 3�77- _ _ ___ _ _ _ _ a N c O 4 DI Hp 51/4"x 16" LVL HDR HID W - 427.8 503.8 - - - - - - 20151RG G2 ( ) DD11 0 O O VENTING 515TEM TERMINATION LOCATION: (2) 2X10 HDR D/21 THE VENT TERMINAL of A DIRECT VENT APPLIANCE WITH AN INPUT OF 0 e DI ❑ 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST HD HD 62-1 6"FROM ANY AIR OPENING INTO A BUILDING,AND 506H AN Q L - �2)-301 T.&. - - J _ APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT iv _ _ - - - - - - - N SEAT O W � 2 J � OVER 50,000 BTU PER HOUR SHALL BE IN5TALLED WITH A q INCH - - - - � _ ~ VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT Iq ® 6'-0' HD HT Iq HD J (2)2X10 HDA � m OVER 50,000 BTU PER HOUR 5HALL HAVE AT I FA5T A 12 INCH VENT pl DI - w TERMINATION GLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND r r _T J DI ((D THE AIR INTAKE 5HALL BE LOCATED AT LEAST 12"ABOVE GRADE. A q L - - (2) I6 TR_ J v Iq (2) 3 0 DH LINE OF UNIT b (q 62-5 I 2-5 " ® b'-0' HD HT " BEDROOM#2 w REQ ARC. . .......... 4" DI 4-O 4-0 WALL BEYOND �oj� ERT FW C7 o F 2015 IRC- 8312.2.1 b b, 6,_6 1'-0" 16'-o" R.O. I'-4" I'-4" I6'-O" R.O. I-O 2'-b" a'-p" 2'-b BLE IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERA 2 m WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINI5HED l a'-b" 13'-0" 2'-b" 2'-6, = Z FLOOR AND 6REATER THAN 12 ABOVE THE FINISHED 6RApE OR ( OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE N OF THE FOL.Li0WIN6: 36'-8" 2'-0" � N � OPERABLE WINDOW SHALL COMPLY WITH ONE 38'-4" * OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO O 3 g10 yO PA55 THROUGH THE OPENING IN IT5 LARGEST OPENED PO511TION. 2 FLOOR PLAN _ FLOOR PLAN UNIT 5 * FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20g0 UNIT 6 r (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATIOt`V TO F-- CENTER LINE OF ' RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TD'FULLY 2 HOUR FIRE RATED JOB UMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE 1�4"=1�-O�� LIVING AREA= 1,589 5Q. FT. B-2 ALT-2 (MAGNOLIA) RESISTANCE WALL 1�4��=1�-��� LIVING AREA= I Sgg 5Q. FT. B_2 (MAGNOLIA) WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. GARAGE AREA= 377 5Q. FT. ASSEMBLY GARAGE AREA- 317 SQ. FT. "� O COVERED PORCH AREA= 250 50. FT. GOVERED PORCH AREA= 250 5Q. FT. 1 LLI EF =EXHAU5T FAN: GENERAL CONTRACTORS AND SUBCONTRACTORS TO REVIEW THESE 3- U) SHEET NUMBER TE R: ONE CARBON MONOXIDE ALARM IN NEW ONE OT "5": 50 CFM INTERMITTENT OR NOTE "V'' UNIT 6 UNIT 5 DUET CLUSTER NO AND TWO-FAMILY DWELL1�165,TOWNHOU5E5 5TAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTION5: © CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND NOTE: PRE-ENGINEEREp ROOF HD- HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN 5TAIR5 To MEET ALL 20 GFM CONTINUOUS * ALL DRYERS TO BE VENTED REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL APPLICABLE GODE5 AND TO FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT TO OUTSIDE AIR PER CODE z ALL WINDOWS SHALL BE TRUSSES W/ 12" MIN. HEEL BUILDIN65(GONOO5 4 GO-0P5)AND UNITS CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES (B- 2 ALT 2 (MODEL B 2 ) FLOOR PLAN„ OFFERED FOR SALE, IN THE IMMEDIATE REPORT ANY DISGREPITIGIES TOGETHER W/ I/2 BOLT5 © 2-0 O.G. 2 MIN 602 CARBON MONOXIDE ALL WASHER TO BE _ )SERIES HE 'L B2 � 3 IGHTS (U.O.N.) @ 24 D.G. Q = TEMPERED VICINITY OF BEDROOMS,HE THE LOWEST AND CONFLIGT5 TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL w ANDERSEN 200 ARGHITEGT PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4 FROM ENDS W DESIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL GONTAININ6 BEDROOM5. ®5D 5MOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLE55 OTHERN15E NOTED. FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6'-2"GABLE WIDTH U) ^ , INSTALL IGE b WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO bxb P.T.P05T WITH V/ MANUFAGTURER'5 SPECIFICATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED o 51MP50N BG52-3/6 POST W PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. - GAP ANCHOR 3 SIMPSON Ib'-2"GABLE WIDTH 0 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING ABUbb P05T BASE(TYP " U 0 NOTE` LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN — _ - ALL COLUMNS) bxb P.T.P05T WITH U � APPLY IGE 4 WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DEGK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING - - _ 51MP50N ANCBG5HOR $ /b P05T o o Z V AND MEMBRANE ARE AT TEMPERATURE5 OF 40°F (50G) OR HIGHER. CODE. D 0 (3)-2X8 P.-T.61RDER- I- GAP ANCHOR d SIMPSON ABU66 P05T BASE(TYP ` I , V/ PRE-EN6INEERED ROOF " I II'-O" PL HT. ALL COLUMNS) - _ _ -- F- ll'-O" U TRU55E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE II-0 PL HT. I - _ _ _ STRESS DESIGN: L_ -+--' m D (EQUATION 16-8) I q I� � q (3)2X8-P.T.61RDE � y� 51MP50N STRONG-TIE D + L (EQUATION 16-9) OH. ( OH. ( I I-0 PL HT. I .= N..z _ MT5 5TRAPPIN6 EN6TH5 VARY) I NO "R" I� O D + S EQUATION(EQUATION I� B2-5 B2-5 II'-0" PL HT. z U co� ( ) HATCHED AREA INDIGATE5 11 0„ I , 12 12 I U Q W c M CONTINUOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) w �- LOCATION OF FIRE RATED ROOF OR q q I I-0 0 4 TOP OF TRUSS HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) �I N 4 WALL 5HEATHIN6,4'-0"FROM w I OH. = M co I t ti w F 'N I CENTERLINE OF 2 HR FIRE �I NO "R" HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = NI Im O = RESISTANCE RATED WALL iLu ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL = o ASSEMBLY CARRIED THRU Q I I I� 6 T 30 � I I'-0" PL HT. ATTIC,TO UNDERSIDE OF BE DETERMINED IN ACCORDANCE WITH CHAPTER2 0 m ROOF SHTG.- TYP OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I L - - - - - - m la SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I - _ OH. ALIGN FA5GIA5 a �, 12 EXPOSURE CATEGORY B. I NOTE "R" % I II-0 PL HT. Ix 8 2 I I` VARIES FRAME 1_O ___1 -- - — — — — — — — J ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE 111 � _ / / OH 2-1 ALIGN FASCIAS I- _ E- _E- E666����iiii OFOLLOWING DESIGN LOADS: ROOF TRU55 GIRDER _ _ _ _ ROOF TRUSS 61RDER _ _ � - OHTCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I -- - -- / �/ / / NO E "R" I LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD ' jj j/ �/j/ h /j j/// , I'i , j _ UP LOADS AS REQUIRED BY ASCE? 10 , TCDL 15 ,� _ _ - _ _ I / / f� _ - „ ROOF TRUSS GIRDER _ II _ ROOF TRU55 GIRD CUTTER PSF, BCLL-10PSF, AND BCDL - 10 PSF. PROVE I —! r \ ____ - _ _ _ _ ER _ 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE / / - � �- — — -- �/ /i/ r /i % / �n NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC-CELLS. z 12 ///j// /jXX/,�/j/� i L - _- -_ O 8"FASCIA BD �-4 � � // // /, x/ // / -__ TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD / DEFLECTION OF THE LESSER OF L/360 OR .75�. 12 // // �/� ~ O / q D �� // /�//// //7 ' / 12 z 12 W Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO j%j jj jV j jj j j j i Q Q O rn VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR // // // /;�/ u, z Qj�TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL -J �/ / // /i // /% i /� � p ° INCLUDE THE FOLLOWING INFORMATION: �Q� INT.BEARING TRAY GEIL. WALL BELOW '/ ///% /i/// % (j SS - -- - T I� 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. I I / // 1 2. LOCATION OF ALL JOINTS. 