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HomeMy WebLinkAbout42548-Z rC�'� '• Town of Southold 6/15/2019 3 P.O.Box 1179 0 C* 53095 Main Rd �4% Southold,New York 11971 � rr�1 CERTIFICATE OF OCCUPANCY No: 40446 Date: 6/17/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 12 Millstone Ln Unit 6, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-6 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. 42548 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, covered porches and attached two car garage as applied for. (Unit 6) i The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0060 6/12/2019 ELECTRICAL CERTIFICATE NO. 42548 3/21/2019 PLUMBERS CERTIFICATION DATED 5/1/2019 Sufi Plumbin ont. u ho e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy_• SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42548 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#6, B-2 Alt-2 model) At premises located at: 12 Millstone Ln Unit 6, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-6 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 Buildin nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property'lines, streets,and unusual natural or topographic features. '2. Final Approval from Health Dept. of water supply and sewerage-disposal (8-9 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 f I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installatioons,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 LOpre-existing" land uses: 1. 'Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2.. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory'building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. i New Construction: Old or Pre-existing Building: (chec one) Location of Property: !� House No. Street allam Owner or Owners of Property: 4mo &.,- Dygo&,t Suffolk County Tax Map No 1000, Section Block ® l Lot bddiivi�sion 1 14110 Q �� �^ Filed Map. 7 Lot: 4 Permit No. ` Z W_Date of Permit. Applicant: Health Dept. Approval: �Q ( �Ar7 Underwriters Approval: Planning Board Approval: q /7 Request for: Temporary eitifi ate q p y C Final Certificate: to one) Fee Submitted:$ 5 Ap 'ca igna it CONSENT TO INSPECTION (1°h o r✓ .l� h � the undersigned,do(es)hereby state: Owner(g)Name(s) That the undersign (is)®(fi�r he owner(s)o the premises i e T w of Southold, located at /`�t;dj which is hown and designated on the SuffolkCounty Tax Map as District 1000, 'Section MA.®1 ,Block�,Lot_ . That the undersigned(has) (have)filed, or cause to be filed,an application in the Southold Town Building Ins pe tor-s Office for the f 11'o�wing;, k'aThat the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. .The undersigned, in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. ql� Dated: ( i ature (Print N (Signature) (Print Name) pE SOU��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 P Q ® Southold,NY 11971-0959 a® roper.richert(a)-town.southold.ny.us ® �\ BUILDING DEPARTMENT TOWN OF SOUMOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 12 Millstone Ln (unit-6) City: Cutchogue St: New York Zip- 11952 Building Permit#. 42548 Section 102-1 Block: 1 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 43 Ceding Fixtures 14 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 24 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 150a Switches R39 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2-bath fans, 2-combination smoke / co detectors, 7-ARC fault circuit breakers, 6-combination GFCI/ARC fault circuit breakers Notes Inspector Signature: - -- Date: March 21 2019 i 81-Cert Electrical Compliance Form.xls I�xz`zu-zz'- solm-, Town Hall Annex Telephone(631)765-1802 54375 Main Road - - - AP Fax(631)765-9502 P.O.Box 1179 y Southold,NY 11971-0959 2 G +a BUILDING DEPARTMENT TOWN OF SOUTH LD M AY 2 2 2019 CERTIFICATION g. 7� p r . 8.D Date: z Building Permit No. Owner: S. Q(I t�NI&DVW4 L I- C (Please print) �. �y Plumber:' l� � N� bl1( ctn 1 w -� V► �. (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20_Lq� A&M FIORITA Notary Public,State of New York Reg.No.01 FI6363364 Notary Public, County Qualified in Suffolk C u Commission Expires k U�uc`F� ` OF SOOT y�Fo # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 -INSPECTION FOUNDATION 1ST N✓ [ ] 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: At- 10 DATE INSPECTOR OF SOpT # TOWN OF SOUTHOLD BUILDING DEPT. Cour, 765-1802 INSPECTION ' [ ]�OUNDATION 1 ST [ ] ROUGH PLRG. [Vf 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: )!n4 f07u yv 1 j DATE Q INSPECTOR ho.�a Types # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTMN [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARK A A Asf DATE INSPECTOR F Ow" v o��OF SOUTyOI # TOWN OF' SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: OQ1DA O�-V @C(Allng f fjoV _ PAC.,,' v ��ck 4I� po"s Mev C � DATE INSPECTOR OF SOUIyo� * TOWN OF SOUTHOLD BUILDING DEPT. I `ycom, 765-1802 u INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ ] CAULKING REMARKS: DATE f INSPECTO 50UT # TOWN OF SOUTHOLD BUILDING DEPT. ourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [Vf FINAL W16 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING 1 -- / REMARKS: V eN� DATE INSPECTOR Manual S ComplianceReport Job: -F�- Wrightsoft' Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r.b demo@energytestmgservices.com Project • • For: 12 Millstone Lane Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8'F Outdoor design WB: 71.0'F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0'F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at-Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 102%of load Latent capacity: 5400 Btuh 216%of load Total capacity: 18000 Btuh 121%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 28094 Btuh Entering coil DB: 62.6°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model:,AFUE 92 Actual airflow: 600 cfm Output capacity: 36800 Btuh 131%of load Temp. rise: 0 °F D MAY 22 2019 Meets all requirements of ACCA Manual S. $ WrlgllltSoft" 2019-Jan-04 14:37 07 ,ww•,e,.c,nwem,u,vmr Right-Swte®Umversal 2018 18.0 32 RSU20066 Page 1 ACCK .mor Model B2 MAN JSD%Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W (fir Residential • Form ACCA® • • (Loads, 15 Mar 09 ArCod"Co V,d=c1kmka 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 r-1 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)-12 Millstone Lane Cutchogue,NY 11935, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature- 68 aF North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 28094 Btuh Number of bedrooms: 2 Conditioned floor area. 3299 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows RIve Grains difference. 30 gr/Ib @50% RH Eave overhang depth- 15,0 ft Sensible heat gain: 14083 Btuh Internal shade: none Blinds,drapes,etc. Ee Latent heat gain: 2840 Btuh Dmdow Totalheat gain: 16922 Btuh Number of skylights: 0 HVAC EQUIPMENT • `1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 600 umace,Heat pump,Boder,etc. it Conddloner,Heat pump,etc Cooling cfm. 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity. 36800 Btuh Total cooling capacity- 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity. 0 Btuh HVAC DUCT DISTRIBUTION •I Design airflow: 600 cfm Longest supply duct: 246 ft Duct Materials Used Equipment design ESP. 0.60 in H2O Longest return duct: 83 ft Trunk duct: Sheet metal Total device pressure losses -0,6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0,01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: MunicipalityReserved for County,Town 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist - - wrilghtso¢tm Right-Sulte®Universal 2018 18 0 32 RSU20066 Load Short Form Job: - wrightsoftn Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:rb.defFino@energytestmgservices com Prolect Information For: 12 Millstone Lane Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CL1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +�-wrightsoft, 2019-Jan-04 14:37.07 Right-Suite@ Universal 201818 0.32 RSU20066 Page 1 mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces. W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad-wrightsoft, 2019-Jan-0414.37:07 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ACCN..mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Project Summa Job: -�' wrightsoft� Summary Date: Jan o3,zoos Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email,rb delfino@energytestingservices com Project • • For: 12 Millstone Lane Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 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 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft2) 3299 3299 Equipment latent load 2499 Btuh Volume(ft3) 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 37,07 wrrg0 ftsot�t° Right-Sulte@ Universal 2018 18 0.32 RSU20066 2019-Jan-04 14 age Page I ` 1 ACCR1. mor Model B2 MAN JSD1Runor Model B2 MAN JSD nip Calc=MJ8 Front Door faces, W N Level 2 9,90 grpakfast 9`98 cfm 140 cfm jc��7 Living Kitcrn 105 cfm M bed adiab Pant Laundry K60 cfm Dining area 10 rfmh Mud M bath 7;67(I'm 11 cfm 1\40 cfm CL1 1\7 cfm Stair 1 Foyer L27 cWRth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 107 cfm Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Right Suite®Universal 2018 12 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-244-2627 2019-Jan-0414 3716 r.b.delfino@energytestingservices.com •••N JSD1Rimor Model B2 MAN JSD rup N Level 1 :6- 8 1 219 cfm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14t8x model 216 4x16 2 If Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right Suite®Universal 2018 12 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-244-2627 2019-Jan-0414:37:16 r.b.deffino@energytestingservices.com N JSD1Rimor Model B2 MAN JSD rup Duct System SJob: -�J- wrightsoft°' emummary Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email:rb.delfino@energytestingservices.com Project • • For: 12 Millstone Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft SupplyDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FR (in) (in) Mat[ Ln(ft) Ln(ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 C 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast C 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath C 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 OX 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 SO SupplyD- • Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st26 st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/ilalic values have been manually overridden Wriightsoftm 2019-Jan-04 14:37:07 ti MII.NMf,6v.lWlumghmpm, RightSuite@ Universal 2018 18 0.32 RSU20066 Page 1 ACCP,. mor Model B2 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx wrightsoft" 2019-Jan-04 14,37:07 kCA A4i4�•f�4c ludvw�frnpm� Righ6Suite®Universal 2018 18 0 32 RSU20066 Page 2 .mar Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces, W Home Energy Rating Certificate Property HERS 12 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2019-04-29 Rating Number: MC105 12 Millstone Ln Registry ID: 985590797 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 50.8 $1176 62% General information Cooling 0.7 $33 2% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $289 15% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.3 $380 20% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 83.5 $1895 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 100 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 MAY 2 2mo . Above Grade Walls R-21.0 Infiltration Rate Htg: 1572 Clg: 1572 CFM50 Foundation Walls R`--13.0 Metbodc� ©Blower door Michael Fauci r7_01 C�� t(7 Q 1>n in h,- • l �qC 'Sv Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. © 1985-2018 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: 12 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms f more than one CAZ or tf home has multiple heating systems or water heaters) Date of Test: 2019-04-29 Outdoors Temp During Test: 60 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No 0✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating.`System Primary: Yes[]✓ No 0 Type: Furnace 0 Boiler 0 Heat Pump Q Other❑ i z '•..•` Yentin2 Tyne 3" Drat. * S'iltd e S i[la e CO __ 4C0a11. , tcien- FuelTl` —� �� �' — Cncle T-_e ascal (Worst Case ataral .r orst Case atural r, Rating:95.0 NZ PO OOEO NONOM❑S_✓ NSA Pa. Pass❑✓ Fai10 Pass❑✓_Fail❑ N/A PPM N/A PPM Yes ❑✓ TT pe: Standard Tank ✓Z1ndirect Tankless ❑ Size: 75.0 Style Common Vent 0 Water Heater Primary: 4 No F1 Mstantaneous❑Commercial (SeeNoteSbelow) (Gallons) Stand Alone w's-' 2 ' Yentinz Tvne 3 Drat Sin I'lape SnillaQe(Nat'u`ral): CO' CO_ E tcien Fuel_Tytie Circle./ e _ -- - -- ( yp) (Pascal) -(Worse Case), _ _ (Worse Case), Naturgl) EF: 0.69 NRIPD O[1Ej] N 0 M❑S Q✓ N/A Pa. Pass 0✓ Fail 0 Pass❑✓_Fai10 N/A PPM I N/A PPM Oven-, Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes_❑✓ No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) 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: 2019-04-29 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 VWVW.GRCHARCHITECTURE.COM (631)8643395 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 6 -Permit#42548 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Re ect y submitted, FLED qRC 05SRT Cy� � Glen C rven A, LEED AP Princi l (P 9N 02 8A13 O F0F NE`Ny nD MAY 2 2 2019 ' T. �yA xirr GRCI-1 LI ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 302 ISL.ANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM 631 864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 FD - moi PO Box 1179 Southold NY 11971 3 , - Attn. Ms. Amanda Nunemaker MAY 2 2 2019 Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to = meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is-provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu !y submi ed, D ARC oOSRT coF y�T� v 2 Glen Cherve y IA, LE AP Principal tP� '9�•n �238i0 OF N�� Awff 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 M AY 2 2 2019 T. 20 Feldland Street, Bohemia. NY 11716 • (631) 563-1298 - Fax: (631) 563-2954 APPLICANT: S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent Conhactor,Other) .gym —�y,,— ®St�tj' STORMWATER - DRAINAGE NAME: Section Block Lot _ y Date: INSPECTION REPORT FORM �?YLUilli 7rgY»Yt _ COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITE WORK TO DE COMPLETED YES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls _ C�1�1 b. Limits of Clearing& Area of Proposed Land Disturbance. ���'_�� 5"rfWE Q,9f Os��-/ � c. Condition of Stockpiled Soils. 1C�,L `�` t -t`16i d. Verification of Size& Depth of Leaching Pools, _ e. Verification of Drain Pia installation/Concrete Parg•in --*IL '! oX T& ryj(�, Pr — �{(�IN 6 Pipe g 1� f. Driveway Installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property [�]I �, wr O OQ. v 6tom° T3 h. Inspection of Gutter& Leader System -Drainage Piping ��'( ' i. nstalation of proposed Swimming Pool and discharge ring. �� � H,4 V b 6(5-N_ c6 . T I N-A 1. inspection of Construction Entrance/Staging Area(s. _ t 1�t71 k. Location of ro osed concrete washout area(s). -���^�( ���� FF -A Final 6u ection RePnrt must be corn leteil linorlo,issuaticc of Certtfic;Ite cir bLctl -inc . Thea nli&wit has Iti"r=oalioris for certification of drainaee 1.-- all tions .� �k OPTION$: 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION a Z Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage pipir OPTION g:3 Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. Cn N ' OPTION s:1. OPTION#:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placemeNAt &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. a Town Engineering Department. TOS Review NOTES: TOS Review NOTES: R051o" SUIRM69f C6!UTR0_F,5 '; b L * **FOR ENGINECIIIN P,,'Ii'1 itilE ' Usl ONLY**** 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#: Completed $ Approved by the Engineering Department. FORM * SWCP Inspection Report Form-TOS October 2014 OFFICE LOCATION: ®��� MAILING ADDRESS: Town Hall Annex P.O.Bog 1179 54375 State Route 25 � �® Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 25, 2019 MAY 2 2 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, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager 1 • • . • COMMENTSFOUNDATION(IST) _ MOM FOUNDATIONIVA 1 r� _R , mm ROUGH FRAMING& PLUMBING �immul IT x' INSULATION PER N.Y. ZW I 8TATE ENERGY CODE W0 '101 z imm 1 ADDITIONAL COMMENTS 01 ��' ..:. 1.1_...�.�.[�5.1..�1.� ! � J.1��I_✓� I / • • ( y T®WN"OF SOUTHOLD _._� I__�- _ = BUIL�3� T��F�I� 'ION.C�CKLIST BUILIDIIiG DEPARTMENT - ' i?o yprthaver need the following,before applying? TOWN HALL Board ofHealth SOUT SOLD,NY-11971 _ ; _ __ _ 4 sets ofBuilding Plans- - TEL: (631)765-1502 -Planning Baard approval ` FAX: (631)765-9502 Survey Southoidtownny_.gov 11—:< =' ; ? IT �:` _ `T "_ _U _. -Check 4 Septic Form N Y.S.D.E.C. Trustees- - - -— -C:O:A--pplication _ FIood Permit Examined ,24 D � - _ a,Single&Separate Truss Identification Form APR - 3Coiftaa- 2018 -_ _ Storm=Water,�ssessment_Form. Approved 20J�._. .. .. P ; Fi Mail to: �•�._:�� -q0.