6 -- / /j// /// 3. REQUIRED BEARING WIDTHS. OH. ;i / / ' ' „Y///j j/� %j/�j j , RAY GEIL. 4LL .B B LOW '- LEADER TO DRYWELL- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. V %I/ / 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. I I /jj//j //jj/�j �� �, OR ~ 4.4. BOTTOM CHORD DEAD LOAD. // r., O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF cy �, // / / / u J 1 APPLICATION. FLUSH ROOFS — - / / I �]w 4.6. CONTROLLING WIND LOADS. W 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR �`' / � j// X/// ' /// / ./ _ _ I I DETAIL DESIGN VALUES FOR CONDITIONS OF USE. I I j j j%/j// j j% �� FLUSH ROOFS L ' 1�G I o0 6. EACH REACTION FORCE AND DIRECTION. NOT TO SCALE 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, ° �+ THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION SOF EACH IC JOINT CONNECTOR EXCEPT WHERE � _ __ __ - TRU5 IDLE -- -- �Q li- LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 �G °i ///j///j //� , /j/ I % II _ Z � ) INSTALL HALF OF GA MIN THICKNESS GRADE A GALVANIZED STEEL I U _ s / // 4 / // "I � ' FASTENERS ® EAGH o$ PLATES. Till I- y� / � jE/ j// / END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH TRU R106E W/VENT = F- ° * 9E CONNECTION REQUIREMENTS FOR TRUSS TO 12 I _ _- // � '/ j%j j/ RID6AL1T6NN GIRDER-TRUSS TRUSS PLY TO PLY AND FIELD q I T `' ' //,/ 1•- r , TRUE RIDGE W/VENT z V U s®ss , ' �O ' ® m SPLICES. ' II'-0" PL HT. L � � ����,.�/// /.,!/ / �/ / r ' �,f,l � 12 ;i I W does'® 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. �� !�/ j � �/ ,/ q i. s sa 11. MAXIMUM AXIAL COMPRESSION FORCES IN'aTHE TRUSS // - // ./ % '; / Z) o - a o O MEMBERS. %//j%// j / /.3 U ° ° SINVSON STRONG 12. REQUIRED PERMANENT TRUSS MEMBER BRACING ll'-O" PL HT. o ° ° 9 CARRY IGE 4 WATER SHIELD - u -TE I6 LOCATIONS. I'-o" � ° ° FOR MIN OF 3'- ALL (3) 2Xb P05T 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH OH. F�LIREGTtON5R5EGTI0N ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND _ OF METAL 8 A PHALT ROOFING 51HP50M5TRON6-TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD MT55TRAPP"e TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS -__ _- v t� -1 PROVIDE IGE R SHIEL-0 - //j// '' /�///�/� -- -i -_l, (3) 2X6 P05T OH. 14-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A� ON ENTIRE DO ROOF FOR SHALLOW PITCH (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF v) 12 III— - - l�-_- _ NEW YORK. � � I - / Hl/// Lu i I ' r-- -- --- b'- -- - r� � r• r� * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, N ROOF BREAK __�/ / H //�y' /, �- ____ _- ____ s _ w N USE IN COMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND - I I �' //%//p /%/ o Q N N N M �; r r RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I� I I �, ,- _ _- _ -J _ � HEN 5TUD5 AND IZAFTER5 * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH �I u' ///j/ �1/// - - r THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT �cti STANDIN SEAM ///%/// //T///%- � _ �- DO NOT AL16N NOT TO SCALE WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING I IB2 -4 METAL R00 ,//// / // i //j �i- w ASSEMBLY TO INSURE TIGHT FITTING JOINTS. bxb P.T.P05T WITH 0 1 12 TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER 51MP50N BG52 3/b I /// // =2,. / 12 - // / / //, cx +/- II L - ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. P05T GAP ANCHOR -I _ I� 1 ; // // / / +/- I � —I-_ y z z OOFT12U55 61 _ _ t 001!TRU 5 61 DER' . / /// / ///� .. ! THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND 51MP50N ABU66 << I g -1 l // i// /// // / -- -- - --- C� bxb P.T. POST WITH � a g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR P05T BASE(TYP- I I !; / /// / J, I vi z 0 co � N a SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN ALL COLUMNS) - Jll I / // / / /// _ _ _ - _ _ __ _ _ - 51T CAP ANCHOR 0 0 2 °-° o o Z Ef w j / / / / / / J _ POST GAP ANCHOR 8 DESIGNED AND INSTALLED TO PREVENT ROTATION AND _ _ I ( I / // � // R F TRU55 GIRDER -ROOF TRU55 GIRDER _ � cn a v> g _ in I'-0" / / // '/ _._ { 51MP50N ABU66 P05T w w w w w w a ¢ � PROVIDE LATERAL STABILITY IN ACCORDANCE WITH pH I / '// ' j // // �- -� - - N NC3 " i// // /// /// ��. l BASE(TYP -ALL w w a5 m U ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA COLUMNS) SIDEWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE I I // i!/j i,r //j//j j .___ - _j „ o LOWER ROOF I I I 12 'Al I % j/ j %/ // I IOH. TO GOOD PRACTICE FOR HANDLING INSTALLING & ll'-O" PL HT. ` J P / // / // BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. /� q r- ss N { //j /9�// // // Nb LR * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS _ — 04 / _ // �7 / // I OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN 2 HOUR FIRE RATED \, NOTE: INTER5ECTIN6 ROOFS I I ON TRUSS DRAWINGS. _ �� RESISTANCE WA ASSEMBLY f �" WEAVE ROOF SHINGLES AT I I LL 55 BLY * o= L TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, o "R" II'-0" PL HT. 1- INTER5EGTION OVER IGE SHIELD I BELOW ROOF - CARRY TO B I I/�' j/ B o J�� cv �'�� — --- - W UNDERSIDE OF HIGHEST ROOF WITHOUT THE APPROVAL OF A REGISTERED DESIGN NOTEz { z f i/ (�A / 62-5 - i DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY -.� $ MEMBRANE - CARRY MEMBRANE MIN. 24" 62 5 II'-O" PL HT. OUT IN ALL DIRECTIONS OF I I I N 5HEATHIN6 - TYP. / PROFESSIONAL. OH. I 12 12 I y I / / / 4k111 //// NOTE ..R.. �/ 4 0 �- INTER5ECTION i , I I - L THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS // / / // = 20'-3" HIP PL HT B O m IIS II I I //, / / ,,�/ _-_-_-_- - - - - - - - - - - - - - - - -� Z AND METHODS OF ERECTING THE TRUSSES. THE B2/�` ,/// /// L� - - - - - - - - - - 3 - - - - - 1_01 B2-5 W w Z I LLI Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY // //// j // pH > v ui Lu< I I W BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE w // //// .�/// % /. s w i W �.{ w I 11 // I' // / o o Q a �CL INSTILLATION OF THE TRUSSES. 8'4' PL HT. o w „ I ij/ j// I /� o = z (� z I 1 // /// // N - 0 2444 DH IN �u - i --- ROOF TRU55 ABOVE FLOOR i I / ' / .1/ - 1 r > I OH OH// /// // // GABLE END WL N I I I .: - - - 7- , // / k///q/Q" KONT GARAGE 10'-0 HIP NOT 8'-'q" PL HT U) O `� W n - � - - , / l/__ , //WAL/ �. ABOVE 12 12 I O ' - + - ter'/ /! // RT �OOR .- 51MP50N HGP HIP SEE PLAN RAFTER,HIP I"p r �p = $� % //moi/ �// j/ + +/- I I N El I I CORNER TIE OH. NO R �Q 51DEWALL ABOVE LOWER a I I'-0" PL H . 13'-S" DORMER PL HT FRAME // /j j o = J�� Ss y I 1'-p" ROOF ° �_LN-__� - - IOH! ABOVE 15T FLOOR OH. j j j N o ll'-O" PL HT. �� �1�,� PGs '� OH. m o 11-0 PL HT. NOT "R" j J � FALSE DORMER TO BE " �' S z BUILT OVER LOWER ROOF I q'-0" PL HT. OR Uj� �< z v --12- -12-- 0 4 SEE DORMER PLAN ATL- a� 11-0 PL HT. W q'-0" 4'-110" S'-4" 5'-2" �- - __--__ RC GABLE END DETAIL -- �- -- A I G I I CENTERLINE OF 2 HR FIRE oo OH OH �� U �5SER RESISTANCE RATED WALL II'-0 PL HT. L_ _I ATTIC,BO U DER5IDE OF U o o EXTERIOR HALL ROOF 5HT6.-TYP TRU55 RIDGE W/VENT t z< ROOF WEAVE DETAIL 4 AREA OF ONE ROOF UNIT 6 " UNIT 5 3 BUILT OVER ANOTHER TOP PLATE HIP - - (MAGNOLIA) A A B-2 (MAGNOLIA) °z DET IL NOT TO SCALE B2 —4CONNECTION B 2 -L� B 2 ALT 2 82-5 I B2-5 � F O E� B NU 6UTTER5 4 LEADERS INSTALL IGE AND NOTE R: 2016023 ALL GUTTERS & LEADERS SHALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 6 UNIT 5 DUET CLUSTER Q WATER SHIELD PER SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLE55, 0.6. STYLE W/ ALL MANUFACTURE'S PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12 MIN. HEEL ROOF PLAN = RELATED REQUIRED A(CE55ORIE5. LEADERS SHALL BE MIN. ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 @ 24" O.G. HEIGHTS (U.O.N.) @ 24" O.G. n- SPEGIFIGATIONS TO DE51ONED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4"=1'-0" (B- 2 ALT- 2 ) (MODEL B- 2 )_ ROOF PLANz _2x3 , .027 GAUGE W/ CLIPS S ANCHORS. CAULK � SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEERJOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS WARRANTY8" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). ENGINEERo 4 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I OPTION#I CODE SECTION 106.6-EXGEPTION 4: 48" MIN 4b" MIN D.E S I GN No. U 3 3 6 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE OPTION#2 z 2 AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED CODE 5EGTION 106.6-EXCEPTION 4: SECURE ROOF SHEATHING TO G- RUNNER TRACK "G-RUNNER TRAGK2" -CAULK FOR W WALL RATING _ �• SHEATHING 15 INSTALLED FOR A DISTANCE OF 4'-0" ON BOTH SIDES 2 HOUR FIRE RATED RESISTANCE OPTION#1 0 OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY � WALL ASSEMBLY MAY TERMINATE AT SMOKE TIGHT JOINT OVER q FINISH RATING - 120 MIN. THE UNDERSIDE OF ROOF NON-RATED METAL EDGE FLASHING STC RATING - 61 (SF-E ITEM 7) 4,511 48)11 5HEATHING PROVIDED THE ROOF 15 OPTION#2 O .