$ FJ'���I ��it�?Pv I _, F Disapproved a/c TOWN OF SOUTDOLD _ // 7��3,1 _. - Phone: bol - ,7 941 0.1 Expiration - Bu ector APPLICAT—TON-FOR-BUIL-DING--P I.2AUT Date .. - ,20/09 -INSTRUCTIONS a..This.appIication-MIJST,be completely-filled in by typewriter or in ink arid-submitted to-the-Building inspector with 4 sets of plans,accurate plot plan to scale_Fee according to-schedule. b. Plot pian showing location of lot and-of buildings on premises;relationship to'adjoiriing premises or-public streets.or areas,and waterways.' c.The work covered by this_application may not be,commenced before issuance of Building Permit: _ d. Upon approval of this-application,the-Building-Inspector will issue a Building Permit to the applicant.Such a permit shall bckept on the.prertises available for inspection-throughoutthe work. e_N6buildirjg shall be occupied ot,used, n whole or in part;for any:purpose what so ever uritil the Building Inspector issues-a Certificateof0ccupancy. �,.i ", '} . '` f;Every building permit shij :expire-i t}ie ork,authorized has not coriimenCed_ within r2"inoitfhs after"tlie_date of z.,issuance Eor�as'nofbeen completed within.19 n±ont#�s from such°date.If no-zoning-amendittents pr other-regulations affecting the property.have-b66h-enactedi n"the-interrin,_the=Burlding Inspect6tm'ay-authorize,.rn 4-rtiny;tlie'extension of the permit for an addition-six months.Thereafter,a new permit shall be required. APPLICA'T'ION IS--HEREBYJN4ADE.to the Building-Department forthd-is's'uance•of-a Building-Pernift puisuaiit to the Building Zone Ordinance of the Town of-Southold;Suffolk.Courity,New York;aiid`other.appiicabie'Laws,Ordinances or- Regulations,for the construction of buildingssadditions,or alterations,orfor.removal,or demolition as herein-described.The applicant agrees to comply with all applicable-laws,ordinances,building code,ho_usingcode,-a ndregulations,_andto_ admit authorized inspectors on premises and in building for necessary inspections. _(Signature of applicant or nadie,if aycorporation) • ,- `(Mailing address of ap licant) State Whether applicant is owner,lessee,`"agent; architect,engineer,general contractor,electrician,.plumber or.builder C)W t Name of owner of premises _ B ®� N�o & loci (As on e.tax roll or latest deed)i - - If applicant is a corpo " i n�signatur o t4uully a thg9�offic�-r 0 , p,�f- �/j (Name and title of corpo ate officer _ Builders License No. - Plumbers License No. Electricians,License No. Other Trade's-License No. r I. Locati- d,%hich pro osed work will be done:HouseNumber Street Hamlet ' ' 1 County Tax'Map-No, 1;000- Section, ��+ : 1 Block ® ( — - Lot:_` = -�- Subdivision ALVV"�- _Filed Ma No.Map'No. Lot• 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy -/ b. Intended use and occupancy c t'1,d® 3. Nature of work(check which applicable):New Buildingy Addition Alteration Repair R moval Demolition Other Work 4. Estimated Cost 60 {j'- f 1l f 1 r`l i� (Description) �(Td be paid on filing this application) 5. if dwelling, number of dwelling units `�,. J Number of dwelling<t�riits on each floor If gara4e,_Iurpber of cars. C 6. If Business, cornmercciai or mixed occupancy, specify nature andrextent of each type of use 7. Dimensions ofekisiing structures, if any: Front Rear Depth Height ' " Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions of eptirew c�s�luction: Front � ,b Rear �� tb/ Depth 71 0 Height Number of Stories 9. 'Size of lot:Front _ Rear Depth 10. Date of Purchase Mame of Former Owner 11. Zone or use-district in which premises are situated 12- Does proposed construction violate any nine law,ordinance or regulation? YES NOy 13. Will lot be re-graded? YES` `O Will excess fill be removed from premises? YES NO �/ leImow'baxty Ap .i6r, *8 14. Names of Owner of premises Address Caw hr Phone No. /70";46 -7 Name of Architect4C tF Address Pt Phone No ®16 Name of Contractor Sawe- 44 d&Ok*-!/ Address Phone No_ ---- 16 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.PERMITS MAY BE RE9,LqRED. 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 IO,feet or below,must provide topographical to on survey. 18: Are lhereany covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. ,b ft Ate- tz �� wo -STATE OF NEW YORK) SS: COUNTY OFI&& - e'er, being duly swom,deposes and says that(s)he is.the applicant (?dame of individual sign-'-contract)above named, (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 knowledg_e and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swor�t�c before me this ..• - o day of r 1 20� J4" Notary Public 0TRACEY L. DWYER , 1,signVUrjpp cant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2010 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �0f SU(/TP.O.Box 1179 54375 State Route 25 � Ol0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY [ Telephone: 631765-1938 www.southoldtownny.gov olyCOU ,� PLANNING BOARD OFFICErJ r , TOWN OF SOUTHOLD ^ •` - M3 D FEB _ 72018 MEMORANDUM TOWN OF SOiTTHOLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcens..ki, Planning Board Chairman Date: February 7, 2018 Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, B1, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a B1 or B2 unit and vice versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant. The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February , 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. �A FF BUILDING DEPARTMENT- Electrical Inspector � TOWN OF SOUTHOLD 99 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ~ p1r� Telephone (631,) 705-1802 - FAX (631) 765-9502 roger.richertb-town.sbuthold.ny us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:... . - _ .. _._. e. .. ...... . Dato � Company Name: Name: License No.: o(5 N email: Address: Phone'No.: TT JOB SITE INFORMATION: (All Informatio Required) Name: carveI�, Address: km I 1 LL L Ju C_ ith Cross Street: 'v tn} , Phone No.: 7 _',;ZZ6 BIdg.Permit#: ,email: QQ Tax Map District: 1000 Section: /®a�• 'Block: 1 1, 60 "Lot: ,BRIEF DESCRIPTION OF WORK(Please'Print,Clearly) Circle All That Apply: ,Is job ready for inspection?:, �:-'�'"7 NO Rough In Final Do you need a Temp Certificate?:" /YE§j NO Issued On Temp'Information: (All informationdre uired) j '=Serv! 7 Ph 3 Ph Size: [ �� �A # Meters / Old Meter# - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Lateral 7 H Frame Pole Work done on Service? Y N Additional"Information: ;PAYMENT DUE WITH APPLICATION &CclLI-7 I - Request for Inspection Forn,xls _� COU 01 Town own Hall AnnexTelephone(631)765-1802 54375 Main Roads Fax(631)765-9502 P. O. Box' 1179 Southold, NY 11971-0959 z/ BUILDI RTMEN 40 -61 ICTION ,NO'TICE'l�,O'Fl-�"'tJ"tILIZATION OF TRLJ ��' N§"r qGIN E-ERED 001), ISIS RUCTIONANWOR"414 R CONSTRUCTION 'Date: e. �TYN .71 Owner:' f �S, bProperty: \J, 1, �,lkil 0 Locafl6h`,,�i Please"t otice that the,<z,6h,, (applIC616,1161 —4, A,-IX A commerd 060.6,,004if 0 Act ,ip,,Tesid AMR= to exiqtM _%pommerdap 9!`hz*ibllitaUph; ' "Is"ung gd liercial r I tfAUctUl':-- rro Iff, P to be c'onstiVR-it i0m...,perro subJ6-W"6j`erty r (check a• C.010 TrUNIN 1, nstruction(TT) truction (PW) Pre-60jh6dW,6 _qod con.s n Timber w .T o�F 0, in the foliovAnglocation(s) Floor framing,'including glrders`tifid' (F) Roof framing (R) 'Floor and roof (FR) A 3 Signature:- VeNq� 71, 'Na m,,,er(Pqrs0qi iglhdlil 11 Capacity (check applicable line): 6,1�.r.�.• 6M Owner representative 0 4, TrussReq15.doqX Effective 1/1/2015 1 rC/✓�aYt J r.-' !r'�xr„�,rrJ'r)tirr�7�r��Flo ti '4. ✓1{t�a^ r n'i +�J�.7xG LTU"t'`.Cl���•,.�{�t -sJh'S.�l"`,..��n�'�J�t`atr�rl.���--••{S�i'lN vhf!t-„ rti I.JZ�'�.y ttir r�Jtt��•e.f,J.�`h �•+v�`�"..rrrJ..Sh1�.•.7 �;:2'`f��i 1 St�t,,.��Z1'1??�n�t t� r{f rr'� r '}r r��¢ j�•rrr' rSfSiy4?t.L�.J�Kt�r=•yy�'.'at r•+. 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"{bsl�,,fA•�a��r ohJt '-, s. • 21:2'`? e'Qu, ani'✓ w .,+vr4 y� ,?TStiv�••fl'lYD p?uv:,�. • �� ` F���!a�'"4 ��+Rlpy,r?t•-h�itl.�� f- ,S;h:o/�'cA1J•'•aC� '� 1 , gyp. ::``,. w.r��'sslt;�,Y�Y;'1, R7.,• ��a?�,? `a�s;'„"`Ml��•`"r ..��"� "a�� G� '� ' �Y'fi` ' ;� TYPE B—D y X •' , E, ' s� , :�,, y "^�', ��`i ,s. �.,"v.�,s'�`�,�id�`�e�.� ��� .v''i.'6 � ! � >.', •i1,1"''`,s c,' '• � tT�' RAMP �' �R7 (TYP•) 'h�rW4 i 1Ill� , TYPE 8—D RAMP 'ROPOSED HYDRANT � 20AD TO BE n s' x t°.• 4, z� y:, ..' ,:;j '`, F� C� UIDENED TO 26 FT. unl1 gryN'' 3 1T HYDRANT (TYP) a.F Jas` Rl R7—XR---a.• �' ," F •iz §;eii :•4`raY 'Z` .� 5'uyt R7-1 '�,: ��.,9 `ter ,.�,y.•,, IVU 1'►rt 5MAL.L-'-t5t' 17- -1.rr---WI1rl_ aLvrC:-Ivr-vro- - r - - AS FOLLOW UNLESS OTHERWISE NOTED: • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 0. BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED ; 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. LL BE C900 BLUE BRUTE DR-18 PRESSURE 1 PIPINGSTONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6' HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". . COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. I BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING JD WATER/DRAINAGE LINES. i PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AN6 dD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC a PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE 2ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. i 0 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 DIET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF AES 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 Area Total SF Harvest Pointe at Unit Numbers Area (SF) (SF) ( ) ` 177-124 1,999 486 2,485 C u tc h o g u e 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York ' ;31,33,36,39,41,45 1,599 363 1,962 Town of Southold x•6,47,49,50,52,54, 6, 58, 59,68, 72, 76 - Date -__ApPvd. No. Revision 13 TOWN/SCDHS REVISIONS 7/28/17 AVL yam! j- 2,5,6,9,11,13, 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL x'5,28,30,32,35,,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL ;10,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN• 4/6/17 AVL >7,60,62,64,66,70, ' -- 73,74,75-- - --i_ - ------ —— --9------,IOWN REVISIONS--- - 8 SCDH REVISIONS 3/9/17 AVL 4 4 7 34 37 43 55 . 1,599 380 1,979 61 63 65 67 69 71 ao76- ._s'$'I ��;.+.�;•;4:�.4.y�.�'.- '',7;s.'.y.,h-ms�:s:-�.,"^'>`,•^:y..`�.�.>`'�r-:r..'�.;k„,,j;•e�1",3•;<,.=•..`';•tiz 7,'•:a...sr..:. r.�a,<:+:,;. .tit t; { 15,16,17,18 1,999 408 2,407 Issued for Date { July 10, 2015 N/A 6,188 N/A 6,188 i SCTM: 1000-102-01-33.3 e SC®HSA royal ' lli "Ut SUFF0Li�'”'0U;tf�'ba GrpAgi VENT OIr HATH SERVICES ' 1 ERMN FOR APPROVAL OF COaDIS 084 FOR� % !� f 7 tJ✓ AC�ED Drawing Number � MR MMIMUM OF J2 1%q8 0� NE �` aFgRES THREE YEARS FROM DATE OF APPR: flit. �C�pQ'� ��0 V. � 0 C =40 i �� 0 $ a rt ► 41 Sheet of i <L a f 2(p z" 9 28 O v RnP!:S SI ONP "-- Project Number 29305.00 -06-®013 SC®HS Reference # C10 I C NOTES: ` HE OFFSET.IOR DIMENSIONS)SHOWN HEREON FROM HE STRUCTURES TO HE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USEAND HEREFORE ARE NOT INTENDED GUIDE ERECTION OF FENCES,RETAINING WALLS,POOLS, �o( PLANTING AREASS,.ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 111, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Aun PERSON,UNLESS HE IS ACTING UNDER HE DIRECTION OFA LICENSED w"'� PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ITEM IN ANY WAY.IF AN ITEM BEARING HE SEAL OF AN ENGINEER OR LAND SU SURVV EYOR IS ALTERED.HE ri ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO HE ITEM HIS SEAL AND HE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATUREAND HE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF HE ALTERATION COPIES OF HIS SURVEY MAP NOT BEARING HE LAND SURVEYOR'S BLUE IN. SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL` �l`" OTHER HAINIVSBLEP PETION.TREES,PATHS,RMANENT STRUCTURES DEBRIS ORANY OHFR CONDITIONS V Q QQ COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS Q" RESERVED NO PART OF HIS DRAWING MAYBE 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 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL OOOn MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHERPURPOSE, V tx ti ((Al D J `L1 ff MAY 2 3 2018 ` L2 OQQ ` •�Q ^rye O• �� '`�� TOWN OF SOUTHOLD /I 11\ �pAVID p� O co cu s ^,�'� Ix aao. NjA s s� r (f) z 0 O 5 2 NIE,o502�3 J� 2;A 05-04-2018 FOUNDATION LOCATION FOUNDATION AS-CONS ITRU 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 r pNELSON & POPE 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 1 S SCALE: 00026 CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 1"=30' DATE: 05-07-18 PROJECT NO.: 00026 ` NOTES: l/ 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 ALICENSED 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 • ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ,` THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION p COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED �O QPJ eco ®ep-F SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY /y6/ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 5J O SL OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Q r7�G• (.y CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS NQ' 41 e� Ylj n�� OTHER THAN VISIBLE PERMANENT STRUCTURES n --..77 o � �- ��yQ• �� s� COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS O, L`F h GS .� RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, �� 90, �'' ryh , sj•Os RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN Q GJQ" e/r h \\ �• S h� , Acr PERMISSION OF THE SURVEYOR e+40, �� \ �•�, �• ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT °A L2 �70 6 ,9piL �Ci \ Fo L srlowN sr0 / G' jr lb \ v �o OCT 2 1 2019 0',ter. INIA R o° 11 W °� Oce �� °5 � tiQ III o �0 �S 65o26r53n E 49.54' Mtu � r ' Z R=275.00' rp L=77.85' 167.99' (ACTUAL) co t - -s' _ N g � N I w S52°55'20"W p 05— — �s � 021 J J Q' m;Am w LANG o o S cp Quci I o I N I ti S 40052'38" E m� �c► TOWN OF 04-26-2016 FOUNDATION LOCATION FINAL SURVEY FOR SOUTHOLD 02-16-2019 SANITARY AS-BUILT 25.43' � UNITS 5-6 UNIT DESIGNATION MAP OF S52055'20"W I 03-25-2019 REVISED SANITARY HARVEST POINTE CONDOMINIUM 1 19.37' —�-- — — I _ _ 04-17-2019 FINAL SURVEY FILE NO.:471 FILED January 09, 2018 SITUATED AT C7 - CUTCHOGUE Z W TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK LL. SCHOOL HOUSE LANELL LLI S C T M DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 7.8&9 NELSON & POPE ENGINEERS & SURVEYORS ( 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 f PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD NO.:INDNIDUALSURVEYS SCALE: CALE: CHECKED BY: PE FILE NO: SHEET NO.: 1 OF 1 1"=30' DATE: 02-16-2019 PROJECT NO.: 00026 , , I 41 NOTES: / THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145• PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY \ cz �) PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED I #^t i I � I r•-+ - PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF (- ! ; •.'+ , j f L� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Gy / i is f A ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. LJ JUN 1 4I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 2019 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY I\ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS v• �� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED ,_, - AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE (y YA~ n ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN a 1 so ` PLAN DATED 7@1118 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP VVV YC/ 7+ Cd CJ'Q- CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR C9Q\� FURTHER DESIGN �O PJ �Q j �Ae7T 'PLcq>� <tr��tr PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE �CO CC,p'P7` �p j> S CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 00OTHER THAN VISIBLE PERMANENT STRUCTURES Ae7J• iQ O• 3 � �T� COPYRIGHTA NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, (C'p'Q7L 0y 6 7) RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED V-19, � ^ \'� u'• IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 'Q��6 PERMISSION OF THE SURVEYOR C'G ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT SHOWN � �`�� \ R�� V �° Su'• ti7j, s1 (c'Q �' \ ^� ry' (•J .� `S ALL SANITARY PIPING 4'SDR.15,TYPICAL. y O �O\ °^AQ �'� \P�• SANITARY SYSTEM AS-BUILT TABLE / s• ti1b, 5��� \\ ioFSO�sr• STRUCTURE NAME TIE A TIE B sQ ti \?° C^ �``" UNITS#5-6 , /y\,�° O 4:1 ST-1 30.1' 66.7' 7 ?9, ^ \�Q. yryh� ST-2 49.8' 78.4' ry6s ^o /'Po LP 49.4' 78.5' O' ^voo2r// GObQ of p E W OLK YSUFFOCES opVID o� 0'P APPROVAL OF CONSTRUCTED WORKS FOR '/'7T �, ti� ��hQ. 8 CO QQ TF,p ® A SINGLE FAMILY RESIDENCE a\Q • ^Q � w LU Date 1 2 20019 H.S.Rei.NO.&(49 IT ®®60D AA ' The sewage disposal and Water supply facilities at this location have been Inspected and/or certified by 0.:a DepartmAeIn��or other agencies and found to � ��'S, �'0 0502 Uj be satisfactory FOR A MAXIMUM10F� BEDROOMS, 0426-2018 FOUNDATION LOCATION (� D SANITARY AS-CONSTRU FOR Uj 02-16-2019 FINAL SURVEY UNITS 5-6 UNIT DESGNATION MAP OF 02-19-2019 SANITARY AS-BUILT Craig Knepperl P.E.9 Chief HARVEST POINTE CONDOMINIUM 1 ILL 03-25-2019 REVISED SANITARY S�@YUSFILE NO.:471 FILED January 09, 2018 05-30-2019 REVISED SANITARY SITUATED AT AS PER SCHD CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFRENCE NUMBERS &AREA'S S C T M DISTRICT 1000,SECTION 1020'1,BLOCK 0100,LOTS 5&6 UNITNo. HD RREF No. HABITABLE AREA GARAGEAREA TOTAL GROSS FLOOR AREA — i NELSON & POPE 5 R10-17-0059 1,599 S.F. 363 S.F. 1962 S.F. ENGINEERS & SURVEYORS 6 R10-17-0060 1'599 S.F. 363 S.F. 1962 S.F. 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: LT CADD No.:INDIVIDUALS00026 S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 02-21-2019 PROJECT NO.: 00026 1.1—30' 57 APP OVED AS NLID Blower door .� �����s nductwork DATE: B.P.# g required. FEE:- ' VD BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM, FOR THE, FOLLOWING INSPECTIONS,:- - Must provide Manuals 1. FOUNDATION TWO REQUIRED FOR POURED TWO D, J and S as per 2. ROUGH #RAMING & ,PLUMBING NYS Energy Code 3. INSULATION-, 4. FINAL-- CONSTRUCTION MUST BE COMPLETE FOR C.O. Fire Separation ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW required as per YORK STATE. NOT RESPONSIBLE FOR NYS Code DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF TRUSS PLAOARDIfNG REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL SOUTHOLD TOWN PLANNING BOARD INSPECTION REQUIRED 1(80tffM XD T07VN TRUSTEES PLUMBER;O,ERTNFICA TION ONr42fAD-CONTENT BEFORE OCCUPANCY OR c�frTFII T&00OCCUPANCY USE IS UNLAWFUL SQL"I�&3,USF0,NN_INA,TER S, PPLYSYS7`IM bAIVNOT WITHOUT CERTIFICATE 14- oF'1%LEAD. OF OCCUPANCY DRAINAGE INSPECTIONS ARE REQUIRED PLUMBING,.-, Contact TOS Engineering at 766-1560 before ALL PLUMBING WASTE Backfill,OR Provide Engineer's Certification .='- &WATER LINES NEED. that the drainage has been Installed to Code. TESTING BEFORE COVERING DO NOT PROCEED WITH FRAMING Uri:11 3UFVFY OF FOUNDATI0,N _;) , 'ON g HAS BEEN APP80VED.,' __ GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISL.ANDIA, NY 11749 WWW ORCHARCHITECTURE COM63164-3395 IN -March-12;2018--- Town 018--Town of Southold Building Department 53095 Route 25 Southold, NY 11971 Attn. Ms.Amanda Nunemaker Re: Harvest Pointe at Cutchogue Models B,B-1,B-2,C and Alternate Elevation Documents Dear Ms.Nunemaker: Please note that where stated on: Elevations: "Centerline of 2-hour separation wall" Foundation Plan Floor Plans, Roof Plan and Building;Sections: "Centerline of 2-hour separation wall per UL##336 Sheet FW2: "2-Hour Firewall separation detail" U ailed is a 2-Hour Firewall in this application. Respectful submitted, EID ARC y ice.