-.J =3 PROTECTED WITH 5/8"TYPE "X" SECURE WALL SHEATHING TO o CL 0 5 GYPSUM BOARD DIRECTLY BENEATH G-RUNNER TRACK TYPICAL ROOFING Z N w THE UNDERSIDE OF ROOF SHEATHING ROOF TRU55 O i._ o rn m` _EX X AND 15 SUPPORTED BY 2" LEDGERS U 4-; ATTACHED TO THE SIDES OF ROOF � U 5 r Cl ,.,.n ,rw� o 2' H STUD TRACK AN # DI�STANGE OF 4'-O MINIMUM NUBOTH SIDES RAKE BOARD -TYP ____ � Z_ -_ _ 1- f x X Z U '6 J "�'� ;'-•`. OF 2 HOUR FIRE RATED RE515TANGE l` T -F 3 G U K FOR SMOKE TI H TYPICAL SIDING � ----------- ------ � u, JOINT OVER WALL A55EMBLY.ALLOW NO L i w v �.; O '� 1;.,,,,,.,• I„ ,,,,,,,,,,,,,,,,,!! r..........,•,.,,,,, w,,, _......... ' ROOF T U55E5 ® 24"O.G. OPENINGS IN ROOF WITHIN 4'-O"OF 2 HIDDEN METAL FLASHING: (� Q ca = •• " . , ---. . _-- 2 TUDS CONTINUED TO UNE IDE GE WALL = o �' �� ................. ....... �rt,........ ..... ....__.-...._....._.. , _... i:__.................,•. ,,,r,.,,, ,,,,,,, HOUR FIRE RATED RE515TAN 12"VERTICALLY d 12" HORIZONTALLY u•, W j . I--- ............. _ _._....._.......-. _..__i..._ ' ....._ --- ---` O ROOF SHEATHING A55EMBLY EACH SIDE. MINIMUM ❑ (� co o0 j.....1 .;'� .. .� M1 .� _-- ..... . . . .. ............._. ,, . ..----- -i.� . .. 2x4 LEDGERS H/ GLA55 B ROOF SHINGLE TO BE OPTION#I AI SPACE EA. 51 D OPT.#2 TYP. INSTALLED i ........... i __...:. a':fi:: -..-- - .. ... ... ---:r_„'i : __.......... -- .. �: J.�:..____ -__�":�.._.._._.__; OPTION#2 z 2x2 x2 Y LONG _ �.. _ :: ::" EL m I P _ f .063 U56 ALUMINUM INSTALL "TREATED PLYWOOD SHTG m BREAKAWAY CLIPS 1 i 11 AIR �SP�"� �' 3'T F. BD. OR MINERAL JFOR MIN 48"OUT, IF LOWER ROOF 15 SECURE ROOF LE55 THAN 30'BELOW HIGHER ROOF 5HEATHING TO TRU WOOL FIRE BLOGKI CONFIGURATION A 3 (�2 (R-J3 fMTT - -- TYPICAL ROOFING ASW GL.IPS OR .Ow3 USCF _ _____ �____ .063 U56 ALUMINUM ALUM ANGLE CLIPS x� �x x'E BREAKAWAY CLIPS t='Xr()S;17 TE:�1�'tRE FRC) I ,AREA St.-J'A[b%x'1Q>411' I.T.1,1 W{1Nu O I" AIR SPACE DOUBLE H-STUD TRAGK I"AIR SPACE I" AIR SPACE . SCREWED BACK TO BACK r .� r_ t (2) PIECES G.P.TOUGHGK I FIREGUARD F- , / '' , PE "X"5H 1/2"GYP.BD FILL ", !1bTEN oo� z DOUBLE H-STUD TRACK 5GREWED I CAVITY AT FLOORS AND GL 15 w---------------'�.wwwww-w_»w._3..�.,wwwww ' `> .:...•--=+-w_wwwww ................. BACK TO BACK 130TH AFTLIN -----41 - OR MINERAL -- ----.......„ "'_---b - ,. . ._. ...... 5 51DE5 AND EDGES CEILING l^U G'YP BOARD O f .. �' :''r.•= j WOOL FIRE BLOCKING U I• �y .. U,.ti I AIR SPACE .................... ..._........� `r_ ....,,.,,.... . .. _L_..._ %. .. ;..._..^ #.... :.:. ..... :.:::::::.. :..........::::.::___ ':......:::_ .........--:..:::::....-�... . .. -'�':. _......_ 1 N 2 H-STUD TRACK W ....,-.: (2) PIECES G.P. TOUGHROGK Ln . ..............................�...-.�. e ' - _ FIREGUARD TYPE "X" 5HAFTLI ER, " � r1 }^ ; WATER PROOF BOARDS H/ O 2x4 P.T. SILL PLATE Z �' `i •: I`` `��'= �J " FIBERGLASS FINISH ON BOTH 51DE5 , '• QJ.. M1`jJ •,`.\moi ! >,.'.-,..{ , �k.y. _ ; ••..- ti .. _•=_��n....L...�---.......�:n` .........,r v,.. _'','`'J/,' ti1.f�.tt\........,n"w.n.wl SLs'o .. \✓.�r_~ .........._.._._......,.. AND EDGES . -h�-......... ....�, : , . ..__.......�,...........-................� F I RST FLOOR � ❑ Y""- Y 3/4 T86 OSB _ IL2 x ,< r SUBFLOOR - GLUED 8 >- '''• SCREWED - RUN RIM J015T PER FLR J015T MANUF. OPTION#1 CODE SECTION 106.6-EXGEPTION 4: CONTINUOUS BETWEEN JOISTS PER PLAN FILL I" CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY 4 ?+ ;�' � ' 'J �+,yr PLATES AT EXTERIOR ;: GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDER51DE ROOF SHEATHING IF FIRE RETARDANT ~i WALL (2) 2x4 P.T.STILL PLATE BLOCKING .063 U56 ALUMINUM TREATED SHEATHING IS INSTALLED FOR A DISTANCE OF 4'-0"ON O :., �E?�I'(}UT)TO �'f i:tk �:R(W, f''-J 'F.IER �I�� `}`''' BREAKAWAY CLIPS BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY [�.• 3;�'' (R-13) CLOSED CELL SPRAY FOAM INSUL 9"'P ANCHOR BOLTS (14" LONG + ALONG INSIDE FACE OF FIND.WALLS-FULL HT 8" 1MI OPTION#2 W :�I�' Sf'�'�t•:F: �; !��„ r'4,�R $P�1C:�...............+.,: :.�.�.I [E� SPr�{::F: ,'�;�, � 3 HOOK N EMBEDMENT OR _ CO . r"~~-------- �� ° ' ) CODE SECTION 106.6 EXCEPTION 4• = I I ! ! OR DRAPED BLANKET INSULATION l;„ ° 4 '` ADHESIVE AMIGHORS W/311X3"X�4" -_�- 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE AT ; ! WASHER PL C9 G 24"a/ RESISTANCE THE UNDERSIDE OF ROOF NON-RATED SHEATHING PROVIDED THE ROOF I ;�: f'j/.: •= '^•, `L ; 1 .,, ,;;�\3 �f�;!f:/ , i (I) 4 HORIZ.REBAR 15 PROTECTED WITH 5/8 TYPE X 6YP5UM BOARD DIRECTLY BENEATH T THE UNDERSIDE OF ROOF 5HEATHING AND 15 SUPPORTED BY 2" r"1 f ' I :' • '.,� > ; ; '' (I)#4 HORIZ. REBAR® MID RATED WALL ASSEMBLY DETAIL O ' F '` : + % i {t ''• ? t'° i BASEMENT 4 LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM HEIGHT OF WALL STORY PF DISTANCE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED ;r '` "r N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS a i; t _ ; }.- & -•?- . I FW2 RESISTANCE WALL A55EMBLY.ALLOW N0 OPENINGS IN ROOF WITHIN 12 FOUNDATION WALL ON 24"A2" TYPICAL BA'.SEMENT SLAB 4'-0" OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY EACH f I f P.G. FOOTING 51DE.MINIMUM GLA55 B ROOF SHINGLE TO BE INSTALLED. fir•/ } _._ f.%�,,� 4 ~rJ •, t *4"P.G.SLAB i(MIN.2500 P51 U) GONG) Z) • '• 3 .�' ;• �, ! 7 L'._-.rw„w.,•w'.1s!••�,r/..c,l_.1.r.' , ,\ ,1,•` � r- - * � f)•y -, 1�`'�\ •'.'l`'�• ! _ , ; .�., ti'••J -.... f, ,. ;, ;,;�•�: 'ti's,'=`,;. . ..,,_..n_ '..� v D06 MIL.POLYETHELENE 5TG RATINO V OPTION#I �,..,i Q VAPOR BARRIER /�,-,,' v *TAMP d FILL'TO 95�DEN5ITY H CODE SECTION 106.6-EXCEPTION 4: ;• ti_ ' ` USG BROCHURE 5A100 (FIRE RESISTANT ;,•, : ', ;y �:'1 _{i ; ° ° ° 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY MAY TERMINATE AT !- ,� { '� ' ',': ° . A55EMBLIES) OPTION#2 U UNDERSIDE ROOF 5HEATHING IF FIRE RETARDANT TREATED SHEATHING Z L t ti ! !:' : it j, T.^ ' i\•, ,• ; i � d 15 INSTALLED FOR A DISTANCE0 CODE SECTION 106.6-EXCEPTION 4: \ ` ;;; ; , . I •.. ;\ ,� \; "'~ - v v PAGE 22 (AREA SEPARATION WALL F 4'-0" ON BOTH 51 DES OF 2 HOUR W I ;,,•, , OJ r r >.\.;.IL ° SYSTEMS) 2 r ; + �"- • • �, :`. � ' �I 2 HOUR FIRE RATED RESISTANCE ni° ° a FIRE RATED RESISTANCE WALL A55EMBLY Q_ WALL A55EMBLY MAY TERMINATE AT a °, TEST #UL DES U341 THE UNDERSIDE OF ROOF NON-RATED O HORIZONTAL #4 ° ° v'. ACOUSTICAL PERFORMANCE - 5TG 60 4811 48 I PROTECTED WNG �ITH ID�TYPE'X` IS e e TEST #RAL-TL-88-350 GYPSUM BOARD DIRECTLY BENEATH XMa ° ° BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF SHEATHING SEPARATION WALL: (Max Height - 66 ft) MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED BY 2"LEDGERS ATTACHED TO THE SIDES OF ROOF g 2 HR FIRE RESISTANCE SECTION 1201.2 F OOR TBG- WALLS, FRAMING FOR A MINIMUM OF I. Floor, Intermediate or To Wall -- 2 in. wide channel Shaped with I in. Ion le 5 formed from No. 25 M5G alv Steel, secured with suitable PARTITIONS AND ELATING 1HEL 2 H STUD TRACK AN D15TANGE OF 4'-0"ON BOTH SIDES Top p g g 9 RATED WALL ASSEMBLY DETAIL ASSEMBLIES, SEPARATING DWELLING G U K FOR SMOKE TIOH OPTION #2 OF 2 HOUR FIRE RATED RE515TANGE fa5tener5 spaced 24 in. OG. �, 1 UNITS FROM EACH OTHER OR FROM _101W OVER WALL A55EMBLY.ALLOW NO 2. Metal Studs -- Steel members formed from No. 25 MSG gale steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and PUBLIC OR SERVICE AREAS SHALL HAVE 2 STUDS CONTINUED