-• t� _ 'Pm � , Gle beAIA, L ED AP u� Z Pri ipal3B A �c O T F N�� 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 8316 Foam Plastic TABLE 8405.1 F- 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 Properties of Soil Classified According to the Unified Soil Classification System Z C) 2017 YORK STATE CODE SUPPLEMENT PUT3U3HED 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, draftsto in shall be rovided in R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation n foam plastic materials. Z NEVI( ( � PP Y q Y Y 9 PP 9 P UNIFIED SOIL VOLUME W 2017 N YORK STATE E1�ERGY CONSERVA110N CONSTRUCTION CODE floor-ceiling assemblies under the following circumstances: 8316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION CHANGE E `II bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2 0 2017 YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KWA AS 'THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. SYMBOL CHARACTERISTICS POTENTIAL EXPANSION V y N that the end use will comply with the requirements. m 2016, EFfECTT1�E OCTOBER 31, 201 R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, " 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 O •-•✓ 2016 NYSRC (2015 IRC 2ND PRIMING) barrier of not less than X inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, r 1 U 2016 NYSEC (2015 IECC 2ND MONG) 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 ���yy,./�� TmE 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. cRouP I sw WELL GRADED SANOS, OR GRAVELLY SANDS, GOOD LOW LOW _0 C) L_ 3 SECTION 8101 Exceptions: LITTLE OR NO FINES L 0 O) a7 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, F- �s.J r v 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 0 a FAM14 U > - rn inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES 0 D MEDIUM LOW � (1) 2O R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section 8303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW � ~= cn N 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 Z U �'� �� ri ve rade - rn than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three sto es abo g 8303.1 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 thou 3v inch. SG CLAYEY SANDS. SAND CLAY MIXTURES MEDIUM MEDIUM Low � L ��'a � M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U Q W m M 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 GROUP 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW = ti - R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. U - SLIGHT PLASTICITY ❑ ' ` M supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, �NJ GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM W illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS TO LOw 8109.1.5.1 Fre 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. _ building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation woad girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum a- is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points I Section 8305 R317.1 Location required. Protection of woad and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 8109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 8322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA 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. ''� 8305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. 8317.1.1. 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 bock fill where the unbalanced height of fill exceeds 4 feet. Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section 8405 Foundation Drainage R202 Definitions: bov 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 iearth and enclose habitable or 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches a e y Z Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable 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 inte ral to an o a ue surface of the buildin envelo e. 30 inches at the showerhead. 9 Y P q 9 P 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an appiroved drainage system. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the finished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according (,� ebris Re ion: Areas within hurricane- rone re ions located within 1 mile of the coastal mean hi h water line where the ultimate desi n wind speed n in II r v' wi h r v r i if' i h r I to the unified Soil Classification S stem Grou I Soils as detailed in Table 8405.1. Windbome D g p g 9 9 R 319.1 Address identificatio . Build gs sha be p o ided t app o ed add ess dent icat on. T e add ess identification sha I be legible and placed in a position y p Z) 8308.4 Hazardous locations. The locations specified in Sections 8308.4.1 through 8308.4.7 shall be considered to be specific hazardous locations for the purposes (Vult) is 130 mph or greater. of lazin that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � 9 9 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 o Section 8406 Foundation Water roofin and Dam roofin H 8308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the P 9 PP g fn r o the limitations of this code 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 8301.1.1 Alternative provisions. r an alternative ne the requirements in Section 8tion the following standards are pe matted subject t bottom ex osed ed a of the lazin is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z ' it t' n therein. Where en ineered desi n is used in con'unction with these standards, the desi n shall cam I with the International Buildin P g 9 9 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 Ilm a to s g 9 1 9 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 dompproofed 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). (2015 EDITION) door. 11 0 Section 8321 Elevators and Platform Lifts 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) 8308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent � /� R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall com I with ASME V- LJ J 8301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 8301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. 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. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only A17.1/CSA B44. F" demonstrate com liance of nonconventional elements with other a licable rovisions and shall be com atible with the erformance of the conventional framed Exceptions: The remainde) of excavated area shall be backfilled with the same type of soil as was removed during excavation. Z m p PP P p P 2. Glazin 36 inches or more measured horizontal) from the wolkin surface. 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 9 Y g 8408.1 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 8322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of Section 8310 Emergency Escape and Rescue Openings I T HAVE AT LEAST ONE EMERGENCY ESCAPE AND R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. T R301.2.1 Wind desi n criteria. Buildin s and ortions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind UNFINISHED BASEMENTS E I SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQU RED 0 Table R301.2 1 and substantial im rovement and restoration of substantial damn a of buildin s and structures in floor hazard areas shall be desi ned !�4 9 9 P RESCUE OPENING PER SECTION 8310. E rens window & window well ( )� P 9 9 � 9 8408.4 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 R301.2(41)A. ( 9 ) and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard T� 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. TABLE R301.20) 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 8502.2.2 Blocking and els a oring. Blocking for fastening panel edges h fixtures shall ra a minimum of utility grade lumber. Subflooring shall be wood CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall 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. FFFF----iiii �j the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. ~� / , Wind Desi n SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean r"'~ GROUND 9 FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 s uare feet with a horizontal rojection and width of not less than 36 R502.6 The ends of each oist, 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 DESIGN UNDERLAYMENT Freezin Annual q P J R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing J 9 / 9 O SNOW SPEED Topographical Special Wind DESIGN FROST LINE HAZARDS 9 inches. The area of the window well shall allow the emer enc esca a and rescue o enin to be full o ened. a liances and lumbin fixtures; ducts stems; and other service a ui ment shall be located at or above the elevation re uired in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. w LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED Index Temp 9 Y P P 9 Y P 32 p g y q P q /1 8310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the 8322.3. 8502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. � �..1.� 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 Exce tion: Locatin electricals stems, a ui ment and com onents; heatin , ventilatin , air conditionin ; lumbin a liances and lumbin fixtures; duct R502.8.2 En ineered wood roducts. Cuts, notches and hales bored in trusses, structural com osite lumber, structural hue-laminated members, W zone P 9 Y q P P 9 9 9 P 9 PP P 9 9 P P 9 r v r i II for he ull hei ht of the window well. Cn wall and shall be spaced not more than 18 inches on cente a tca y t f g systems; and other service equipment is permitted below the elevation required in Section 8322.2 or 8322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these MODERATE SLIGHT TO 10 R310.2.3.2 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 a roved 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 Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n HS PP 9 9 PP 9 9 P P p Y 9 9 i I vation rovided that the conform to the rovisions of the electrical art of this code for wet tin . Exce tion: A drains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located below the requ red e e p y p p loco o s rofessional where re uired b the statues of the urisdiction in which the ro ect is to be constructed. 8301.2.1.4 Exposure category. p 9 Y q 9 P q Y 1 P J r T , 1. Exposure B. Urban and suburban areas, wooded areas or otlher terrain with numerous closely spaced obstructions having the size of single family dwellings the United Sail Classification System, Group I soils, as detailed in Table 8405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate ❑ �..L.,( or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. infiltration to flood waters into the system in accordance with the plumbing provisions of this code. O R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the Section 8506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways R506.1 Concrete slab on grades to be min 3-1/2 inches thick. elevation required in Section 8322.2 or 8322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consistin of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passin w' over o en water for a distance of not less tan 5000 feet. Ex osure D extends downwind 600 Handrails shall not roject more than 4 % inches on either side of the stairwa and the clear width of the stairwa at and below the handrail hei ht, 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 P4 3. Exposure D. Flat, unobstructed areas exposed to wind flu ing p p P 1 Y Y 9 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 X 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 Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: 66 both sides. according to the United Soil Classification System in accordance with Table 8405.1. � buildin s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsu orfed 8311.7.2 Headroom. The headroom in stairwa s shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured - R301.3 Story Height. The wind provisions of this code shall apply to g ry g g Y PP 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 than 6 inches shall be placed between (- bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. 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 ..i rovisions, rovided that sto hei hts are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of 1 Risers. The riser hei ht shall be not more than 8 1 4 er su lement. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: Y 9 y H P P rY 9 8311.7.5. utilit buildin s and other unheated accessor structures. Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to q g / P PP 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 resist wind loads shall be in accordance with the International Building Code. .311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. � U R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section 8602 Wood Wall Framing Z R602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables 8602.3 1 tlhrou h 8602.3 4 Wall sheathin W 8302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section 8302.2, Item 1 or 2. The common 8311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. 9 P ( ) 9 ( )• 9 8311.7.8.2 Continuit Handrails for stairwa s shall be continuous for the full len th of the fli ht. 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed o enin s do not meet the re uirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). 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 Y• Y 9 9 P 9 P P 9 q � U 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. 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. O accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 2q inches. Each tread shall have a depth of not less than 0 inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than 9 inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P29104 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. and Coastal A Zones shall be supported on pilings or columns. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not mare than 1 unit vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE infeasible to com I because of site constraints, rams shall have a sloe of not more than 1 unit vertical in 8 units horizontal 12.5 ercent Section 8 on Mezzanines TABLE 8302.1(1) PY P p ( P )� 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 EXCTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. r r ti than 72 inches above the finished rade or the other surface below on the exterior of the buildin the o erable window shall com I with one of the 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL w (a N 17 FIRE-RESISTANCE RATED 1 HouR <5 feet 9 9 P PY R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. H M r ai '- WALLS � followin 3. CEILING JOISTS NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL p � c�i c�i ri ri � a � NOT FIRE-RESISTANCE RATED 5 feet 9' R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, ( ) PROJECTIONS FIRE-RESISTANCE 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. OVER PARTITIONS position. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 8802.5.1 9 FACE NAIL TABLE 8302.1(2) Exceptions: ( ) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 1OD EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section 8312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL Section 8313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section 8310.2.1. RAFTERS WALLS TWO 16D COMMON. END NAIL it z 0 NOT FIRE-RESISTANCE RATED 3 feet 8. STUD TO STUD NO AT BWP Section R313 Automatic Fire Sprinkler Systems ( ) 16D COMMON AT 24"O.C. FACE NAIL t 0) a 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 N W N deck or slab. The fire-resistance rating shall extend the full) length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O H O O Z � H assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL j j j w j j a_ ¢ j R302.2.2 Parapets for townhouses. t3D• a 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"O/C FACE NAIL a w m ob U Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24' MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL m ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet 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 PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o Section 8403 Footings c\ each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less 8401.4.1 In lieu of a com 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 than nominal 2 inch 51 mm led ers attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or P 9 9 P 9 / 9 Y Y Y Y 9 ( ) g g Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on sail that consists rimoril of cls or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL walls and any openings or penetrations in the roof are not Within 4 feet of the common walls. buildin Is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their y Y 9 p p 9 9 p 9 p y y 9 � YP P P P any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 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 8402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the fallowing locations: lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL ratin . The wall shall be rated for ex osure from both sides. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment (,n 9 P 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL � R302.2.4 Structural inde endence. Each individual townhouse shall be structural) inde endent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment P Y P Section 8314 Smoke Alarms 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z Exceptions: R314.1 General. Smoke alarms shall com I with NFPA 72 and Section R314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. py 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W 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% ( ) IL CD 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 20349 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 O m R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and i 0 fire-resistance ratin 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 wood 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 W w / 9 le in room. Y 9 1. In each s ep g anchor bolts s aced as shown on the lans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. p P 8D COMMON (SUBFLOOR) supports (see note f) W w 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 = Exceptions: 4. Smoke alarms shall be installed not less than 3 feet 914 mm horizontal) from the door oro enin of a bathroom that contains a bathtub or shower. f� 0 1 ( ) 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 U 0 1.A fire-resistance rating of {� hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in Z connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), (O 1 t3• 1 a location required by Section R314.3. 90 ksi for shank diameters lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank diamete°rs 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 TABLE R404.1.2(1) 9 9 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. d. 4-foot-b 8 toot or 4 foot b 9 foot anels shall be a lied vertical) shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls Y- Y P PP Y W li 0 enin Protection. Hone comb-core steel doors not less than 1 3 8 inches thick, or 20 minute fire-rated doors, a ui ed with a self-closin device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall 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 Q w 8302 5 1 p g 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 with sellf - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) No. 26 a e sheet steel or other a roved material and shalll not have o enin s into the aro e. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 9 9 PP P 9 9 9 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = r :ed as re uired b Table R302.6. 0 enin s in arae walls shall com I 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 plws roof/ceiling assembly. Exceptions: Lii U 8302.6 Dwelling garage fire separation. The garage shall be sepo at q y p g g 9 py Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed ass less than or equal to 130 mph, IJ ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section 8315 Carbon Monoxide Alarms >8 AND ONE No. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 jj2 grade studs supporting a roof load with not more than 6 feet of tributary length Shall have a maximurm 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 inches on center. Z z R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla in at corners and intersections with bearin w 8302.6 Garage ceiling: 5/8 type X gypsum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in P P PP P P P PP 9 9 ; Q 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 � 0 R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches ruminal thickness and have a width not less than the width of the studs. (D 0 cn 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. 8315.2.1 New construction. for new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following Conditions exist. MINIMUM VERTICAL REINFORCEMENT eAR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for V5 c 8302.11 Fire blocking shall be provided in wood framed construction in the following locations: ( ) 9 g ( ) 9 9 9 p p L1J 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. SIZE AND SPACING INCHES exterior walls a.^.d bearin walls, fi ure 8602.6 2 Natchin and bored hole limitations for interior non bearin wrolls & fi ure 8602.6.1 to _late Q \, h'� P P 9 P P 99 framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at eaclh side of the notch with 8 10d nails U � ��6 L'h. 1.1 Vertical) at the ceilin and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Y 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER F00T OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) _ (V ��G 0 1.2 Horizontally at intervals not exceeding 10 feet. (FE Er) (FEET) Do not backfill with any soil containing silt or clay. r Q' Z 2. At interconnections between concealed vertical and horizonital spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. WALL THICKNESS (INCHES) � "ffi -Zf 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. 8 10 12 W � 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7' NR NR NR = �� products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 9 8 5 0 41 NR NR 0 N I 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 0 22 NR (0 ' 23 (3 „`� 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ I NV 1. Twa-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. r f 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. ft 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. JO NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 0 O 5. One half inch gypsum board. 6. One quarter inch cement based millboard. T T 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. <J NIT 6 UNIT 5 SHEET NUMBER 2 Z (B- 2 ALT- 2 ) (MODEL B- 2 ) w 0 �OPYPlr,HT f1RCH ARCHITFCTURF P,0: 2017; All. PIr,HTs RFSFRVED 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 C AT I 0 N SIGN co Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: l N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z MINIMUM NAIL ULTIMATE DESIGN W insulation's thermal erformance. 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 P 2. A flashing of on approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � o SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND/OR TIMBER CONSTRUCTION c) 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 �� W SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE furnace is located, a utilit room or on a roved location inside the buildin REFLECTIVE RED (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) X187 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. B C D TABLE N1102.1.2 (R402.1.2) Z /'1 1 U 8d 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. / 0 W COMMON V CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. �i��� �� R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (Including stories below top ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE H `� 0 I> - U �. _ U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL EFLECTIVE � U story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering R-VALUE Section 0101 Scope z N o practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M WHITE +_ y N� I 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 R U) = rn a)Z _ MARINE R802.11 Rafter or truss uplift force. Section U102 General Definitions 1/4" Z Q40 v M 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 r_ C0 Span (ft) 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE = uri 'r' cfo 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 ms) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ U M 00 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 WHITE IN W : 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. rrnn 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. IZ 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 N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. 2 _ SECTION 1265.4. SIGN OR SYMBOL 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, a 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 ( ) P ( ) 13.94m2. The solar-read zone shall be com osed of areas not less than 5 feet 1.52m in width and not less than 80 s uare 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. N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the to of the basement wall down to 10 feet 3048 mm ( ) y p ( ) q ( ) TABLE R702.4.2 below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR -� 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 BOX,OR IF THE UTILITY Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting 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 AFRXED 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 t 178 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 SIGN OR SYMBOL RE UIRED BY THIS PART SHALL E F X PIR N 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 Q B A FI ED RO TO THE ISSUA CE 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: F- 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) NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet F- SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Cn a,c (Inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z L3x3x1/4 6'-O" 4'-6" 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. 0 L4x3x1/4 e'-o" 5'-0' 4'-s" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) L5x3.5x5/16 10'-0" 8'-0" 6'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + . (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D t .6W (EQUA710N 16-12) 0 L6x3.5x1/4 /4'-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) LL Ln BE SEALED. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF ~ M a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. O l r J c. Minimum beariing to be 6". KNEE WALLS SHALL BE SEALED. Z Q 1 /T R703.12 Adhered masonr veneer installation. Adhered mason veneer shall com I with the re uirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN v Y ry PY q / ACICORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. INTfERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, 1. Minimum of 4 inches 102 mm above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. W ( ) FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION DE51GN LOADS: R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum GARAGE AND CANTILEVERED 2 THIE 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 1{z inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THIE 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 ROOIF: 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) ALLOWABLE FOLLOWING INFORMATION: feet (3048 mm) to o building on another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIf,MUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. ~� (FORt SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION OF ALL JOINTS. Exce tion: Walls er endicular to the line used to determine the fire se aration distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 P P P P THE DRYWALL. 3. REQUIRED BEARING WIDTHS. O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall with no finished ceiling attached to rafters 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOOIRS: 40 PSF 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. [�_, 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 UNINIHABITABLE ATTIC W 0 STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. f- 1�1 �. 4 anchored b the use of two 10d nails at eve wood stud s acin . Install flashin and wee holes. The maximum hei ht of the brick veneer above the lintel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED / Floors and Ceilings W/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. W v ry P 9 9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINIHABITABLE ATTIC WITH STORAGE: 20 PSF shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. U) R703.8.4 Mason veneer shall be anchored to the the supporting walll studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with luster or stucco finish L 180 4.6. CONTROUJNG WIND LOADS. 0 ry p / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. /1 r 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 ULTItvAATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m v ) V = 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 (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. �+ 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ s aced not more than 32" on center horizontal) and 24 inches on center vertical) housing and the interior wall or ceiling covering. SEISIMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from O � p y y Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R703.8.5 noshin shall be located beneath the first course of masoniry above finished ground 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 R3Q1.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. g Lintels su ortin masonr veneer L 600 including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 PP 9 Y / 9. CONNECTION REQUIREMENTS TOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Incluides soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Wee holes shall be located immediate) above the flashin . Section N1103 R403 NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. � /' ` P y g ( ) of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. U Systems (/j R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. Z) 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 heatin and coolin s stem on a dail schedule to maintain different tem erature set oints 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 9 Y Y P P Y Door And Window Required Design Loads: CODE. � R802.3 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z 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) Z rafter. Hi and valle rafters shall be su orted at the rid e b a brace to a bearin artition or be desi ned to car and distribute the s ecific load at W P Y PP 9 Y 9 P 9 rY P N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (FOLIATION 16-9) � that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LNE LOAD, U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Q 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: accepted engineering practices. reater and R-6 where less than 3 inches 76.2 mm In diameter. Su I and return ducts in other ortions of the buildin shall be insulated to a TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated g ( ) PPY P 9 20 S.F. +17.4 -22.0 +20.2/-26.0 timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 Exce tion: Ducts or ortions thereof located com letel Inside the buildin thermal envelo e. TRUSSES SHALL HAVE A MAXIMUM LNE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .7'5". specifically considered. P P p y 9 p 100 S.F. +15.5 -19.0 +18.0/-22.0 din 6 to 1 based on nominal dimensions shall be su orted lateral) b solid NI 103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT 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 thicknless ratio excee g 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 tro 4'-O" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 2. For ducts havin static ressure classification of less than 2 inches of water column 500 Pa additional closures stems shall not be re uired for 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 9 P ( )� y q 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. r- � I^ h r` 1` r- ro 4.4. BOTTOM CHORD DEAD LOAD. Iii N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (1SC) shall H ci o co ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N (V cV ri Ih r U 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. o � `� �i " `'' `D 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 s ace shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. P D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONPNECTOR EXCEPT WHERE SYMMETRICALLY be rovided between the insulation and the roof sheathin and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR REINF. REINFORCING,REINFORCED p 9 DTL DETAIL LT. LIGHT N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE RNG RANGE LOCATED IZE, S E IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD E.J EACH LVR. LOUVER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access E.J. EXPANSION JOINT L•T• LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM R. 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 RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ELEV. ELEVATION MAS. MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL EQ. EQUAL S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. z m ARCH. ARCHITECTURAL MAX. MAXIMUM g Z The rou h-framed o enin shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall EQUIP EQUIPMENT MOO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED PAC F A R'- ILIN M U a g 9 P 9 0 AT S E 0 FL00 CE G ASSE BLY, DRAFTSTOPS SHALL BE 66 z m N „ a accessible location. Where located in a wall, the o enin shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high), be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED, SPACE INTO APPROXIMATELY EQUAL AREAS. m N P 9 z z z U z z Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHAM BE PROVIDED IN FUOOR-CEILING ASSEMBLIES UNDER THE O O O F O O Z H w SIMILAR FOLLOWING CIRCUMSTANCES: rn U) � Q (O (O I- access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE EACH END SIM. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS > 5 > w > 5 a." : W M.O. MASONRY OPENING STAINLESS STEEL located in attics. Section M1305 Appliance Access BM BEAM S S w w w w w - N M1305.1 A liances access for ins ection service, re air and re lacement. A liances shall be accessible for ins ection, service, re air and re lacement without BTM BOTTOM F C MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w m m U PP P P P PP P P P / FLOOR COVERING CHANGE Sectlion R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING STRUCT. STRUCTURAL g p g p p ( y ) P BRG. BEARING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofin shall be installed in re laced. A level workin s ace not less than 30 inches dee and 30 inches wide 762 mm b 762 mm shall be rovided in front of the control side to SUSP. SUSPENSION `O EDN. FOUNDATION (NTS) NOT TO SCALE 1YPICAL ROOF & FLOOR TRUSS NOTES: jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR SCID SLIDING GLASS DOOR N roofing required by this section to be listed shall be tested) in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N R 902.4 Roofto mounted hotovoltaic anels and modules. Roofto mounted hotovoltaic anels and modules installed on or above the roof coverin shall be of the lar est a liance, but not less than 30 inches 762 mm hi h and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTER LINE OPE ON CENTER P P P P p p g g pp ( ) 9 ( ) ( ) 9 � F.R. FIRE RATED OPER. OPERATOR TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINIEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FRM FRAME T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPEID 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 whlere 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 OPT TGS INSURE TIGHT FITTING JOINTS. COL. COLUMN OPTIONAL TOP OF FOUNDATION WALL * () R 903.2.1 Exposed wall flashing required to have akick-out where ttre eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. FTG FOOTING O.S.B. ORIENTED STRAND BOARD TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SNOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND �, a i ns to maintain roduct warrant . Car down front of fascia min 4" M 1502 Clothes d er duct maximum len th not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE GA Typ TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLEID TO PREVENT ROTATION AND PROVIDE R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's specific to p y ry ry 9 COND. CONDITION GAUGE OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCS, GUIDE TO GOOD PRACTICE FOR Z 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 UL2158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR � CONST. CONSTRUCTION 1/g 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 pC POURED CONCRETE * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. J PBD. PARTICLE BOARD � slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER G L GLUE LAM W w underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT PL PLATE VERT. VERTICAL Y PNL. PANEL VERIFY IN FIELD W 1 w � HDWR. HARDWARE V.I.F. (�1 R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING PWD. PLYWOOD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: � C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY W WASHER U D gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than HD.WD. PF. PREFABRICATED WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z enetrate throw h the roofin materials and not less than % inch 19.1 mm into the roof sheathin Where the roof sheathin is C.R. CHAIR RAIL HARDWOOD W/ 2. The lumbin s stems shall be installed in accordance with cha ters 25-33 of the 2015 IRC & 2016 NYSRC. p g g ( ) 9 9 1 inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR WD. WOOD p 9 y p less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the 1 e and the framin member and that extend not less than 4 inches 51 mm to each side of the framin member. Where D DRYER 3. The electricals stems shall be installed in accordance with cha ters 34-41 of the 2015 IRC & 2016 NYSRC. CO 4 pp 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 notes unless otherwise noted on plans or product specifications. W [� c1111 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 gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance 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 counterflashing 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 INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any � provided in accordance with Section R703.7.2.2. DR. DOOR REF. REFER TO REFERENCE +, 6i the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER dimensional conflicts, immedia ely to architect for corrective measures prior to construction. � Iz 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 0 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. I- overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /a Inch (6.4 mm) below the roof sheathing DWG. DRAWING U m I door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof KSI KIPS PER SQUARE INCH Z z level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall � � w deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent a liance with an in ut of 10,000 BTU er hour or less shall be located not less than 6 inches from an air o enin over the drip edge along eaves and under the drip edge along rake edges. pp P P Y P 9 promptly report it to the architect for proper adjustment before proceeding with the work. Z 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 same character as for similar () o D UU) termination clearance. GRAPHIC S Y M B O L S R 1001.1 Mason fire laces & chimne s to be constructed in accordance with Section R1001 and thea licable rovisions of Cha ters 3 conditions that ore shown or noted elsewhere on the construction document set. (� ry p y PP P P The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and suppliers recommended W R AR and 4 of this code. the building. 