TO UNE IDE ROOF T 55E5® 24" O.G. OPENINGS IN ROOF WITHIN 4'-0" of 2 flange Width I-3/8 In. N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 A 5TG OF 50 OR MORE. 0 R OF SHEATHING HOUR FIRE RATED RE515TANGE WALL w ti A55EMBLY EACH SIDE. MINIMUM a N N N M h -- � ,ri 3. Gypsum Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 1" AI SPAGE EA. 51D GLA55 B ROOF SHINGLE TO BE o N N CO M into "H" -shaped studs. TEST #RAL-TL-88-350; STC = 60 INSTALLED. GGG ING -- Type 5LX. TYPIGAL FRAME WALLS UNITED STATES GYPSUM GO -- Type 5LX FIREGUARD TYP) PIEGE5 OR E "X"HS FTLINER, C�YP. BD. OR MINERAL USG MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARDS W/ WOOL FIRE: BLOCKI 46 WINDOW FIBERGLASS FIN15H ON BOTH 51DE5 Z z PROTECTED WALL: (Bearing or Nonbearing Hall) AND EDGES ASW CLIPS OR .0(03 USCF z N � a a 2 HOUR FIRE RATED RESISTANCE " ALUM ANGLE (LIPS o 0 0 o o z AIR SPACE (0 U) ( Q W � g co 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. HALL A55EMBLY 5HOHN HATCHED DOUBLE H-STUD TRAGK w a N 3 separation between wood framing and fire separation wall. SGREWED BAGK TO BACK X W °� m 106.5 HORIZONTAL CONTINUITY: 4A. Steel 5tud5 -- (AS on alternate to Item 4, not shown) -- For Bearing Hall Rating - Gorro5ion protected Steel Studs, min No. 20 M56 FIRE WALL5 SHALL BE CONTINUOU5 FROM DOUBLE H-STUD TRA( 5GREHEDfa FILL I" CAVITY AT FLOORS AND o (0.032q in., min bare metal thickne55) Steel or min 3- 1/2 in. wide, min No. 20 C25G (0.036 in. thick) goly Steel or No. 20 M56 (0.033 in. thick) EXTERIOR KALLTO EXTERIOR WALL BACK TO BAGK CEILING W/GYP. BOARD OR MINERAL Q N primed Steel, cold formed, Shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel w I" AIR SPACE WOOL FIRE BLOCKING w Structural Members by the American Iron and 5,teel Institute. All design details enhancing the Structural integrity of the wall o55embly, including UNRATED 2" H-STUD TRACK 5TG RATING ["'{ WINDOW the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all CODE SECTION 706.5 EXCEPTION #2 (2) PIECES G.P. TOUGHROGK I" - USG BROCHURE SAloo (FIRE RESISTANT a livable local code a envies. The max stud spacing Of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceilin UN5PRINKLERED BUILDINGS: FIREGUARD TYPE X 5HAFTLINER, 2x4 P.T. SILL PLATE ASSEMBLIES) ~ w pp g p g g FIRE RETARDANT TREATED - WATER PROOF BOARDS W/ Z 9 trockS with 1/2 in. long Type 5-12 Steel 5crew5 on both 5ide5 of 5tudS or by welded or bolted connections designed in accordance with the 5HEATHING TO EXTEND 4'-O" ON FIBERGLA55 FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL W A151 5pecificationS. Top and bottom tracks Shall Con5i5t of Steel members, min No. 20 M56 (0.032q in., min bare metal thickne55) steel or min BOTH 51DE5 OF 2 HOUR FIRE RATED Y:y - CODE 5EGTION 106.5 EXCEPTION #3 AND EDGE5 UNEXGAVATED TYPICAL SYSTEMS) IL CD W BUILDINGS EQUIPPED W/ NEPA 13 OR TEST #UL DES U341 0 r , �..I m No. 20 656 (0.036 in. thick) gaiv Steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a Sound Structural connection between RE515TANGE WALL A55EMBLY AND - - GARAGE SLAB �./ OFFSET WALL NEPA 13R SPRINKLER: *4"P.G.SLAB(MIN.3500 P51 LONG) W w Steel 5tud5, and to adjacent o55emblie5 such oS o floor, ceiling, and/or other walls. Attached to floor and ceiling o55emblie5 with Steel FIRE RETARDANT TREATED SHEATHING v REINFORCED WITH bxb,sono H.H.M. ACOUSTICAL PERFORMANCE = 5TG 60 > w fa5tener5 Spaced not greater than 24 in. O.G. 5tud5 cro55-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT 2 HOUR FIRE RATED RE51STANGE I al I a � *TAMP d FILL T095%DEN5ITY TEST #RAL-TL-88-350 (I) #4 HORIZ.REBAR *SLOPE GARAGE SLAB DOWN 2" BASED ON 2x4 FRAME HITH MIN. 3" v o 3/4 in. Separation between Steel framing and area Separation wall. Finish rating haS not been evaluated for Steel 5tud5. WALL ASSEMBLY END 8" WIDE x FULL TOWARD5 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 