0 � C., installation procedures. '� f� 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 /� than 3 feet above the highest point where the clhimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust )O( ® 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 0� Ciy� � DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. -pL 0 Section R1004 Facto -Built Fire laces G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all X)( �, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGiULATIONS"), 8 NYCRR 69.5, ENTITLED W m ry P other systems and shall convey the moisture and any products of combustion to the outside of the building. � FLOOR FINISH CHANGE � I * Z and shall be installed in accordance with the conditions of the listin . Facto "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT ISA t. R 1004.1 Factory built fireplaces shall be listed and labeled g ry G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. y,f built fireplaces shall be tested in accordance with UL 127. R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. O DOOR / HARDWARE TYPE t�` - / �� system has been specifically tested, listed and labeled for such use in accordance with UL 127. *��^� 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 X X - - _ XX ❑ r_ � BUILDING SECTION 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 X )()( 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 OF Nj Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. � B NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 6 UNIT 5 Q SHEET NUMBER Z (B- 2 ALT- 2 ) (MODEL B- 2 ) w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 1 WHEN NOT ALIGNED WITH RAFTER, GS 10X24"MIN. Z CONNECT KING STUDS TO TOP PLATE (S-ATTW TO"MI PAIR ROOF FRAMING WRAP 1-1/4"X22 GA.6ALV.COIL STRAP GS 20x24"MM Gf AC,h T NG RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 GATTAM P APP TO 110-1 PAP RAFTERS ROGP RAFTER, 2x AC-0 LEDGER H/2-3/8"x5" LAG CRIPPLE STUDS � � o DBL TOP PLATE I b O.G. � �� RAFTER BOLTS® 16" OG INTO STUDS V SEE PLAN SEE PLAN 2X BLOGKIN6 O U " SIMPSON STRONG-TIE Q A35 ® EMERY RR AT 2 END BAYS 2X4 STUD WALL OR Z V a- SABLE END TRU55 ^ '' t. 2 GEILIN6 J015T OR KI 68 o C/ � a rn `m SPvPSON STRONG SMP��ON STRONG ° " - - 51HP5oN 5TPO%6-TIE H2 801 NAILS -TIE M.5 TIE lib ° TRU55 BOTTOM CHORD RAFTER H2 CONNECTOR®EA. TYp, 8d NAILS EYP. R1D6E STRAPS%U 6E ATTAGFED TO EAM PAR OF OPPOSING RAFTERS. ALTERNATE TO RIDGE STRAP: SIMP50N STRONG-TIE ~ �� 0 > v H3® EVERY RR RAFTER TO STUD AND KIN65 ? ■f� U � � rn (EXCEPTION'RDGE 5TRAP5 ARE NOT RE.QURED MEN 6aLAR E5 Gf PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) � � �N} rM ISE PM STUDS AND USE IN COMBINATION ONLY Wt3'I STUDS AND "NAL ad OR 2X4 LLMCER ARE LOCATED M THE U'PER THIRD OF THE 14 UPPER THIRD OF THE ATTIC SPACE W/4-10d AT EACH RAFTER) GS-22 STRAP AT ~ � vNi 4?Z ALIGN -RA�Ii�tS Vol NOT Al-ml EACH STUD,SEE - Z (� �'� ATTIC SPACE AND ATTAGFED TO EAGNt PAR GF RAFTERS W/A IOd NALS L5U26 FOR 2x6 RR DETAIL 4 L5U25 FOR 2x8,2x10,OR 2x12 FADER o ` IJXI c M U Q o f° v FRAMED OP G U U LU 00 R WIN OR <'0 MIDGE STRAP DETAIL / �RIDCE STRAP DETAIL 51HP50N 5TRONG-TIE 2x4 5 2x6 E OR DOOR LU25 0 EVERY GJ STUDS® Ib"O.G. (� (FOR CATH.GL65 WITHOUT DOLLAR TIE5) / (WITH OR WITHOUT COLLAR TIES) NO 5PEGIAL FT = rl 2 2x AGQ LEDGER VN/3/8"x5" LAG GONNEGTORS REQ ao'osr. N.TS. LOCATE AT // `� N.TS. 1.00'ATE AT EVERY RAFTER BOLT® I6" OG INTO STUDS STRAPPING TO BE I-I/4"X 22 GA. IN THI5 AREA SUP"STRONG SI P�50N STRONG -TE Lrs -TE Nb / 6ALV.,SEE DETAIL 4/011.ALL STRAPPING /��7 GABLE END HALL TO BEAR A MIN.OF 10"ON FRAMING. -E HIb OR NI05 OXR 1/1"SI&THM6 I5 IYED.USED F APR-EP // PORGH -ROOF t 801 NAILS TYP. / pOR USE W N 5TUOS AND U5E IN COMBINATION ONLY WEN STUDS AND (O TRAPP I NO IDLER I I I T ATTIC Z 'RAET®tS ALIGN NOT ^\ KT$' STRAPPING 70 RUN ONTO RIM J015T,SEE77 O DETAIL 9/DI(ONE STORY)OR ONTO STUD U URRI G�I`l� TIE5 AT WALL BELOW(TWO STORY) � I ROOF RAFTER H . . . N.TS. LOCATED AT E'.VB2Y ROOP RAFTER � Z \ \ ATT I G ' 0 0 5TRAPP I NCC DETAIL 1 , SIMPSGN P05T GAP ag3-4, 12 EOR FRAME GONNEGTI ONS o USE EGLQ3-4 AT BEDS DI Ln RTS. �- 2ND FLOOR /� � o M IN (2)2x 4-Ibd FAGS NAILS FROM Z / STRAP OR 4x PROVIDE 3'X%6'X3" WA5HER PLATE AT ALL ANGHOR BOLT5 KING STUD INTO HEADER---- Qj� WTG4863 5ECURED BY WOOD SILL PLATES. COLUMN P05T TOP ANCHOR �T START NALS 51MP50N PAB OR 56 ANCHOR BOLT5 MAY BE USED IN LIEU OF w / THREADED ROD K/WASHER PLATE. LE1�ni N T5. LOCATE AT EVERY COLJJI"'EV GIRDER CONI E 110N �I/2"LP FRl1vt PROVIDE 3"Xb'X.036'6ALV.STEEL PLATE NU 1, 1I2"MIN. / END LF STUD 6-50 NAILS AT CORNERS AND INTER5EGTIN6 (4)NAILS MM.M �- -� NALS WALLS. 3'X12"X.036"6ALV.STEEL PLATE W/ r LENGTH(EYP.) I 1 T ��SLS 12-SD NAILS AT AT BUTT JOINTS IN 5TRA16HT 51MP50N L5TA12 STRAP W/ nl�]ACE WALLS WHERE THERE SINGLE PLATE OR HEADER 5i-IOD NAILS EAGH END ATaEAF SPAN 2Xb KING STUDS AO.N): EAGH JACK STUD00 110111 GUT LENGTH \ / ~ 24'MINIHN LAP SPLICE ONE AT 5PAN5 UP TO 6 FEET O BEA NAILS TWO FOR SPANS 6 TO 12 FEET PROV2-1/6 5/8"0 A501 ROD THREADED 6"BOTH ENDS. THREE FOR SPANS 12 TO 16 FEET 2Xb JACK STUDS(UD.N.): w MrA E MIN END BOTTOM PRE-PENT o 3/4" AND I" ROD AT 51MP50N STEEL 5TRONG WALL,5EE PLANS 12-161)MIN.NAILS ONE AT 5PAN5<b'EW n , 1/$„ AT ALL SPLICES TWO AT 5PAN5 FROM b'TO 12' W LMENGTIi 1 5T FLOOR NAILS W THREE AT SPAN > 12' U 51MPSON POST BASE UNLE55 NOTED OTHERH15E ON PLAN AM144 OR ABT66,SEE PLAN 2"X3/8"X3"WASHER PL W/NUT EACH SIDE Q (4) E3,0AILS MM. M G5-22 COIL STRAP UPPER STORY SHEAR L�rn�•) WALL TO GIRDER m � 1 - - - BELOW GONNEGTION ALTERNATE ANCHOR BOLT DETAIL EXTERIOR HALL W U q�FLOOR TO FLOOR TIES I l ) FOR SET BACK WALLS HDU HOLD-DOHN5 AND 5TRONC HALL DOUBLE TOP HALL PLATE SPLICE DETAIL HEADER GONNEGTION MT.­S. LOGA=AT EVERY STUD \ V2"m HOOKED ANCHOR BOLT I U T" / \ FOUNDATION MINIMUM EMBEDMENT OR EXPANSION 13 N.TS. I�{- I✓ J �: I \ BOLT W/5°MINIMUM EMBEDMENT FITS. � N.T.S.FTN.T-�e. COL STRAPS UNDER SHEATHING FROJIDE:Sd 60*M (O.N x 25'LM)NAILS. COL STRAPS Oa 6IVTHING PROVIDE:lod 60AWN(0131 x 3"LIAJ6)NALS. I \\ )HT-5-�:ATE POST BOTTOM ANCHOR ALLOWABLE HOLES - \ AT EVE92Y GOla1MW 6tRDE`R GONNEGTION F�Ar VkL AVGi K ro rur vH LEY Mac 801 NAIL®b"OlG AT ALL PANEL EDGES 160 NAIL @ 24" 0/G LVL Headers and Beams Z \ PRNM ad NALS TCE N4DD 1601 NAIL® 24"0/6 Vie'05B OR PLYWOOD W As PER WFLAI HIP RAFTER, SHEATHING Microllame LVL ROCF R SIMP50N HGP HIP 5EE PLAN INTERIOR 1.3E TimberStrand® and CORNER TIE LSL hole zone Parallam®PSL 2 x diarneter of the d (4)NALS MIN M _ /a depth (� NOTE:WHERE 24"WIDE MINIMUM FULL W16HT I 12"LF7J6TFI(EYP) hole zo largest hole(minimum) 0 WALL RETURN 15 PROVIDED AT ENDS OF Q BRACED WALL LINE THE 8000 HOLDOWN MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH 1 3/4'MININUM r LIENI6TH (MM) \ " 8D NAIL®b"0/G - - _ - _ SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I 51MP50N BP WASHER ``J o 0 L5TA36 STRAPS SHOWN IN THE DETAIL. NAIL SHEATHING TO 0 AT ALL PANEL ED6E5 INTERIOR d 0 - - 2 - - - - - - - 0 0 SILL PLATE W/8d 2X AGO SILL PLATE. DOUBLE 0 EXTERIOR GYPSUM BOARD o 0 0 NAILS®4'0/G SILL AT FULL BA5D ENT5 5/8 DIA.STEEL ANCHOR Microllame LVL and J 7'MINIMUM - - - - - 1x a"T vxLEY SD NAIL® 12"0/G AT ALL EMBEDMENT BOLTS MAX. SMI 2'-VOL.. 65-22 COIL STRAP kK 6TW To RAFTER MEMBERS NOT AT PANEL E06E5 Parallam®PSL EXTEND BOLTS MIN.T"INTO tovw allowed hole zone middle%3 span FDN.WITH TIGHTENED NUT d Tx 3"WASHER TO EACH BOLT. (1)1 x b AGQ SI PSON LTP4 PLATE NALED r0 gpp�,CN OL STRAP 15/32"055 OR #4 GONTINUOUS BAR PROVIDE TERMITE SHIELD SILL 5LL PLATE RlM AID SILL PLATE Ie"o/G �T ++ PLYWOOD SHEATHING IN51DE CORNER OUT5IDE CORNER r LSTA36 W/10-I0d NAILS SEAL AN1D MAINTAIN V MIN. d 1.3E TimberStrand® LSL allowed hole zone d r` r r` INTO STUD ABOVE AND LOCATED 2'TO 6' FROM WD TO FINISHED GRADE VkLEY W Mn?Z rots. BELOW(2 EACH CORNER) FROM TOP OF WALL " NML A5 PFR TW E 3. wFLx PLAN VIEW PLAN VIEW i,- 1 ti . (6 N NOTE: General Notes Q N N " ri r� rri Tall=2,980 COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25"LON6)NAILS.COIL tY--EXTERIOR 7t�� �/��L]l� 1t-��1 ' N N ri ri to SEE FOUNDATION PLAN STRAPS OVER 5HEATHIN6 PROVIDE: IOd COMMON(0.131 x 3 LON6)NAILS. EX I E �I OI � 11i ALL TOL ��I/'�� �/�by�l� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded �/� CORNER DEPTH HOLE SIZE headers and beams only. HECTORS TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE LAY-OVER IPP DETAILSE GALLEY PLATE HIP GONNEGTION HSL FRAMING 43/" V • Round holes only nd 5TORY GORNER CON p, 5%i' 13/4' • No holes in cantilevers. N.T5. LOCATED AT EVERY GORFE t N.T5. LOCATION AS NOTED N.T5. LOCATE AT EVERY 5TUD N.TS. IIC/ N.T.S. 7Y4"to 20" 2" • No holes in headers or beams in plank oriientation. See illustration for Allowed Hole Zone DO NOT cut notch or drill holes in headers except as U CO indicated in illustrations Z Z and tables. r/> a g A MFGM)M OF TWO BRACED WALL LIES t'M) 11RID IN EACH DIRECTION OF A BUILDING. BWL.5 SHALL NOT BE SPK �snw*P WALL 6fJLIFm n MaDm n A V n O ; O O g ¢ w MORE THAN 60 FT APAf2T. WALLS WrIFAN A MIL SHAH NOT BE OFFSET BY MORE THAN 4 FEET PROM A BWL BIL LOC�1T10F�Af2E NOTE• To TGP Q'm WILL r m-��I I NOTE: T T M Pa�1r WALL r m��y 5 > 5 W > 5 a_ v S �ATD OH FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I I W W W W W W a5 ob U 61MISON DTTV NCI(M AT 6SWT t>RAAP A BRACED WALL PANEL(BHP)SHALL OEM WITHIN 10 FEET OF E46H EFD OF A M- THE DISTANCE BETWEEN ADJAG@tr PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WNL END PANELS(TYPE A) ITU A5 REQURED EDSM OF BWF'S SHALL NOT BE eMATPR THAN 20 FEET. THEE SHALL BE A KNIH)M OF TWO BW OH EACH BVL EXCEPT AT cfl AT GRACED WAIL PETALS G AND D. WALLS<16 FEET LOW MAY HAVE(ONE 48'OP LCH R BWP. EWE'S AM TYPICALLY 65-W5P SHEATHED BRACED WALL PANELS 3 I/2'WIDE LVL HEADER(SEE FLAW o 8-16P NAILS AT DTTIZ (TYPE A)OR GYPSUM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BAP TYPES A �� / j CONTINWOU5 TO OUT511DE OF PANEL N ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. E BWP TYPES ARE INDICATED ON FLOOR PLANS. / o ® 3/8'm THREADED ROD / 1U 1U \ \\\ ® G5-HSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEAT = _ \ \\ ■ CONTINUOU5 ILV4"MIN DEEP HEADER TO / CONTINUOUS IV4'MIN DEEP HEADER TO / 1- NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT THE OF TABI..E-R602JO5. ML Nb MMIMIM WALL OUTSIDE KING STUD(SEE PLAN) < OUTSIDE KING STUD(SEE PLAN) d PANS.El>� F- HALL RETURN 15 PROVIDED AT ENDS OF 5HEATHIFI6 NTH 8d NAILS a 6�0/G )AIS I2'O/G(FEL D)AFD PRO1/IDE 2X L J Lu 65-W5P BRACED WALL LINE THE 800x BLOWHO AT ALL UFI5UPPORTED PANEL ED6E5. PROVIDE 800 POFD HOLDOWN FASTEN�'SHEATHING TO HEADER W/ / � FASTEN)NAIL S'SHEATHING C HEADER W/ / / Z HOLDOWN MAY BE ELIMINATED. PER DETAIL 14 OR 20 AT EHM OF BRACED WALL LINES THAT DO HOT HAVE 801 NAILS®3'0/G IN EAGH DIRECTION N 801 NAILS®3'O/G IN EACH DIRECTION N / W r EITHER A24'F"IMM)M H11L HB6HT WAIL RETURN OR A 48'F4NIMIM BWF'. 51HP50N L5TA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP ON UNSHEATHED / TRIM TOP OF PANEL AS READ IL�i• V EACH OF HEADER TO JACK STUD W/16-I00 NAILS FACE W/Ib-101)NAILS C) B- r T , TABLE R602.10.5 MINIMUM LENGTH REQUIREMENT5 OF G5-H5P / z z / 6-I/4"SDS SGREW5 Q W m FASTEN TOP PLATE TO HEADER W/2 F- FASTEN TOP PLATE TO HEADER W/2 F PORTAL STRAPS 1/2'FROM El;6E ON J CONTINUOUSLY SHEATHED BRACED WALL PANELS Z WALL MIN PANEL BOTH 51DC5(4 STRAPS PER PANEL) Y ROWS OF Ibd NAILS®3'0/G ROWS OF 16d NAILS®3"0/G W � W L AJAGENT CLEAR MINIMUM LENGTH OF / / v / v HEIGHT(FT) WIDTH"L" �> HE16HT(FT) OPNG HEIGHT BRAGED WALL PANEL PANEL SHALL HAVE A LENI6TH'L"OF NOT / PANEL SHALL HAVE A LENGTH'L"OF NOT 8 28' W LU Q 51HP50N CNN COUPLER NUT <64' 24" � LE55 THAN Ib"FOR 8 FT WALL,IV FOR 4 � LE55 THAN 16'FOR ONE STORY AND 24'FOR / / U p 8 64'TO 80' 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. / 9 32" 51HP50N 5W5B 5TRON6-KALL 53 Z 80"TO 96" 36"" X PLAN FOR ACTUAL LENGTH X SEE PLAN FOR ACTUAL LENGTH 10 34' PANEL,VERIFY PANEL 151PLUMB C7 <64" 21" 6YPSUM BOARD "6B"BRACED HALL PANELS(TYPE B)SWU BE Q Q X II 38" f/) Q 3/8"m ANCHOR BOLT OR q 64'TO 80" 30" -480 M R"IN LEWM ON WM 5M5 OF WALL PER TABLE T 7 X 12 42' NOTE:DETAIL APPLIES TO " ADHESIVE ANCHOR ■ 1- (2)JACK STUDS MIN.OR PER PLAN 1- (2)JACK STUDS MIN.OR PER PLAN Q BOTH ENDS OF BLADDER W 11 80"TO Q6p 41"" -R602J05. S15GJWY2 GYPSUM BOAdW WITH 6d COOLM NAILS, tL tl / �/ Q v .. <64" 30" A915'X%"6YPSM BD NAILS,OR x098'X Fib' 1- HAILS O 7'O/G OV015)MD 1�0/G(1lHD). BLdOCKIN6 IS NOT LLO O I0 64 70 80 30 - - TEl AT PAFE1 ED615 WHEN PAMEL5 AM BLOGKING AT PANEL ED6E5 " BLOCKING AT PANEL FJ7GE5 N 8o"TO 96' 38 - / IHSTALJ.ED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR HULL / " Partial credit for panels 36" to 48"wide per R602.10.5.2 HEI6HT BLOCKM DIRECTLY ABOVE AFD BELOW TYPE B WALI-5. ONE JACK AND KING 5TUD5 ONE JACK AND KING STUD5 / / BLOGKIN6 AT PANEL EDGES "L" EQIUAL TO di TYPICALHOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD rl II FASTEN(/16"SHEATHING TO EACH STUD FASTEN I/I6"SHEATHIN6TOEACH STUD TWO KING5TUD5 / Or I2" F } FRAMED FLOOR A STUCTU RAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD GB - TYPE B AND SILL W/SD COMMON NAILS®3'0/6 AND SILL W/801 GAMMON NAILS A 3'01r, L FASTEN T/16"SHEATHINI6 TO STUD Z m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS®4.0/6 / J �} PORTAL DETAIL"A"ONLY APPLIES / SIMP50N HDU5 HOLDOWH W/14-1/4'5D5 5IhP50N HOU2 HOLDOWN W 6-1/4" / Z Q Q Q TO 2 FT TO IS FT WIDE OPENINGS. SCREWS IN DOUBLE END STUD SDS SCREWS IF NO FLOOR ABOVE. Ur o Z�R TABLE 602.10.3(1) BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO / HDU4 HOLDOWN W 10-1/4"5015 / WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2 I/2'm ANCHOR BOLT OR EXPANSION PANEL TO SIT DIRECTLY TI TOP of . SCREWS IF FLOOR ABOVE. CONCRETE FOUNDATION WALL W O� C,y 51MP50N DTTIZ FIGiDOVVN AT GS-W`�b(WED WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2"X2"X3dv'PL WASHER 1/2'm ANCHOR OR EXPAN51ON BOLT Q Q" �'A ADJUSTMENT STORY CONDITION ADJUSTMENT OVER - L A WALL END PANEL5(TYPE A) FDI(AS REQ(REP BASED ON 5UPPORTIN6 FACTOR q 2-1/2'm ANCHOR OR EXPANSION BOLT / c) ®II AT NW"WALL DETAILS G AND D. x4 BAR CONT IN TOP OF CONCRETE CONCRETE 4 BAR CONT IN TOP OF CONCRETE _ Z CONT a3 TIE---_ W ��►, ® STORY BWL SPACING METHOD 6B FOUNDATION FOUNDATION 5HEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION ® 9-101?NAILS AT D1TIZ EXPOSURE CATEGORY ONE STORY D IS 84 BAR CONT IN TOP AND BOTTOM .0 TOP IO 25' 5.5 EXPOSURE CATEGORY TWO STORY G l.3 PAB5-IS ANCHOR BOLT OR%THREADED OF CONCRETE FOUNDATION SIMPSON SBl/8X24 OR PABT IS ANCHOR EXTEND WALL 5HEATHINl6 OVER RIM J015T ROD W/WA5HER PLATE,SEE DETAIL 15/01 BOLT OR 3&1"THREADED ROD, �- TOP 20' 5.0' 10.0' EXPOSURE CATEGORY TWO STORY D Ib PADS 18ASHER BOLES E THREADED SEE DETAIL I!5/DI 1O OVER ROD l U WASHER PLATE,SEE DETAIL IS/DI 9 3$ yO ® ROOF EAVE TO P106E ROOF ONLY 15 FT 1.3 PANEL EDC7E FRAMED { TOP 30 1.0 14.5 WALL PORTAL DETAIL"B"ONLY APPLIES TO 6 FT TO IS FT WIDE OPENINGS. n} E ROOF EAVE TO RIDGE ROOF ONLY 20 FT 1.6 FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS R602.10.3(U MINIMUM LENGTH WALL TO BE L15ED ON FIRST FLOOR APPLICATION ONLY.PANEL HA5 TOP 40' 9.0' 16.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WN.L.TO BE CONTRIBUTIN6 LEWTH OF 48'TOWARDS RbO2.103(I)MINIMUM LEN6TH TO DEIN MINE PANEL LL ZEQUIIRES ENGINEERED DESIGN TO REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL L INlES. A DETERMINE PANEL SIZE ANND ANCHOR BOLTS FOR �. ROOF LAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 115101 ON FRSE FLOOR APFiJGATbN OFEY. 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' 21.5' HALL HEIGHT ANY STORY 8 FT 0.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL I1ABW" SIMPSON STRONG WALL NUMBER ADHESIVE ANCHOR BOLT OR WALL HEIGHT ANY STORY 11 FT 0.95 2016023 ADHESIVE ANCHOR BOTTOM OF 2 10 5.0' 105 WALL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE E DETAIL - TYPE F BOTTOM OF 2 20' 9.0' 19.0' WALL HEIGHT ANY STORY 12 Fr I.I NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 ,o baga NUMBER OF BWL PER PLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30 13.0 21.5 NUMBER OF EIHL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' 11.0' 36.0' NUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE 1.6 GYP BD FINISH OMITED FROM INSIDE FACE OF BAP 1.4 (-2�1131RACED WALL PANEL DETAILS aHOLDOHN DETAIL AT5LAE3 BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GS-W5P ONLYUNIT 6 (B- 2 ALT- 2 ) UNIT 5 (MODEL B- 2 ) Z0 20 GYP BD FASTENING ANY STORY 4"O/G 0.1 N.TS. BOTTOM OF 2 60' 25.0' 52.5' APPLIES TO METHOD GB ONLY D 1 NOT TO SCALE W Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA INDIGATE5 U) EXTERIOR WALL: LOCATION OF FIRE RATED ROOF d 10'-0"HIP WIDTH Z HARDI-PLANK CLAP WALL SHEATHING,4'-0" FROM A A BOARD 51DING 3 CENTER OF 2 HOUR FIRE RATED g2-5 B2-5 w rL{ TYVEK OR EQUAL RESISTANCE WALL ASSEMBLY 1/2"SHEATHING B2-I -EACH 51DE 4-0 4 0 U aUi DONT.2"x4'BLOCKING 2"x4"5TUD WALL Ib"O.G. (NO VENTING) (NO VEN IN RIDGES 0 ALIGN 0 U 2"x4'OUTRI66ER5 @ Ib'D.G. 2 GONT.ALUM.FLASHING W/ RIDGE VENT I - EVE - FRAMED SOFFIT T� - - - 1"J`--,`"_�7- ZO � `S DRIP(DOLOR TO MATCH - RI 6 NT ; 1 4 2 Wool)TRIM) - I�F;Y(4 jt WATER SHIELD _'......... a. 2 1 v s + 5/4"x8"TRIM -� . -r ` � Scp _:�� _-=ter 1 - _ : b AZEK TRIM BOARD '1-� _�-_:.-�_,_,-:-_7 7_- - _ INTER5E 0 .�=.a - U �N r L ..� E I�N GTI N HT1 m� /� - T_....� - J AC�/SPHALT- ROOFIN6 _ zr� _, __ , -- _ ..- - , �� //���{/�, _ .1 .. - i='l�� - - .t_. N N} 6UTTER5 d LEADERS q 2 :w... - ^��-z- - '{�`�A �AKE BD l^U '9� -�_ +� - i _' -- _ GUTTERS d LEADERS � ?,n l HARDIPLANK �, -- - T •.�. _,.�.- ._ - U <u ALL GUTTERS d LEADERS SHALL BE BAKED I x S AZEK RAKE BD W/ B2_1 ,„� c/3" KITRIM(TYP.) _.„�__ '�" — �� - � - 1 ALL GUTTERS d LEADERS SHALL BE BAKED ZO L ��'v M WHITE ALUMINUM.032"MIN.GAUGE,GUTTERS I"x 3"AZEK TRIM(TYP) -' � _ _ROOF BREAK- � �� , � � WHITE ALUMINUM .032" MIN.GAUGE,GUTTERS m W ALL3"�ABL iDT AIS IP�AIVK HORIZONTAL, E 5"5E o �' v _ _ HORIZONTAL ii z R _ SHALL B AMLE55,0.6.STYLE W/ALL U = RELATED d REQUIRED ACCESSORIES. LEADERS K- - - " T � _ C � _� ,-,� ��_�4 � - ----- -- � T_ c RELATED d REQUIRED ACCESSORIES. LEADERS ❑ U M , DENTIL BLOCK DTLB5x4xl y-� 1-� --- - 9 SHALL BE MIN.2 x3,.021 GAUGE W/GLIP5 d 1- -L - �° �A / ' -��,IN --,-_- SHALL BE MIN.2"x3",.021"GAUGE W/CLIPS d c i SHALL BE 5 5EAMLE55,0.6.5 LE I'xl2 AZEK TRIM _ CLAPBOARD SIDING_ BY "FYPON"OR EQUAL ANGHOR5. GAULK d SEAL ALL JOINTS. PITCH ";' �D' � - -- _ -- _ r 12 ANGHOR5. CAULK d SEAL ALL JOINTS. PITGH DENTIL BLOCK#DTLB5x4xl - " AN N6 AM f_ -- - 6UTTER5 MIN.I/b"/FT.PROVIDE P.V.G. Wy e. m_ a_�a I x S AZEK RAKE BD W. A RpdF .%_ Ef� x"420 FXF _-�- _`- --� GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. 5/4"xb"AZEK TRIM BY"FYPON"OR EQUAL _ �_1__ _ - 4 , RECEPTORS 8 ABOVE GRADE TO RECEIVE _ -1"x 3 AZEK TRIM(TYP.) I ;, = t. E - = 1 DORMER FRONT��- -- _ ____ .__ _`.: '"', q RECEPTORS 8"ABOVE:GRADE TO RECEIVE a LEADERS(CLOSED GAP DESIGN). 6" HIGH BLIND` X11 o IL - = _ 2 T � --� R5(GL05ED GAP DESIGN). TYP.EXTERIOR WALL: FLASHIN =a, �. ., _,.b _ _ --- _ LEADERS _ - , / EK/`�I ETiN6 _ 2444 HARD-PLANK SHINGLE 1- L- 3 -- -, - - SDE '0� - ------- - - DH TYVEK OR EQUAL -= -T- ZEK RI - ----- _ -- - 4+/- I I� +/- I I 12 ER' i51GAL -- / -�- � HERE��C_ 1/2"SHEATHING - 2x4 STUD WALL 16"O.G. p _ --- -- ----- - r -.- -r- " b" HIGH BLIND - ' - - r-= o Z FIA / - -' � _ -��_�v� � I _ T OH - - - - - - — - - - - - - - - - � - Tom_ -- T-�--° -- -•' _ 2 DETAIL _ --.- ---r Ti __ --- - -- -- - DINING AREAL- ^ - Ty �- �_ B2-I I I/2 PLATE HT. I p .1 1 -- � 1 �:A1 �_ �� 1 - - - - - - - - TCfIT. PLATE HT. - - _ _ I'-0"OH2.or r = z - - _ T �s l� i l� - - - ,1 ,N OF ROOF d VERTICAL DORMER �•--'� �A _ - -I-.l- ,: Y - _ - -- - — FLASHING MIN NI6Ha _, -STI k- i lOH.' Z LLS FLASHIN ''A` CLOSET - - �- _'� -•LI _ OF DORMER) -0 - 5 m 5 HIGH BLIND FLASHING i _ _ . -, 0 CLOSET U IV TE HT. I� �_� - � __ - 12 � �/� ' /' ' /// ' ,0 1 _ PLATE HT. LINE OF ROOF I I I I_ TRU55 BEYOND I I l �_ ��=;1 . - )H LL - (3) 2x8 P.T. /d, 1k GIRDEREE 1 11 o I FRIEZE BD.-' BEYOND I - o -�-�_.�.-1�.=_�.,1-� / I ,{ f - 4 I �; ' � Il 1 A� - - - - _ -- I I Ixl2 AZEK Ix8 FA5GIA BOARD I ��_J=-� r ..' - /; = 11 -r-Lvf4 L _ _ -�-1 _ TRIM COLUMN 0 GOVERE i � ) l-. f.L_l -�__ L,I-!-L I-4-_[_ _ -4,_ .t T _��_ _ I LUMN® COVERED PORGH BEYOND - - -�_ l=_ =1=1,J r _ i ORGH BEYOND FIN. 1ST FLOOR 1 1 , F N. 15 I _ f FIN. 1ST FLOOR 51MP50N LU52b 3 FACE _ _ i i -- -J -- - - 1 - MOUNT HANGER .i // - -. - - LJJa ELEY. +0'-0" w iml (3) 2x12 P.T. 6IRDERBEYOND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ^^ - M + 1 I I I I I I w r� 1x4 AZEK SOFFIT (A (� Ix AZEK TRIM BOARD OVER I I I I I I I I I I I 0 (� TRIM ALL I I SIDES off GIRDERS(TYP.) I I I I I I I I I I I m 51MP50N BG52-3/6 P05T GAP ANCHOR o I I I I I I I I I I I o, O l a l 10" SQUARE HBd6 DERMA GAST I I -� = COLUMN #46382 W/SQUARE I I I I I I CENTER LINE OF I I I I I e FLAT GAP d BASE (OR EQUAL) - 2 HOUR FIRE RATED U 4" 2'-0" Q CORNER COLUMN TO BE I I I I I I RE51STANGE WALL PROVIDED W/SPLIT KIT I I I I I I A55EMBLY I - BASEMENT _ BA5EMENT _ =�-- I- - - - - - - - - - - - - - - - - LT - - - - - - - - - - -- - - - - - - - - - - -IJ- - - - - - - - - - - - - - - - - - - - - - - - Ti - - - - - - - - - - - - - - - - -I - bxb P.T. P05T WITH 51MP50N T __1_ _ — ABU66POST BA5E (TYP - ALL L- - -I- - - L - - -I - - - - - - - - - - - - - - - - - � - - - - - - - - - - -- - - - - - - - - - - -I-1-- - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - GOLUMN5) Z UNIT 6 UNIT 5 w TYP. REAR COV. PORCH DETAIL I B-2 ALT-2 (MAGNOLIA). A A B-2 (MAGNOLIA) FRONT ELEVATION o3/4"=�1'-0" B2-I62-5 62-5 ,1/4° = I�-0" HATCHED AREA INDIGATE5 A A LOCATION OF FIRE RATED ROOF 8 WALL SHEATHING,4'-0" FROM 82-5 B2-5 CENTER OF 2 HOUR FIRE RATED PROVIDE STEPPED FLASHING ALONG TYPICAL ROOFING: RE515TANGE WALL ASSEMBLY 4'-O" 4'-O" ARCHITECTURAL SHINGLES 15# -EACH SIDE (NO VENTING) (NO VENTING) TYPICAL ROOFING: ARCHITECTURAL SHINGLES 15# ENTIRE LENGTH OF INTERSECTION I ROOF d VERTICAL DORMEP.EXTERIOR r FELT UNIDERLAYMENT I VENT FELT UNDERLAYMENT WALLS.FLASHING TO BE MIN b" H16H iiir r ti RIDGE VENT RIDGE 5/8" PLYWOOD SHEATHING - _ , - == - - _ 00 ,� 5/8 PLYWOOD SHEATHING ( TH SIDES OF DORMER) N in_ ' •�� � -- '- -T'- '-�_ - � RIDGE NT � c�'y `.-° - _ _- fV fV M CM CD HARDIPLANK HORIZONTAL CLAP - - - -' d- , SIDING - - �"�_�, T��r � ,-�._�_ _`-�'_� � � HARDIPLANK SIDING 4- 6'AZEK TRIM BOARD - , 6 AZEK TRIM BOARZ CO D 13'-6" DORMER PL HT c g ABOVE 15T FLOOR z N m a 12 _ �., ��-� -� 1� i ,�s - - 12 z z z o z z c� "x 8"AZEK RAKE BD W/ q �� .� a -gyp- - 1� _. � ✓Y �, ., ,� �_ �_ q o 0 0 I"x S" AZEK RAKE BD W/ F o o z J w "x 3"AZEK TRIM(TYP) - 12-T - - :� - _ �� r• _/ 1_-�� ��� .� 12 I"x 3" AZEK TRIM (TYP) > n Q rn - 11 W W W W > > r N 9� �= T�' r a q - � - -- -- X w m m y - . /� b" DIA6.AZEK - - (3) 2420 F (MULLED) b DIA6.AZEK \ - - -- - ' TRIM BOARD - - -=- ��y-"� ,.- -_- q W Yom,�' �i q 12 TRIM BOARD q'-O" FRONT GARAGE 6" HIGH BLIND -� - - - - T WALL PL HT. N FLA5HIN6 _ _ - _ FLASHING WALL -- ��- _ - -T= -:r _ b" HIGH BLIND - - - - - - - - - - - - - - '--j��•-- - - - - - yYr #;»>:.� - _ - - - - - - - - - - - - -- - GARAGE -- -- T �- ` - ASG I A - L ALIGN �� - - �F S-- �._- _�_�_ ,__ ��_- r - - �•�; r y..� �.�. ',�.•v- .��.. . _ - - --• T =moi -- T--- - BELOW NE OF -T-- �_ - -- - - = - - - - - - - -_ -- - -- i i -� -_-_ '-'-�-� .,��C- / Z�- L- a 2 HOUR FIGENTER RE RATED 6REAT ROOM _ _ i - - nil _ _ 1 GREAT ROOM 4'-2" 4'-2° RESISTANCE WALL W 1 - 1 PLATE HT. PLATE HT. fi 1 - Jrl�ul-- ----iMlNlu / / ------ _ A55EMBLY / / ,/ / 1, p„ IIIN.IL--- JIpCL_ 111111 1, p„ i X J =1 - - �- OH. I_ _" 8" rl. - OH. 4'-10" 8'-410, " O o W W LLI - 1 I 1 I B2-I LLI v ui DORMER PLAN � z = i T164- , , I - / „ �� -B2 I- - 1 4 =1 -0 w - Q I Q X r / Ll I I = I I - - - y - _ = - _` >l i - I 6, AZEK TRIM _ 6 AZEK TRIM _ - - 1- _ T_ ALL SIDES ALL SIDES 1 1 I I I I �- I I I I I E-• � -rr I I I _.I- — I-_1- �: — _ _ I I I _ i 1 1- I I _FIN. 15T FLOOR 2015 IRG- 8312.2.1 J FIN. 15T FLOOR �_ (- _ _ _ ELEV.+O'-0" ELEV.+D'-0" IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Z qQ Q / / 2015 IRG- 62421.8 (503,8) OPERABLE WINDOW OPENING IS LOG,ATED LESS THAN 24" (D o o vUi F===�r , VENTING SYSTEM TERMINATION LOCATION: ABOVE THE FINISHED FLOOR AND GREATER THAN l2" ABOVE fn I I I IIII II 111 I I I I IIII II IIII I I I THE FIN15HED GRADE OR OTHER 5UZFAGE BELOW ON THE W I II 1 I 1 I III THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN �5 RT bxb P.T. P05T WITH 51MP50N ( I I IIII II IIII I I I I I IIII II IIII I I I 6x6 P.T. POST WITH SIMP50N I EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL 0 6 AZEK TRIM INPUT OF 10000 BTU PER HOUR(3KW)OR LE55 SHALL BE BG52'-3/b POST GAP ANCHOR d I IIII II IIII „ IIII II .IIII I BG52-3/6 P05T GAP ANCHOR d COMPLY WITH ONE OF THE FOLLOWINI6; Q- C F SIMPSON ABU66 P05T BASE(TYP- ( I IIII II IIII I 6 AZEK TRIM I ALL 51DE5 I IIII II IIII I I 51MP50N ABU66 P05T BASE(TYP - I LOCATED AT LEAST b" FROM ANY AIR OPENING INTO A * OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE 'PG C� ALL COLUMNS) I I IIII II IIII I ALL SIDES I I I IIII II IIII I I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 W �,� m 1 III EG1 E5y IIII IIII 6RE55 IIII I ALL COLUMNS) ( BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE TO PA55 THROUGH THE OPENING IN I'T5 LARGEST OPENED c o I I I III WIND014 JI I I I I I IIS---�IND(OW Jp I I I o INSTALLED WITH A q INCH VENT TERMINATION GLEARANGE,AND POSITION. r I I IL CENTER --NE OF - " FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 20gO _ IO UMN 46382 W/SQUAREAST q I u_ _IJ I�- 2 HOUR FIIRE RATED I LI---_ -_IJ I q COLUMN #46382 W/SQUARE I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION (THE WINDOW OPENING CONTROL DEWIGE AFTER OPERATION TO A cz I I 10 SQUARE HB�6 PERMA GA5T I AN APPLIANGE WITH AN INPUT OVER 50,000 BTU PER HOUR N RELEASE THE CONTROL DEVICE ALL OWING THE WINDOW TO 1 '23 - � O� FLAT GAP 8 BASE (OR EQUAL) FDI —Q RE515TANGE WALL '� ` FDI FLAT GAP d BASE (OR EQUAL) GLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR y i I I I I I - CORNER COLUMN TO BE I INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING ❑ N E� - CORNER COLUMN TO BE A55EMBLY AREA OF THE WINDOW UNIT TO LE55 THAN 5.l SQUARE FEET. PROVIDED W/SPLIT KIT I ( I I ( PROVIDED W/SPLIT KIT .... ....... ...................... ... i BA5EMENr I I I ( _ _ _ _ _ _ _ _ _ - I BASEMENT J UMBER - - 1= - - = - - _ - - _ - - _ - - _ - - - � - - - - _ - -_- - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - -�- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - _ _- - - - - -- - _=t - - - - - - - - - - - - - - - - - - _► - -L - - - - - - - - - - - - - - - - - - - - - - - -J1 - - - - - - - - - - - - - -L - - - - - - - -- - - - - i- - - - - - - - - - - - - - - - - - i _2016023 W UNIT 6 UNIT 5 DUET 1 = SHEET NUMBER UNIT 5 A A UNIT u) 62-5 B2-5u" B-2 (MAGNOLIA) B-2 ALT-2 (MAGNOLIA) REAR ELEVATION z 11-01 (B 2 ALT 2 ) (MODEL B- 2 ) ELEVATIONS w B 2 1 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 0 B2-5 H Z W B RIDGE VENT 0 Z- 2' - m LINE OF ROOF � U � to H BEYOND® MASTER6 (R-Iq) BATTS O '�'_ 1 _ NTINUOUS, ABOVE� — --1 =`� BEDROOMI"AZEK SHEETINGZ OH DONT BLIND FLA5HIN6 RIDGE VENT �INSTALL ICE 3 WATER SHIEL 2"x 6"NAILER- LAB ; N>- r'-� 1 PER MANUFAGTURERDS BOLT TO VERT 5TU :E- T 1 s� _�sT - T� � - -=� -- W/ DIA X b L BOLTSZ" L In SPEGIFIGATIONS TO MAINTAIN O Q-. P � P1OH - - - - -„ 1- - -� _ ���-- PRODUCT wRRANTY o - 4 Ir coL0 IDRIDGE VE 12 - _ `- --p�1- - J - - __ -1-s - � - -_=- ---=__-_ � NTNOTE: U M1rr.,1T APPLY IGE 4 WATER SHIELD IN2"x 6"RR® Ib"T -- =�=y_� - =---- FAIR 1^ ATHER WHEN THE AIROGRIDGE VENT -� =-� -�� �--,-=�--_�-.--��.-� -- �-,�---•---` _„��� - -- --- --' -�a�T ROOF DECK AND MEMBRANErq R 30 BATTSARE AT TEMPERATURES OF ( )T.- 00LINE OF ROOF-� +/-) 5.75 _ T - _. a -- � 40 F(5 G) OR HIGHER. FIT BMS 1 - -- - LU J`^/Et� ' v 1� �, ��: T T 12"x4"SOBEYOND 0 6ARA6E -� SkFA # RAY T- 9 ' T 2 - i L � � � � t yi l-. \ �..�-L.� 1_.. �. L e. - . - a i �i_ �, F2 - WINDOW HEADER PER PLAN ALIGN FASCIAS g _ RlEZlS#3Ds—r� - r _ j - �_L-- L _-"�^''_l a.�_� a-rte_ -1—�z .,� — _-� -.1_ __^, L s= _ 1 11 11 I-A BED_RM#2 _ _ - - 1 T - -I'-O" DIN AREA T- - -- _ 4TI GREAT ROOM I j Z PLATE HT. PLATE HT.OH1 TRAN50M WINDOWlo" AZEK 1_0" . _ BEDROOM #2�:�FRIEZE BD. - - -,1-r - : -_ : .- -L/171 f- -0" I I OH. L I = a 2'x8" ® 16' Or,FOR SEAT EXTERIOR WALL - _ 10" SQUARE HBd6 PERMA i B2-I - O - HARDIPLANK SHINGLE SIDING l ._ I I I p � -- - GAST COLUMN #46382 W/ I = Q _ I I I = )1_� _ �___ ! _ I I SQUARE FLAT GAP 8 I Q CLOSED CELL SPRAY FOAM LL Ln - TYVEK OR EQUAL - _ I t-- s _ - I I T I = DOUBLE-HUNG WINDOW I I 1450LATION TO COMPLETELY H -1/16'055 5HEATHIN6 p I I 1 - I I BASE (OR EQUAL) - FILL SEAT CAVITY O � ' J I - 11 2x6 WOOD STUDS® 16"O.G. - - I I `p - -� � " =_ -_ _ CORNER COLUMN TO BE i " " -6" R-21 BATTS - o- O I I (2)2 x8 END W/A35 t _I I - _. �_[ �- f 1;-1 1 - -T PROVIDED W/SPLIT KIT I 51MP50N CONNECTOR ❑ I _ _ T _ _ __ _ 3 ! 51MPSON H2-5A GO GTO �11L _I �- - .r[7[ t_ 17= - - - , _ - - _� i i Vx 12" AZEK TRIM FIN. 1ST FLOOR _ _ _ - - - - - ` ' I_ !=L-_ _ I FIN. IST_FLOOR BD .� 'GYP BD ELEV.+0'-0" - - " ELEV.+0'-0" - _ 3,/4"TbG OSB SUBFLOOR- 10" SQUARE hB$6 PERMA I I bxb P.T.P05T WITH I I I I I CLUED 8 SCREWED - RUN GAST GOLU4N #46382 W/ I I 5IMP50N BG52-3/6 I I I I T 1/16" 05B SHEATHING `� CONTINUOUS BETWEEN PLATES SQUARE FLf'IT GAP B I I POST GAP ANCHOR 3 I I I I I 1-b AST EXTERIOR WALL ^ , 1""- WALL® GARAGE BASE (OR E UAL) - 51MP50N ABUbb WALL ® GARAGE 2!X12 FLOOR F- w BEYOND I I CORNER GO UMN TO BE I I P05T BASE(TYP- I I I I BEYOND I - - - w Q I I PROVIDED SPLIT KIT ( I ALL COLUMNS) I I I I ( FDI - _ - ,^ _- - - JI015T5® I6"OG. Q i FIRST FLOOR LINE 1_ I I I I I I I I I I I m � ° O I I I I I I I I I I I UNFIN15HED -i BASEMENT _ _ _ -1L - - - - - - - - - - - - - _- - _ � - - _- - _- - _- - _� - BASEMENT i Y. BASEMENT - - - - - - - - - - - - TI- - - - - - -l-I- - - - - - - � - - - - - - - - - - r1- - - - - - - - - - - - - - - - - - - - - - — U L- - - - - - - - - - -L - - - - - - � - - - - - - - L- - - - - - - - - - - L-- - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - -1 - - - - - - - - - - - - - - -L - - - - - - - - - - - - -� I I �n r RICHT ENI ELEVATION I � � I U � B I/4 = V-0 - - - - - - - - ~ U 2 ` - - Z B2-5 UNIT 5 FDI ALONGCLOSED CELL SPRAY FOAM IN5UI- W ALONG INSIDE FAGS OF FND.WALLS- FULL HT � OR DRAPED BLANKET INSULATION = U O B - 2 MODEL (MAGNOLIA)- INSTALL ICE 8 WATER SHIELD PERMA"ATION5 TO - BEDROOM #2 BAY DETAIL SPEGIFIGATIONS TO MAINTAIN _,.__ y ,_�,,._. PRODUCT WARRANTY LINE OF ROOF ^'`'� '"''`_� B2-I.I NOTE: _-. -. - _ _�-_,, = 12 g BEYOND® MA5iTER -_ == ''-� -��' - - - 5.75 82-5 APPLY ICE f WATER SHIELD IN � �-_ _�; _�. 1=_-' `- RIDGE VENT FAIR WEATHER WHEN THE AIR, BEDROOM -_-- - - ---=��-•��.=e --- ,tea-�-_� � � `�_���-�,'�*--�--� --���` T TMJ- N o0 ROOF DECK AND MEMBRANE - -==- �_-s r _-_- - - o co ol ARE AT TEMPERATURES OF ! � \- ,� T ASPHALT ROOF SHINGLES N � _.. - r ' s i- �� - - ��_ .� ems_, J- 1 ,.` AZEK SHEETING ON 51DE5 I ✓/ _ Q N N N M 1 r LL. 40 F(5 G)OR HIGHER. -- � - --- � � - - --- --�-��` '\ _ `' OF DORMER TYPICAL � N N M LINE OF DORMER ROOF OVER RAGE 5. - _ I2Jl�- y_ �•-,�-,��. _ T 1-;�`� ROOF RIDGE VENT f _ -- BEYOND _ _ B PLYNOOD SHEATHING Z 5P� - -OH 15�ROOFING FELT PAPER g , i i -` - � 1 i -+.•.dam-�, ,- i, L �- -ma -. ^ �•-rte'.`=� -t- �- r�1 � a EXPOSED LOW GDR _ - - `- _ iri co cn r ` - -- T ' � \ ��` - LII INSTALL ICE S WATER SHIELD PER to c� a - - - s NE OF GARAGE FLUSH ROOFS - -_:-`- - - - - MANUFACTURERS SPECS.TO /' ROOF FRAMING O O O O O z H w 1x8 FASCIA BD. _.__-m_s____.�: - ROOF BEYOND MAINTAIN PRODUCT WARRANTY. I cn L in Q g J F' 1 L -� CARRY DOWN FRONT OF FASCIA- 5 > > w > - a —'— r 'o•�—� "o® - vP i-���r„i,�i_�•,.L +mrr=- - - - - -- i, Q' � w w w w m m (� , _ _ LU w AZEK � '� \ `--�'--_�-- MIN 4'TYPICAL -� ' ' ��� __ __ -_-��— - - H ALUMINUM DRIP EDGE T='__ - -' - -, _1 _ r -- -- -- ' - 1-- - -- --- ----- NO--1--'-- - - - - B' GAP FRIEZE T - _ �r 0 0.40 � BATH 2 �� � - �>1•- ,a� =.`•� _` y 6REAT ROOM_ _ _ - __ - - - — =I'O -�- ~T- \ - - - BEDRM#2 PLATE HT. ouu '-PLATE HT. - -OH -- '-s-' \ \ PLATE HT. MUNI � � -_ \ GUTTER Q 2015 IRC- 62421.8 (503.8) I 1VENTING SYSTEM TERMINATION LOCATION: OH. I i i [ OH THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH 11 1 111 11 111 1- - - I 7 AN INPUT OF Iop00 BTU PER HOUR(3KW) OR LE55 SHALL = I I 1 - BE LOCATED AT LEAST b” FROM ANY AIR OPENING INTO A `Z I ! _ BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER Cn = I I I 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER 1:� W 10" SQUARE HB$6 PERMA _ _ ~ i ©\ / o'�' - -[ _ T EXTERIOR WALL � HOUR SHALL BE INSTALLED WITH A 9 INCH VENT O m B2-I i i GAST COLUMN #46382 W/ �_ _� _' = o .__ _ �� �� - HARDIPLANK SHINGLE SIDING o TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN -j o I I _ I I _ , tel.�, - TYVEK OR EQUAL \ W O w SQUARE FLAT GAP 8 I I i I = $ = INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST Y I - _ - I7/Ib"056 SHEATHING \ \�' BASE (OR EQUAL) - I I _�_ I I ._ o A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF f10�: W = Q - 2x6 WOOD 5TUD5® ib'O.G. \ CORNER COLUMN TO BE THE VENT TERMINAL AND THE AIR INTAKE SHALL BE APPLY ICE d WATER SHIELD IN PROVIDED W/SPLIT KIT - - L i i R-21 BATTS " FAIR WEATHER U ° I 1 Q I ' � LOCATED AT LEAST 12 ABOVE GRADE. Z O WEEN THE AIR,ROOF DECK AND Ur I I - - I I � 11_ _ _ _ TEMPERATURES OF 40°F(5°G)OR � H16HER. T IT __ - �_ -_ _ ._ _ _�. _ I FIN. IST FLOOR I i I I} - - Y._" 1 I _ _ FIN. 1ST FLOG ELEV.+0'-0" - - - - - - - El+o'-o" 2015 IRC- R312.2.1 ❑ _ _ _ _ IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN FASCIA BOARD �"AZEK SOFFIT P4 BOARD W/2"CONT. OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" VENTING OR VENTED = I J I I I ( bxb P.T.POST WITH I I 10" SQUARE 14886 PERMA I I ABOVE THE FIN15HED FLOOR AND GREATER THAN 12" VINYL SOFFIT w � I I 51MP50N BG52-3/6 I I GAST COLUMN #46382 WV I I ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW I~- I I I I P05T GAP ANCHOR 6 I I SQUARE FLAT GAP d I I ON THE EXTERIOR OF THE BUILDING,THE OPERABLE z m 51MP50N ABUb6 WALL @ GARAGE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: DETAIL 2 z w WALL ® GARAGE BASE(ORE AL) - � � � BEYOND I I I I P05T BASE(TYP- I I GARNER GOL MN TO BE I I BEYOND ' OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER Z qa Q o FDI I I I I I ALL COLUMNS) I I PROVIDED SPLIT KIT I I 4 SPHERE TO PA55 THROUGH THE OPENING IN 1T5 LARGEST O ° J fi � OPENED POSITION. I I I I I I I I I I FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F W RTC I I I I I I I I I I 2010 SCALE: 1 1/2 = 1 -0 2 - 10 o �� �o� I I I I I I I I I I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION Z m TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW W e Z TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR * C7 BASEMENT BASEMENT OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 - -f- - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - I I - - - - - - - SQUARE FEET. - - - - - - - - - - - - T - - - - - i-I - 1- - - - - - - - - - - - - - - - - - T - - -- - - -r - - - - - - - - - L- - - - - - - - - - - - - - - - - - - L- - - - - - - - L- - - - - - - - -j- - -- - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - -� �J 30" LEFT �E LEFT ENI ELEVATION ................... . ...... ° 1/4 = I-0" B2-5 JOB BER B 16023 UNIT 6 W UNITS 6 (B- 2 ALT- 2 8� DUET BLUSTERCn SHEET NUMBER B 2 ALT 2 MAGNOLIAZ S (MODEL B- 2 ) ELEVATIONS- WB2 - 1 . 