2 HR FIRE RESISTANCE HEIGHT OF 2 HOUR FIRE RATED - C7 w RE515TANGE WALL ASSEMBLY e SECTION 1201.2 OF 2015 TBG- WALLS, to 4 Shaped, fabricated from min 25 M56 corrosion-protected Steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, Spaced a max of 24 a L� . , PARTITIONS AND FLOOR/GEILING W in. OG. 5tud5 to be, cut 3/8 to 3/4 in. le55 than a55embly height. Top and bottom tracks Shall be channel Shaped, fabricated from min 25 MSG RATED WALL ASSEMBLY DETAIL 2 ASSEMBLIES SEPARATING DWELLING UNITS (/'") V) corrosion-protected steel, min width to accommodate Stud Size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ w max. 5tud5 cross-braced with Stud framingat rnidhei ht where nece55ar for Clip attachment. Min 3/4 in. Separation between Steel framing and N.T.S. OFF-SET EXTERIOR b;?.LILS FW2 a ° SERVICE AREAS SHALL HAVE A 5TG OF 50 _J g y p P g OR MORE. F•T� _ area Separation wall. Finish rating has not been evaluated for Steel 5tud5. ° _J (1)#4 HORIZ.REBAR 0 MID ° 0 5. Gypsum Board -- Gla55ified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to 2 HOUR FIRE RATED e : PROVIDED 5TG=60 TYPICAL FRAME WALLS HEIGHT OF WALL STORY d ' 9",P ANCHOR BOLTS (14" m 5tud5 with 1-I/4 in. long Steel drywall nails Spaced 8 in. OG. Vertical joints located over Studs. (Optional) Joints covered with paper tape and RE515TANGE WALL ASSEMBLY LONG + 3" HOOK, 8" MIN z J SHOWN HATCHED j6lnt compound. Nail heads covered with joint compound. EMBEDMENT) OR ADHE5I(/E Q ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE ' o � o co 6. Attachment Glip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Glip5 Secured with Type 5 screws 3/8 in. long to UNI ( UNIT 12" FOUNDATION WALL ON 24"x12" ANGHOR5 H/3"X3"A" STANDARDS AND REDUGEO SOUND TRANSFER WASHER PL ® 24" OIG. "H" Studs and with Type W 5crew5 I-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOV45 P.G. FOOTING BETWEEN UNITS o E0 ARC 6A.5 lip placement (Item 6) for Separation walls up to 23 ft high. Space clips a max of 10 ft Or, vertically between wood framing and "H" AND DOORS BERT 5tu 6B. Clip placement (Item 6) for Separation wall-5 up to 44 ft high. Space clips a5 described in Item 6A for upper 24 ft. Remaining wall area - ° ¢ LU , z below requires clips Spaced a max 5 ft OG vertically between wood framing and "H" 5tud5. _ _ _ ° _J s -c 6G. Gli placement (Item 6) for Separation walls u to 66 ft high; Space cli 5 o5 described in Item 6A for upper 24 ft. Space cli 5 a5 HORIZONTAL #4 pp p p g p p PP p p 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 Al) 0 between wood framing and "H" Studs. 8" UNRATED SIDING (TYP) a. � ° ❑ �' 2sa �y g i 0 F cv 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN.. ° 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 l0d nails spaced a max l6 CODE SECTION 106.5 EXCEPTION #311 ° J NUMBER I OG. verticall . Intersection between artitionl wood studs to be flush with the 2 b 4 in. Studs. The wall artition wood Studs are to be BUILDINGS EQUIPPED W/NEPA 13 OR N A 13R SPRINKLER: CODE 5EG1fION 106.5 EXCEPTION #2 y p y p FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED *1 � UNSPRINKLERED BU1LDiNGS: 2 HR FIRE RESISTANCE UNITS 6 (B- 2 framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RESISTANCE WALL A55EMBLY END 8" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" 016023 partition intersection per Stud cavity. Non-beariing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. ON BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL 5 ALT- 2 ) QSHEET NUMBER 2 HR FIRE RESISTANCE WALL A55EMBLY _ *Bearing the UL GloSSification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 E- 21 RATED WALL ASSEMBLY DETAILB- 2 ) _Last U dated on 2010-10-21 FW2USG AREA SEPARATION WALL SYSTEM UL# U336; 5 (MODEL - N.T.S. AT FLUSH GONDITION TEST #RAL-TL-88-350; STC = 60 WW 2 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 1'