1 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 77'-o" z CENTER LINE OF wE 2 HOUR FIRE RATED LINE OF REAR CHEEK RE515TANGE HAL 14'-2" II'-2" 13'-0" WALL® UNIT 6 U 2 - - A55EMBLY - - - - - - - - - - � � C) Z A o o in 62-5 y N U 4-dMill ':3 aD 2 O Z U °?'S U, O n Q L X� M Q 'a S" 12-101. - 10 0 41-411 M.O. 5'-3' 4 I I 4'-4"M.O. 1 4'-11" 101-0.1 12-10" 8 Q o co v, oLO - CO M 00 - UNEXGAV. - EJU 4"P.G.5LAB WITH bxb, I Q o N 10/10 H.H.M.OR FIBERME5H. 2 q UNEXGAV. o a `-r MIN.3500 P51 GONG. b" 8" 4n P.G.SLB WITH bxb, FDI 10/10 W.W.M.OR FIBERME5H. HO2 MIN.3500 P51 GONG. HD — - '�-. FD1 S' 6 �- • vex o EGRE55 I ( ----- o WINDOW O HD m i rcm w� t c - - - -- -H- -- HD Q I n n ¢ HD EGRE55 - " - _ :°. :,; " - ., F_ 2 x 10 ® I6"O.G. WINDOW 4 2x12 FLOOR JOISTS -w„o. 5LAB 5EAT - - \ o ' 1 n b O q Y Im o o s p l HD a 2x12 FLOOR JOI5T5 -� r m HD - __ 4 LAB 5EAT WIDE J015T T 2 --JA ____- _-.. - - _ ® Ib”O.G. 2nx 10" SEAT.T.O.SEAT 4 F i _ I z Q Q ELEV= (-)I'-In FDI \ - - --- -- -- — o J O U 12" P.G.FOUNDATION WALL 2 T 1 4"WIDE J015T _ �_ - ! - - -_ _ - _fI1 HD WITH DAMPROOFING ON 4 5EAT.T.O. SEAT - 2'-0" ,, 10" 24"x 12" P.G.FOOTING 1: -2" FDI 9'-4" 14'-b" i j F \ pl �i ELEV= (-)I'-I " Q _jATIQ H p Q I 10"P.G.FOUNDATION i 4 L2" P.6.FOUND WITH DA ROOFING ON of N HALL Z DIRECT VENT HEATING EQUIP. i- Hp APPLIANCE GLEARANGE 3 " IA L UMN I +{ ? I _T pN 20 x1 IODP.GFOOTIN6 14-8' q'-4" FDI 13'-2" 24"x 12"P.G.FOOTING 10" 2'-0" `D ❑ Qj� O"x 12" 1 I n I i !/ - • �t LIANGE5 SHALL BE INSTALLED ON 0 x PPG -T.O.W. ELEV. = O-Oi 4 r 4"WIDE W�THE GLEARANGE5 FROM FT6(U.O a i I y, 10" P.G. FOUNDATION DIRECT VENT HEATING EQUIP. UNPROTEGTED GOMBU5TIBLE I -�1 -J - WA�{L WITH DAMPROOFING 3�" I�DWSTEE GO UMN APPLIANCE GLEARANGE Hp T01W.ELEV= A HI M PLIANGE LABRIAL5 A5 EL AND IN THE L -J III _ % ON IZO"x 10" P.G.FOOTING „ _- � � I ON 3d'"x 30"x I D PG APPLIANCES SHALL BE INSTALL ® 1 -T.O.W. ELEV. = 0-D \ FT6(U. .N.) WITH THE GLEARANGE5 FR�M DE �*1 MANUFAGTURER5IN5TALLATION i, _I '^ t L UNPROTECTED GOMBU5TIBLE J015IN�TRUGTION5. _ _�1 00 00 _ 1 TOW.ELEV=T()EATi (� M�TERIALS A5 INDICATED ON T E q 1 II \b �f APPLIANCE LABEL AND IN TE 1z -J 0OVIDE FRE5H AIR INTAKE p o FW-2 i:; ® _P MANUFAGTURER5 IN5TALLATIQN HD 00 MEGH EQUIP PER CODE p �= \ - II \ __.__. INSTRUGTIOf�IS. W a 00} 2x12 FLOOR J015T5 2x12 FLOOR J015T5 2'-0" ® Ib" D.G. ® I6"O.G. o p PROVIDE FRESH AIR INTA E I - \ - ! I 2x12 FLOOR JOISTS \ 2x12 FLOOR JOIS TO MEGH EQUIP PER GD E HD m ® Ib"O.G. r- - ® I6"O.G. v ❑ w L _J BA5EMENT 5LAB L J T \ - *4"P.G.5LAB(MIN.25 P51 GO\-) �I -T 8 T p ( � FD1 * .006 MIL.POUF EL'ENE VAPOR FDI Tm _ - TYP. BEAM POCKET I —BARRIER *TAMP d FILL 95%DENSITY L -�� * /� BASEMENT 5LAB WRAP EN05 OF GDR o o �_ , T T 8 1 4 P.G.5LA MIN.2500 P51 GONG.) U W/ALUMINUM AT \ _\ \ \T \ FDI * .00b MIL�OL- THELENE VAPOR FD1 (A POCKET OR PROVIDE 10" S' 0" 15'-O' - x �- I4'-2" \ \� BARRIER— _ I/2" AIR SPACE ALL I I ,� N *TAMP d FI ITO 95�DENSITY O Q I- 51DE5 UNFINISHED BA EMENT i \ o p I \ \J L ;_ o � r F_ - *&'-0"GEILING \ —1 1 I I 14'-2" xl 5'-0" 8'-0" 10 = I- 1 © *(R-13)CLOSED ELL SPRAY U FOAM INSUL ALN¢�IN51DE I- -I F T z L J FACE OF FND.W\t5-FULL HT \ \ \ u� UNFINIS�IED BASEMENT O OR DRAPED BLANKE-r�\\\�% �// �OW_.tLtV=-( JI - r '-0"CEILING HT. r INSULATION L_ - ff *(R-13)GL ED CELL SPRAY I U 10" 5'-4° N ALL EXPOSED HOT WATER \ _ I �\ I- \� FOAM INSt)L ALONG INSIDE I Q \ w O PIPING AND/OR HE TING DUCTS \ \ \ FADE O JI WALL5-FULL HT L J I) TOB 15ULATEC WQER N.Y.5. i/ L I J OR DRAPED BLANKET z �_ r- CODE, \ / \ L IN5ULATION TYP. BEAM POGKET xALL EXPOSED HOT WATER 4 WIDE JOIST 3 I p.O, - - - �\�Xi2 FLUSH— p \ -<\\ PIPING AND/.OR HEATING DUCTS cv WRAP END5 CFDR _ O 5EAT.T.O.SEAT - N ELEV= (-)1'-I�" Q -a \ TO BE IN\ATED A5 PER N.Y.5. O p _ T 2 I LOOR J015T5 i CODE. i- �s (Y 0 KET OR PROVIDE Zzl • - 1/4='x-q42"L _� �� _ !b"off- - -- \o (2)2x12 _L\ D.O. �� I " AIR SPACE ALL 4"WIDE JOIST HD - _ cvi I —_ i, -- - - - - > 51 5 SEAT. T.D.5EAT L112 L_ --I - _ T.o.w. - -- ELEV= (-)1'-I�"Ell ELEV. -D'-D" — 2x12 FLOOR STUNEXGAV. FLO R JOISTS I T O I -- _ - \ n 4 P.G.5LAB WITH ® 1 " O.G. �\ : 1 - - 4. - \ I I - 5-1/4!c 9-I/2-L - - HD "' w n n n n N ao 646, 10/10 W.W.M. -- - - --- - - ✓ O W, \- I 4- fx]L_ 3- I J -LVL GRRDE L J _ Q N N N M 1� OR FIBERME5H. - 4" " AFL �Q-0" I o rr o 04 04 ri ri co FD1 - p _ ) 2x12 FLOORJ015T5 UNEXGAV. f�IN.3500 P51 c� (' / r-- iv ® 16" O.G. 4"P.G.SLAB WI H r 8° 4-b" I-0 %2 8 l'-2 I 8" 4 - - - 7 ci) FDI 62-5 0 0 - - - o bOR�BERMESH. FD 1 LL 2"x 10" - - N MIN.350L/ - 5LAB SEAT - - - 51-2-1 y I I I F 4 a.. I - 1'-2" 2' "\ '-0" 41-6- #5 N HD 1 CORNE REBAR5 H/ 4'-0" 5 B2-5 L - LEG5 OPOINT OF FW-2 FDI - - - I� SLB 5EAT a g •I— \ (2)2x12 FLUSH FOUNDATI N WALL 8 I'-6" n iri z co a o FROM TO d #5 CORNER REBAR H/ 4'-0" - - I I-D 3-2 z z z 0 0 o z c w �O7TT�M - - - - - J o " \\ I U- UP 14R UNEXCAVATED TYPICAL �y LE65 @ MIDPOINT 07: 4" WIDE J015T 3" I 11 GARAGE 5LAB J � w > > a SEAT.T.O.5EAT II LQ 2x12 FL JOISTS * FOUNDATION HALL I-6F_,- ELEV= 4"P.G.5LAB(MIN.3500 P51 GONG.) p - o " I! ® 1 G. c� - I FROM TOP 8 BOTTT M. - - ELEV= (-)I'-I� � REINFORCED WITH bxb,10/10 W.W.M. Ul � � �\ T �---- - S" *TAMP d FILL TO 95�DENSITY p -- u, 10" ! 2-6' 14-2" �r cY • UP 14R � 0 3 4 n ZrIl *5LOPE GARAGE 5LAB DOWN 2" �--� p\ 4 WIDE JOIST N TOWARD5 GARAGE DOOR I G (2) 2X12 FLUSH 2x12 FLO I-5T5 / AT.T.O.5EAT �n a `� ® 1O- ELEV= (-)I' In a� N 5 /L4F_ 7 "x q I/2" LOW F - _ = G 8" 'r T 14'-2" 2'-b" 0" -�=- �- _ _ - -_ w I UNEXCAVATED TYPICAL HD _ L 6Tf\ER L - J B B 5 p GARAGE 5LAB o I T 2 12 FLOOR JOTS - w 4 P.G.5LAB(MIN.3500 P51 GONGS 1- 7 5 I/4°"IfX q I/2° _ Ib"0.6. REINFORCED WITH bxb,10/10 W,W.M. - _ ,� - - Z B I *TAMP d FILL TO q5`�i DEN5ITY ' LVLIGTRDE W B2-5 loll, 2 6 II 8 8° Il'-10" *SLOPE GARAGE 5LAB DOWN 2' L - _j \ 1 L - \ HD lFl TOWARDS GARAGE DOOR A 2x12 FL OR JOI 5 IL U Q m ® 161, O.G.o } 1'-0" 17'-10" S" 11'-8. `r w w , 2._6.. o.. v B 8 5 ° 8" P.G. FOUNDATION WA L > O U w HD 4 WIDE J015T WITH DAMPROOFING ON B 8' P.G. FOUNDATION WALL `� o SEAT.T.O.5EAT TOP OF WALL \ Q ~ _ ELV= (-)I-I 4" 16"x W DP P.G. FOOTINGON= -I'-2" I 82-5 W TH DAMPROOFING ON l Z 16"x S" DP P.G. FOOTING 4" WIDE JOIST • HD � 4 a? W SEAT.T.O.SEAT 2x12 FLOOR J015T5 1 TOP OF WALL 4n ELEV= (-)i'-I " ® I6 O.G. o B AB b ON= -1'-2" ❑ ' ry0 J _ 2'-0" 2'-b" 2'-b" 0" II'-4" m10" 3 I 2x12 FLOOR J015T5ui 0 �r FD1BAB B o ® 16" O.G. ►J- O = 10" tt' II'-4" 10" 2'-b" 2'-6" 2'-0" Z �.L.� m O 3 0 w HD o HD �r I FD1 v Z qQ a p 2 0 2" Q o o cUn w HD p I HD LINE OF FRONT I-0n 16'-0" M.D. I'-4" 1 1'-8" 16'-O"M.O. I O" FD1 `= z FOUNDATION WALL® CENTER LINE OF BEDROOM#2 UNIT 5 1101, FIREISi-8n 13-O 7i-O n13i-0n RES15TANGE WALL 1,-0n I A55EMBLY 9T 0`'-3 8 .10 IN E UNIT 6q q UNIT 5 B-2 ALT-2 (MAGNOLIA) B2-5 B2-5 B-2 (MAGNOLIA) , UMBER w2016023 HD- HOLD DOWN GENERAL GONTRAGTORS AND 5UBGONTRAGTOR5 TO REVIEW T[HE5E u) SHEET NUMBER _ MULTIPLE LVL GIRDER CONNECTIONS: FOR ALL MULTIPLE LVL 61RDER5, LA6 BOLT CONSTRUCTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND FOUNDATION PLAN UNIT 6 UNIT 5 DUET CLUSTER Ia: 2 REPORT ANY AND ALL D15GREPANGIES INCLUDING ANY DIMENSIONAL .B= ANCHOR BOLTS® TOGETHER W/ 1/2" BOLT5 @ 2'-0° O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEASURES ALT 2 MODEL B 2 zGARAGE SIMP50N " 1�4��=1�-0�� (B- 2 ) ( ) FOUNDATION PLAN " B2 � 2 STRONG WALLS FROM TOP BOTTOM MIN. 4 FROM END5 PRIOR TD CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMEN5101N5u� SHALL BE CALCULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. w u COPYRIGHT GRCH ARCHITECTURE P.C. 2017; ALL RIGHTS RESERVED CENTER LINE OF Z C) 2 HOUR FIRE RATED bxb P.T.P05T WITH 38_8 38'-4" 10 SQUARE HB46 PERMA RE515 ANYE WALL 2 o SIMPSON BG52-3/6 P05T I GAST COLUMN #46382 H/ I R GAP ANCHOR 4 51MP50N 14'-2" 1 10" SQUARE HB46 PERMA GAST GOLUMN bxb P.T. P05T WITH U ABU66 POST BASE(TYP I COVERED 1 SQUARE FLAT GAP 4 BASE —(3)2-X8 ATM — — — — -D.a. O A A #46382 W/SQUARE FLAT GAP 4 BASE ; 51MP50N 6652-3/6 P05T 0 U ani -ALL COLUMNS) (OR. EQUAL) - CORNER � I GAP ANCHOR 4 SIMP50N 1 w COLUMN TO BE PROVIDED Q 62-5 " 62-5 (OR EQUAL) - CORNER COLUMN TO BE 14'-2" I Z E L Q I I PORCH I W/SPLIT KIT ABU66 P05T ALL BGOLUMNS) ^^ ,, 03 s ALIGN TOP OF I_ " PROVIDED W/SPLIT KIT I ASE(TYP O W 0 2 0 13 2 TRANSOMS 1 1 0 14 6 14 2 I I-0 13 2 2-0" I- *�.,J cn r ` w 1q (2)3016 TR (2) 3016 TR (2)3016 TR o (2)3016 TIR �I 1 o cv �i IL (2) 3050 DH (2) 3050 DH o ALIGN TOP OF COVERED w =N O I DI Iry (2) 3050 DH - (2)3050 DH TRANSOMS PORCH 1 N> f- ® 8 0 HD HT " " ® 8 0 HD HT ~ Q d ® 8-O HD HT w Z U 3 'u 6 7 b-1 � 5- 5-b 6-10 l-8" l-4 6=10 5-b ® 8 0 HD HT 5-b b-1 b-1 I � � � °Q'w L X u)'O M N1 I _ X m O w cM - r — — - - - � 2 I N• I �� o v Q o �, �• 2 Lo - to HD L - - _ JL —`° _ J HD 1 - I I° 4 E U M ^ 9016 TR N p iq I x ZN cr) 6080 5L. L. DR W/ _, (2) 2X10 HDR J O F — — — 1 F — — -1 m OIbTR % "' Iq = — JL _ - - J HD DI I (' 1 (2) 18" 510 L16HT5 iq i ci, r —� HD L _ 3050 DH r 1 r — I I DI 0 9016 TR o I I x o DI / L — — —�J _ J I HD (2) 2X10 HDR ) o. ROOF TRU55 GIRDER N ROOF TRUSS GIRDER - - C) 1q r`�`� 3016 T 6080 5L 6L. DR W/ Iq _ _—� o (2) 2X HDR N o I ® -o" HD H (2) 18" IDELI6HT5 I I DI I - - - - - - - - - - -I _N II-0 CEILING \ O 3050 DH Q •.� - - - — - - - - - - —i \ Iq / HD L - - z L - - J BREAKFAST I - _ROOF TRUSS GIRDE N I _ -_ -ROOFTRU55 GIRDER HD a 5.25" II l/8" LVL HDR AREA \\ DI // I (2) 2X1 HDR O �- Jr -ry cn - - - - - - - - - --� / II'-O" CEILING — - - - °- - O `" b" „ I \ // BREAKFAST HD 14-0 3'-0 4 2" 2 0 4' I 14'-0 1 4 H 2816 TR® AREA `fl 5.25"x 111/8" LVrDR J U 2852 DH m DI I I 4" 1 14'-0 I 4 2-0" 4'-2" 3-O" 14'-0" Z 8-0 HD HT L x I I " � b" m 1 " 1 2816 TR m N -1 I I 13 0 TRA CEILING I I I 21 "G' o Q O r-- a MASTER BEDROOM I 1 u, 1 2852 DH U DI - x L J 8)'-0" HD HT. II'-o"G (LING II I I mm I I I 13'-O" Y CEILING 1 aj N cn O PRE- AB IL---J J I I I W C) FIRE LACE GREAT ROOM 1 4 I� Z 1 MASTERBEDROOM I I r-- E- M _ m I I FW-2 I I - I 11 11'-O" EILIN6 PRE- AB O Z Ir 1? N II'-0"GEILI 6 I I I 1 -1 I z I L——JI 6REA ROOM FIREP AGE ❑ TEMP GL DRS, I Qj� cill KITGH N OU � I I I 1 4 Icl Lo [ J RA15 D HEARTH 1 1 I I I I 1 I II'- " GEILIN6 �� W TEMP 6 DR5 00 00 KITCHEN 1 1 I RA15ED HEARTH ENERGY o 2. b° � 4" b, 6" 4.. , 3'�'/ 4,� 51-0" 4.. 5•�,�\ 4" I 1 _ _ _ 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF AILING\ -ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO 0 ��2 DH X v X1 - - - `t 4" / 4" 4" \ - I 4° bI I m /5-0 5-0 3\4 4" b- Ib-42. ALL CON UC N LL OMPLY WITH THE 2015 INTERNATIONAL ENERGY 8'-O" HD HT cv X66 a K' F- �]CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION L J =v / \ Q C, 1 I 2816 TR® Wcz 1"--1EXCEEDBTHEEENERGYD EFFFICIE CY 1REQRED BY THIS CODE.Y PROGRAM TO - 4„ 4'-2„ 4' 2-0„ 4„ IID'-O" I N4-2" `^ I 1 b'-O" HD DHT ry' �_ r M SHALL TO 12 10-D CEI INC LJ o V 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND DI N 6 WIG -I 6 _POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. ' PANT.- _]' LIN. ��e 6e I W1GL I 6e 10'- " GEILIN6 12 m CERTIFICATE SHALL COMPLY WITH IRC N1101.14. <r = -- lo'f0"GEIS G GL 4' -O" " 4° Di ❑ O 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND I 1 I- - I WILL 1 Lie /c468 LIN. PANT. m INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING p I 4" W 6 6" D 4" � I 1 _ SURFACES. I L -1 = `r (3) 2816 TR® F- -I > 11'-0"CEILING m 21"X L — J 1 I U 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE (3) 2852 DH - �- o 0 8'-0" HD HT I I I DINING AREA `� `� z o 1"ATTIC SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE WC 4" D b' " W 4" C, = [� 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY I 1 '- GGE55 m = L_ J (3) 2816 TR 10" SQUARE HB46 = I (2)2668 c IM41 11'-0"CEILING I > F- 7 (3)2852 DH SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. I L x ® HATCH I O J ~ PERMA GAST COLUMN u-1 BIFOLD ® d? b� SD 10'-0"CEILING © WC DINING AREA I I I e'-o"HD HT 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED o #46382 W/SQUARE m er-O. 5D m y`° bb4) EF HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL p FLAT GAP 4 BASE I I I `ti MASTER (2)2668 I - I I Z U BE CONDUCTED BY AN APPROVED THIRD PARTY. - _ 1 " �t BATHROOM „ ® IF D �, L J I w (OR EQUAL) (3)2X6 21 G u- 10-0 GEILIN6 5D x'66 ® BOL �, F- -1 10 SQUARE HB46 PERMA 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO CORNER COLUMN TO l J POST pl p EF© 66 8 m SD b� DOOR5 m I GAST COLUMN #46382 K/ A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS BE PROVIDED W/ N 4" 3'-10" 4" 3'-4" 4" 10'-4" 4' MASTER _ ,yb I I SQUARE FLAT GAP 4 BASE LESS THAN 3' IN DIAMETER. SPLIT KIT - - - - - - _ - BATHROOM 2I "c" 1 ( U � ON 4R (3)2X6 (OR EQUAL) - CORNER O 6A DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE - - - - - - = R rHD e -a � r'� GL. o = DI POST I- J COLUMN TO BE PROVIDED � e v 4" 10'-4" 4' 3'-4" 3'-10" 4" Q SEALED. I'-O' 8, o„ o"x 3 N W/SPLIT KIT B. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE ,AIR f- 5HWR PAN — — — — — — — — HD LEAKAGE BY AN APPROVED THIRD PARTY. Iq X q-O 50. o _ — — — — — — — 0 GOVERffD I I GL. >xe 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 5016 TR i' DI TI PORGI II Q NOTE "s": _ _ ° _o" ;a 3080 EXT IN�UL DR I� 1 r II-0 CEILING 1 9 I 0'x O 8-0 r -I 1 1 1 (4) 2x6 P05T I I 5HWR PAN X q'-o"50. Iq 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F x 286 IN5UL DR- I I GOVERED 5016 TR cm W/(2) 12 FOYER 45 IN.FIRE I i TEMP. GLASS - _ NOTE "5 Q I 'ORGH I i- DI (3) 2x6 HDR DEGREES OR <55F DEGREES SHALL BE INSULATED a� 5-4 I I SIDELIGHTS cv RAIL W/SELF 1 TEMP. GLASS � _ WITH R-3 MINIMUM. m 1 = P I PTN ON 2X4 I a� I I 3080 EXT INSUL DR :o I1 „ GL TNG DEVICE I I PTN ON 2X4 2868 INSUL DR- II'-O"CEILING- I 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE m 2 3'-4" 6 10'-O" 4 3'-4" 6 I 1 KNEE WALL FOYER x LLl � n h � N ao / KNEE WALL I 1 " W/(2) 12" r �" "' o r � � `r IRC IMC 6x6 P.T.P05T WITH 602 (4) 6 P05T I I 45 MIN.FIRE 5-4 ¢ N N N ri co N u7 51MP50N BG52-3/6 POST HD ;o RATED W/SELF 51DELI6HT5� o � N N ri ri co � e- V. 'I ROOF TRU55 61R ER I CLO51NG DEVICE < 1 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD GAP ANCHOR 4 51MP50N - or - - - -—- - - - - - j - - b " I b I " 4'- CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HEIRS ABU66 P05T BASE(TYP I 1 3'-4' 4 10-0 -4 m RATER. cm <t I I I � CO2 HD 51MP50N 8652-3/6 POST -ALL COLUMNS) o L V I 1 (4)2x6 P05T bxb P.T. POST WITH ® II OOF TRU55 61RDER _ _ _ _ _ _ 13.L1GHTING - A MINIMUM OF 75% Of PERMANENTLY INSTALLED FIXTURES m Iq WC 5D TW GAR GARAGE I - - - - ABUbb P05T BASE (TYP MUST HAVE HIGH-EFFICIENCY LAMPS. DI © o GL• *4"P. 15LAB(MIN.3500 P51 GONG.) III - a -ALL COLUMNS) g w " -1 4" b" - REINF GED WITH bxb,10/10 H.H.M. I `� LAY o z 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC 1z 3030 AWN b 8-6 EF 4 4-6 3-4 0 *5L0 GARAGE SLAB DOWN 2" I I 5D® WC Iq m m m a CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND 0 6-0" HD HT IB'-O"CEILING �� `r TOWA 5 GARAGE DOOR I - m - o6 z c N = s o I I TWO GAR GARAGE = GL 4 0 � © D1 z z z o z z INTERNATIONAL ENERGY CONSERVATION CODE. 0 SHALL BE THE m © BATH #2 � _ '�"TYI� "x"GYP BD ON GARAGE O III 5 d o 00 foo z F• w RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE m - WALL GEILIN6 cti *4"P.G.SLAB(MIN.3500 P51 GONG) Q 6' ¢ S2 g J ~ d v i 3 4 4 b� 4 EF 8 b 6 3030 AWN 5 > > w > D °' ¢ DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE 0 * "TY "X"GYP BD ON INT OF LIVING p I FW-2 REINFORCED WITH bxb,10/10 W.W.M. 4) ® 8'-D" HD HT W w W w 05 CIA Z) m U MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, HD �r �q7 SPAGt v � "ON WALLS TO GARAGE =I I o *SLOPE GARAGE SLAB DOWN 2" ppb 10-0 CEILING O m b = - I I= p TOWARDS GARAGE DOOR _ BATH #2 m EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF w �I I I a 'I N 'J"T(PE"X'GYP BD ON GARAGE f2 REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. iq �06� ®5D oI 1 v NI I zo 15 ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 8 B WALLS d CEILING !� N �r DI GL. Q '' I I `� NII * "TYPE"X"GYP BD ON INT OF LIVING X66 " HD o cq 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED 82-5 m = 82-5 SPACE COMMON WALL5 TO 6ARA6E `� 0�°� 6"(R-21)BATTS x I I 1 N I I b� TO COMPLY WITH THIS CODE. c�1 1 DE), 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR II'- " GEILIN6 mo a� I DORMER WALLS 11 6 5 5D® 4 G� r 626-5 EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH I e BEDROOM #2 Iq I I ABO 111 I Iq b" (R-21) BATT5 � F- SECTION N1103 CONTROL SYSTEMS. HO , I 1 Z cl 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND O 2'-b" b, 12'-0" b DI I 1 18'-0" i 4„ DI 2 II'-O"GEIL N6 W m I FH-2 BEDROOM #2CD INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD - as I I Iq 0 a_ m OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO 1 `�' III IbOlO OH DR ;fl III 4"—� DI 6" HD J 0 INSTALLING INTERIOR GYPSUM WALL BOARD. I Iq IS-0 12'-0" b 2'-6" o W w — - - - — - - - 0 Y - - - 5 I/4"x Ib"LVL HDR HD DI ( m. F- HD _ iv I 0 w w D/21 V/21 ;a 16010 OH OR - 'Zn U o DI HD 5 I/4"x 16" LVL HDR HD '- r U 4 2015 IRC- 62421.8 (503.8) VENTING 5Y5TEM TERMINATION LOCATION: `fl (2) 2X10 HDR D/21 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF N 0 DI D/21 0 W O v 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST DI 62_1 b"FROM ANY AIR OPENING INTO A BUILDING,AND 5U6H AN o HD F 1 f- 1 HD APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT iv L - -(2?-3QI 7R - - J 1 I-II OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH - - - - - -•(2 H - - - - HIDSEAT HO J ® 8'-0' HD HT VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT Ev Iq J (2)2X10 HD1� _! m OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT — TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND DI z 3 0 THE AIR INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. r 1 rl �_ J DI - Q A A L - - L2) GTR Z B2-5 2-5 Iq (2) 3 50 DH o o U) DI ® 8'-0' HD HT LINE:OF UNIT b R. ........ ........... 4" 4'-0" 4'-0" BEDROOM#2 W A FW WALL BEYOND S��R C,�, 2015 IRG- R312.2.1 b'-6' b-6" 1 O 16 1-01, R.O. 1'-4" I-4 I6'-8' R.O. I"O 2-6 8'-8" 2'-b' p� T E IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED G � FLOOR AND GREATER THAN 12" ABOVE THE FINISHED GRADE OR 2'-O" 2'-6" 2'-b" I3'-0" 18'-8" 13'-0" 2'-6" 2'-6" „� . rn It a z OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: * OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 2'-O” (P PA55 THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. 2" 238' y0� *FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2890 FLOOR PLAN NE OF FLOOR PLAN (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO WINDOW TO FULLYUNIT 6 �— CENTER FIRE RATED � ` �F ��� RELEASE THE CONTROL DEVICE ALLOWING THE 1/4"=I'-O" LIVING AREA= 1599 SQ. FT. 1/4"=11-0" LIVING AREA= 15Qq 5Q. FT. B NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE B-2 2 ALT-2 (MAGNOLIA) RESISTANCE WALL B-2 2 (MAGNOLIA) WINDOW UNIT TO LE55 THAN 5.7 SQUARE FEET. GARAGE AREA= all 5Q. FT. ASSEMBLY GARAGE AREA= all SQ. FT. 2016023 COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 250 50. FT. lil NOTE R: OT EF =EXHAUST FAN: GENERAL CONTRACTORS AND SUBCONTRACTORS TO REVIEW THESE Q SHEET NUMBER ONE CARBON MONOXIDE ALARM IN NEW ONE " UNIT 6 UNIT 5 DUET CLUSTER STAIR MANUFACTURER TO 50 CFM INTERMITTENT OR NOTE V AND TWO-FAMILY DWELLINGS,TONNHousEs MULTIPLE LVL GIRDER CONNECTIONS: GONSTRUGTIGN DOCUMENTS UPON RECEIPT FROM ARCHITECT AND = PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 GFM CONTINUOUS * ALL DRYERS TO BE VENTED REPORT ANY AND ALL DISCREPANCIES INGLUDIN6 ANY DIMEN51ONAL °- NOTE: APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT ALL WINDOWS SHALL BE TRU55E5 W/ 12 MIN. HEEL BUILDINGS,(CONDOS 4 GO-OPS)AND UNITS REPORT ANY OISGREPENrIES TO OUTSIDE AIR PER GODS Z �� OFFERED FOR SALE, IN THE IMMEDIATE TOGETHER W/ I/2" BOLTS @ 2'-0" O.G. 2" MIN G02 CARBON MONOXIDE * ALL M54ER TO BE CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES ANDERSEN 200 SERIES HEIGHTS (U.O.N.) 24 O.G. Q = TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLICTS TO THE. ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL (B- 2 ALT- 2 ) (MODEL B- 2 ) FLOOR PLAN � B2 � 3 DE5I6NED BY TRU55 ENGINEER GLAZING ARGHITEGT PRIOR TO SAIR FROM TOP I$ BOTTOM $ MIN. 4 FROM ENDS w FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. ' ®5D SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH INSTALL ICE d WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO bxb P.T.P05T WITH z WHEN ROOF TRUSSES ARE SPECIFIED o = 51HP50N BG52-3/6 P05T W E MANUFACTURERS SPEGIFIGATIONS TO MAINTAIN BE USED, ° ib-2 GABLE WIDTH Z) q PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. - GAP ANCHOR b SIMPSON C AB1166 P05T BASE(TYP U 2 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING bxb P.T.P05T WITH Q 4-alla" U NOTE` LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN --- _ _ -ALL COLUMN5) APPLY IGE d WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DEGK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING - 1-_ _ 51MP50N ANCHOR 4 /6 P05T p AND MEMBRANE ARE AT TEMPERATURES OF 40°F (50G) OR HIGHER. -D•0.- --�� -J(3)-2X8 P,T:GIRDER._ GAP ANCHOR d 51MP5oNCODE. � ABUbb P05T BASE(TYP � V � � I I -ALL COLUMNS) _ 0 �� � 3 v � PRE-EN6INEERED ROOF II'-0" PL HT. 11'-0" PL HT. co _ TRU55E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE - - ~ STRESS DESIGN: I 12 I2 -(3)2X8-P.T.f61RDL -- D O � 0 0 I'-0" q �" I I I'-0" A A I I F- 'F+ y N>' D EQUATION 16-8 q � N:?z _ ( ) OR OH. B2-5 I B2-5 II-O PL HT. I I'-O" PL HT. Z 51MP50N STRONG-TIE D + L (EQUATION 16-9) I MT5 STRAPPING(LENGTHS VARY) _ 1 NO "R" I°-9 12 12 I O w M D + S (EQUATION 16 10) I IU HATCHED AREA INDIGATES I'-0" I q I'-0" U o f0 v CONTINUOU5 WALL 5HEATHIN5 TO D + .6W (EQUATION 16-12) u, LOCATION OF FIRE RATED ROOF OH u, q I OH -r ti N TOP OF TRUSS HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 I IN d WALL SHEATHING,4'-0" FROM �I I I ❑ c) I�1 � IN � CENTERLINE OF 2 HR FIRE �I NO R I HEEL HEIGHT VARIES-SEE TRUSS DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = I m = RE515TANGE RATED WALL al o CD ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL XI A55EMBLY CARRIED THRU N Icx a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 `' II O PL HT. ATTIC TO UNDERSIDE OF XI I 'v OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND ROOF SHTG.- TYP �' 1 I_ SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I L - _ OH ALIGN FASCIAS Ix 12 EXPOSURE CATEGORY B. NOTE "R" / II-O PL HT. m IFRAME - -- - - - - - I� r /r b" 2 - J VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I "jam/ j j// 2-1. ALIGN FASCIAS off _ � _ .OH. _ Ir I z FOLLOWING DESIGN LOADS: _ _ ROOF TRO55 61PDER _ _ _ II _ ROOF TRU55 GIRDER _ _ - -_ �` / _O \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I - - 1 NOTE "R" I LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD I I jj/ ///// / / - o I U UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 _ _ i j j% j j% /j,� j/ __ __ - ' _ _ _ROOF TRU55 GIRDER _ _ _ _ ROOF TRU55 GIRDER _ GUTTER PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE L ---- �� F- 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE Z NO ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. z 12 j//jj/, jj /jj/� / �- I - -_1 O 8"FA561A BD BI 4 —►q ' //j j//j.I �+ // //j j --- __1I — L— I_ �] U TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD r I �;///j//� / / O DEFLECTION OF THE LESSER OF L/360 OR .75". 12 % //j j//j/ /// / I2 z I2 u- Ln HAL E PROVIDED TO � q � v � r /'� // � // � \6 �0, O TRUSS DESIGN DRAWINGS S L B P / // // /VENTED VINYL SOFF ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR // j// // // rZ "X Qji TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALLElINCLUDE THE FOLLOWING INFORMATION: � INT. L BELI H TRAY GEILWALL BELbwI 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. /// / / //2. LOCATION OF ALL JOINTS. ralaaaall RAY GEIL. INS.BE3. REQUIRED BEARING WIDTHS. ® /j // j/ /, j WALL LEADER TO ORYWELL- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD.4.2. TOP CHORD DEAD LOAD. b° 4.3. BOTTOM CHORD LIVE LOAD. j///j/ r j//j/j OR 4.4. BOTTOM CHORD DEAD LOAD. 4.5. CONCENTRATED LOADS AND THEIR POINTS OFL L J APPLICATION. FLUSH ROOFS 4.6. CONTROLLING WIND LOADS. r//jX/j U)l 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR �////" �C//, r ///// N r E•••� DETAIL1 DESIGN VALUES FOR CONDITIONS OF USE �II ///// / /// �- __ FLUSH ROOF5 - 6. EACH REACTION FORCE AND DIRECTION. SS /� -1 - _ j// / /j /j/ �./ NOT TO SCALE - 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, p � I— � � �j j �/ r � j j � � ❑ w O B 2 4 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY TRUS IDOE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I ( , NOTE: GA MIN THICKNESS GRADE A GALVANIZED STEEL w V6 LT- NT 5/ INSTALL HALF OF PLATES. - y / % 'G ///j%/ / 76 END OFSTRAP EACH ° 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH I �� / TRU RID6E W/VENT '/ I I o e MEMBER. 12 I - -I L_ ; j� % /j%/ RIDGALI6N -J L- -J - 9. CONNECTION REQUIREMENTS FOR TRUSS TO _ /// / � ( ) 0 o GIRDER TRUSS, TRUSS PLY TO PLY, AND FIELD ll ��� � _ j / // TRUE RIDGE W/VENT z v SPLICES. I I'-0" PL HT. II �O / / / / j/� _ 12 W 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 0 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS a l U MEMBERS. //// // " �' p ° 5 5 12. REQUIRED PERMANENT TRUSS MEMBER BRACING /� //jj/// �j / r �2-4 _ � � II-O PL HT. o ° ° IM'S0N CARRY IGE d WATER SHIELD // / 0 TIE Hb LOCATIONS. I�_0�� J� FOR MIN OF 5'-Q"ALL X11 000 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH OR (3) 2X6 P05T IRE-G-TtON5-@ R5EGTION a OF METAL 8 A PHALT ROOFING //�///j MANUFACTUREACCEPTED GOFERING METALPPLATE-CONNECTEDRACTICE. THE GN AND WOODI - �� 51MP50N STRONG TIE -- I //�/ // /// Z— V (3) 2X6 P05T OH. MT55TRAPPIN6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS - _ - v_ f- \ PROVIDE IGE R51-EL-0 - ////// //// // ( �� ON ENTIRE DO ROOF FOR A - 14-IOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY , \ / // r'�//j// / - (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF I �� 12 \ SHALLOW PITCH / NEW YORK. w III * Q - �� I ROOF BREAK 11/ - ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS I L - /� C4 o OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND r Q I 'j� /i ✓I j/ / �- o / N y, Q N �, N M ti .- �; U5E IN COMBINATION ONLY DETAIL 2 RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. �f `� /// // / I o N N M * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH �I I `n J�� I-- _ o f l �� /j/ / /� /j--- - -- - ' w -- - �- WHEN 5TUd5 AND�RAFTER5 --- — THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT NI 00 NOT ALIGN NOT TO SCALE WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURINGSTANDIN 5 AMB2 -4 r METAL R Of �- ASSEMBLY TO INSURE TIGHT FITTING JOINTS. bxb P.T.POST WITH I - I_12 - SS I * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER 51MP50N BG52-3/6 _ # //j///// r,�/ �,2;/ u� 12 � ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. POST GAP ANCHOR a _ _ _ � I�OOF�TRU55 61 ERZ _ _�� _ _ _ _ Oof TRUSS GI DE 1 ////� / Y ///� j% _ y` Z z 51MP50N ABUbb - i, / �� THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND L- --i -_ --- - --1 I � � I.,; ;; JI �%/ ' / / / j j//j `, � � I 6x6 P.T. P05T WITH � z m � a a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR POST BASE(TYP- - T o I ( ! // ,// // / m �, r// // r /// r/ 51MP50N BG52-3/6 z z z O z z , SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN ALL COLUMNS) I ®�� I / /j/j j/_�/j/r - - _ _ _ �_ -1 _ _ I- _ - P05T GAP ANCHOR d O O O o O Z - DESIGNED AND INSTALLED TO PREVENT ROTATION AND I- - // / �1 R F TRU55 GIRDER _ -R00F�RU5561RDER u� v� u� Q �n cn g Q 51MP50N ABUbb P05T > > > w > w a I'-O" / , /. � L. _ � ! W W W J W W N J PROVIDE LATERAL STABILITY IN ACCORDANCE WITH off I I L- --� I __ - BASE(TYP -ALL E w w w R w m m c� ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I NC3TE R Ij/// j///j/// o COLUMNS) 51DEWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE LOWER ROOF „ TO GOOD PRACTICE FOR HANDLING, INSTALLING & II-0 PL HT. J P NI i, j' % f/ / NbTE "R , I OH. o Ila 0BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. L _� q 1� GS _J _L j. / j /S� / /j// jj a * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTSNOTE: INTER5EGTINC-) -- �IrTjt RATEP OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWNON WEAVE ROOF 5HIN6LE SATS I I I RE HOUR FIRE WALL A55EMBLY TR USS M USS DRAWINGS. SHALL NOT BE CUT, NOTCHED, \ \�\ r �� I I / / / /%/////' .�`Q __ - ___ _ __ _ 11'-0" PL HT, I- BELOW ROOF - CARRY TO g ° y NOTE R z sn 1 / / // / /// // g f'G INTER5EGTION OVER IGE SHIELD I DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY m / ' // / / / Z �� IN L Z MEMBRANE - CARRY MEMBRANE MIN. 24"I I UNDERSIDE OF HIGHEST ROOF B2-5 II'-O" PL HT. I // r/ ? '(/, / B2-5 ° � J- Sy I W 0 WITHOUT THE APPROVAL OF A REGISTERED DESIGN I-o _ N / / j/ = roGUT IN ALL DIRE(TION5 OF I I I SHEATHING - TYP. PROFESSIONAL. OR - CLIN R TION - * 12 12 j/// // %/// 20'-3" HIP PL HT NOTE "R" ° B O m TE 5EG I THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS I I -1 I I(- X 11 �/ _ _ _- - - -T - - I Z AND METHODS OF ERECTING THE TRUSSES. THE ` 62- 'r % + /j% f�-____ __ - __ -- - - - 3 - - __ - B2 5 w w Z I I I w CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY -I I i j� //j j J//j j 77'r' _ = W �� I Io�. W W W< I BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE I j// j// 'Irj//j/// o o 0 = Q W t I INSTILLATION OF THE TRUSSES. 8'-q" PL HT. o z �// ./// �i/j// ///� 0 2444 DH IN z -�, T---- ABLE z O a I b° II. / // // / N Iw ROOF TRU55 ABOVE FLOOR b" '/ / //f// J- END WL C'� N I I I I = I OHI 1 OHj j j j/ ✓//9�0"/" PIT GARAGE 10'-O" HIP WIDTH I- - �- � . ABOVE S q PL HT W O 4 I _ 12 12 C HIP RAFTER, 1'-0.. - / / / /j /OR \ +/- I I F 51MP50N HGP HIP SEE PLAN i o =oma r%T //// // /// r .*_ IN ❑ •,1 I I I CORNER TIE OH. NO R N - w 510EWALL ABOVE LOWER a I 11'-0" PL HT. 13'-S" DORMER PL HT FRAME /j/ j//j/ o= J� s y� I'-0" F ROOF ° �_ - - o J IOHABOVE 15T FLOOR OH. %/ /// N o II'-0" PL HT. �� �1�,� �Gss OR Z m ° FALSE DORMER TO BE 1 i, O„ NO R I J I ° I I'-0" PL HT. BUILT OVER LOWER ROOF I q'-O" PL HT. OH. �0 < z 12 -12 - - I U .9 I o o uQUi SEE DORMER PIAN AT e I I I I r- 11'-0" Pt. HT. W E� Rc Ile Ir GABLE END DETAIL o= 6 _ -- ` b" s0 g ti G CENTERLINE OF 2 HR FIRE _ __ ' I RESISTANCE RATED WALL II'-O" PL HT. o OH ° Q-� R C 2 A55EMBLY CARRIED THRU p � � ATTIG TO UNDERSIDE OF � C HALL ROOF SHT5.-TYP TRI RIDGE W/VENT t9 EXTERIOR Y ALL AREA OF ONE 8001= UNIT 5 � Y EAE DETAIL 4 UNIT 6 , 1 2 gROOF 3 BUILT OVER ANOTHER TOP PLATE H I S A AB-2 ❑ �t � DETAIL NOT TO SCALE O B-2 ALT-2 (MAGNOLIA) B2-5 82-5 (MAGNOLIA) B2 -4 CONNECTI N NUMBER 6UTTER5 4 LEADERS INSTALL IGE AND NOTE R: w 016023 ALL 6UTTER5 $ LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 6 UNIT 5 DUET CLUSTER WATER SHIELD PER ROOF PLAN SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRU55E5 W/ 12" MIN. HEEL = MANUFAGTURE'S a RELATED 4 REQUIRED ACCESSORIES. LEADERS SHALL BE MIN. ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 � 24" O.G. HEIGHTS (U.O.N.) � 24" O.G. SPECIFICATIONS TO (B- 2 ALT- 2 ) (MODEL B- 2 ) ROOF PLAN z2"x3", .021" GAUGE W/ CLIPS & ANCHORS. CAULK SEAL ALL DE5I6NED BY TRUSS EN61NEER DE516NED BY TRU55 EN61NEER DESIGNED BY TRU55 1/4 —1 -02 � 4 MAINTAIN PRODUCT ENGINEER JOINTS. PITCH GUTTERS MIN. I/8 /FT. PROVIDE P.V.G. RECEPTORS WARRANTY 8" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DE516N). COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL. RIGHTS RESERVED OPTION#1 48"MIN 48" MIN (f) DESIGN ®o GOD SECTION TED RE5EPTION15TANGE 4: U336 2 HOUR FIRE RATED RESISTANGE WALL ASSEMBLY MAY TERMINATE OPTION#2 ~ AT UNDER51DE ROOF SHEATHING IF FIRE RETARDANT TREATED CODE 5EGTION 106.6-EXCEPTION 4: SECURE ROOF SHEATHING TO G- RUNNER TRACK W c , 2"G-RUNNER TRAGK2" -CAULK FOR �'�1 £ _ SHEATHING 15 INSTALLED FOR A 015TANGE OF 4'-0" ON BOTH 51DE5 2 HOUR FIRE RATED'RE515TANGE SMOKE TIGHT JOINT OVER OPTION#1 2 0 WALL RATING 2 HR' OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY � WALL ASSEMBLY MAY TERMINATE AT U 1� FINISH RATING _ 120 MIN I THE UNDERSIDE OF ROOF NON-RATED METAL EDGE FLASHING OPTION#2 O 4--) � 4�j 4Pj SHEATHING PROVIDED THE ROOF 15 p C) ts PROTEGTED WITH 5/8" TYPE "X" TYPICAL ROOFING Z ,�`��; RATING _ �]� (S�� ITEM `/� SECURE WALL SHEATHING TO � VXGYPSUM BOARD DIRECTLY BENEATH G-RUNNER TRAGK /� 1 a) cLi ch THE UNDERSIDE OF ROOF SHEATHING ROOF TRUSS �i/ L o s X X AND 15 SUPPORTED BY 2" LEDGERS (� -L_ ATTAGHED TO THE SIDES OF ROOF 1� U RAKE BOARD-TYP N •�o FRAMING FOR A MINIMUM OF _ _ _ _ .2 o N� 2' H STUD TRAGK AN # DISTANCE OF 4'-0" ON BOTH SIDES �j „E 2.2 Z OPTION 2 TYPICAL SIDING ----------- ---- ------ - .R j ',. .� `,_•<, G U K FOR SMOKE TI H OF 2 HOUR FIRE RATED RE5I5TANGE lex �X X Z U coLo ,'! '�•, ; '� !""`•. -JOINT OVER WALL ASSEMBLY.ALLOW NO I L L O Q w v' Cl) - - •• ;;-+•; t'I ROO 5E5® 24 O.G. � F T U5 OPENINGS IN ROOF WITHIN 4' 0"OF 2 HIDDEN METAL FLASHING: U � �. t,....,,..q I,,....:..,,,•.........................,.,...,.,.. _......,.. ...,.,....,...................._.._.__ 2 STUDS CONTINUED TO UNDERSIDE ALL 12 VERTICALLY d 12 HORIZONTALLY HOUR FIRE RATED RE515TANGE W T _ "' N c° Zx .. ..... - I---- ~w~ ':.-•^ ......I ............. ,. `� ..�------------ ..__T-_... s- ... -- --� O R OF SHEATHING ❑ U .-- QJ' A55EMBLY EAGH SIDE. MINIMUM ;. ... ,t:� k�1,...... ........ `, .Y "i :: ' I" AI SPACE EA. SID 5 6LE To BE 2x4 LEDGERS W/ cv l-..•. `-� w Sy:;` M1 GLA55 B ROOF HIN OPTION#I OPT. 2(TYP) Cl) • ( :� S \ INSTALLED I• __...:. a':s - .--- w .. ... ...-r...-_r_„ : -..,.......-..T�:;�_,_::...__-..............._�. a._ _.; OPTION#2 2x2 x2 Y� LONG a .......... f ; ' -- 0 063 USG ALUMINUM f 48"OUT, BREAKAWAY G IPS INSTALL TED PLYWOOD 5HT6 `� L _- 3;`411 ,AIR SFls�ri {� ; � � \�`s-'�1 OYP. BD. OR MINERAL FOR MIN T, IF LOWER ROOF 15T. - LE55 THAN 30" BELOW HIGHER ROOF SECURE ROOF y WOOL FIRE BLOGKI SHEATHING TO TRUS TYPICAL ROOFING CONFI41 �iRIJ 3 1/2 (R-13) BATT ASW CLIPS .x(03 USS - = � - 063 U56 ALUMINUM Z �. Y _._:.. ' ALUM AN<-' _ ,- J----------- Fx 1,/ X�----------- BREAKAWAY GLIP5 O 19 ��REA 4�:f �l�L?s:.1 ILS%4�_ T.;�: Q1:(-WJ,�' �C G � /� ? ... ... � --..w..,�,.. �„ AIR SPACE � � � � I � DOUBLE H-STUD TRAGK I"AIR 5PAGE I I" AIR 5PAGE U f,-,. ,.•.,� :,",,, �`� ; ;"-•� SCREWED BACK TO BACK II � (2) PIECES G.P.TOU GK I FIREGUARD p / t ;,�.' f' ` j TYPE "X"5HAFTLINER, TER PROOF I/2"GYP.BD U) IN15H ON BOTH OR MINERAL w_,wwww_wwww_w__ w-----www.,...3,_,.._,.www_- ------- �,...,,,,,.:► .-.-...,_„.a BACK TO BACK L DOUBLE H STUD TRACK SGRE D G T 00 BOARDS YN/FIBER6L 5 F > .,... r - yam-T' ' WOOL FIRE BLOCKING SIDES AND EDGES -•:�.fi• i•,r'.'-'` I" AIR SPACE LL -�•• 1.......... TRACK 2.................. ..........__s.1_...._. ...•.•...: II II \ y ./ _ ..: __-.... ._.... ....:�......... ........, . ...........I... ......`.._ FIREGUARD TYPE X 5HAFTLINER, :. ._ =„- ._...a i._ __ Y., ................ __. }_�_..__._.......... �\�i._....----- • }r, :`:...__........_ ,.,�--.- „ 2x4 P.1 PLAT WATER PROOF BOARDS W/ - O m T�:. , i,,, .•`�•:- ',, �•� t FIBERGLASS FINISH ON BOTH 51DE5 Z V J . l+'''f ''i �cr ..-__....- ....,.�:i/e....:.:...........^I AND ED6E5 FIRST FLOOR �L, 2 L - ❑ ^�.�... ,� .......---......... .. w- - .......... 3A" AIS, `SPAU'll' 4" T46 05B - - ' - \- •_- SUBFLOOR - GLUED {� 9 RIM J015T PER FfLR J015T MANUF. OPTION#1 1� , r, ir. SCREWED - RUN CODE SECTION 106.6-EXCEPTION 4: 7 f ' CONTINUOUS BETWEEN ::;`; JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 W/ ROOF TRU55 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY PLATES AT EXTERIOR .:;: GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDER51DE ROOF SHEATHING IF FIRE RETARDANT f CONFIGURA IC,�N E� BLOCKING .063 USG ALUMINUM ITREATED SHEATHING 15 INSTALLED FOR A DISTANGE OF 4'-0" ON O WALL (2) 2x4 P.T. SILL PLATE r:s it(M) ..E}TO t 1R �'�E;}1.1 I".OHER SSIDF N: BREAKAWAY CLIPS .........,v.. ....... ._. T D OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY (R-13) GLO5ED CELL SPRAY FOAM IN5U�HT ',�- LLD "� ,r:��t ;l\uvi i (14" LONG + W ,, l��'rt�- �� AIR �l 1-k r :....-4 1,...,.•._._..... A IR �,�'PAC:� ALONG INSIDE FACE OF END.WALLS- ,;, ° 3" HOOK 8" M11N EMBEDMENT) OR 106.6- EXCEPTION 0 2 U) IR GORE SECTION 106 6 EXCEPTION 4• I OR DRAPED BLANKET INSULATION a ;;^ `° ADHESIVE AKHOR5 W/3"X3"Xq" 2 HR FIRE RESISTANCE 2 HOUR FIRE RATED RESISTANGE WALL A55EMBLY MAY TERMINATE AT . 1 - ---• -;'` -: ;_, _ - WASHER PL 9 24 0/G. ' �� .. .. ...�._;._., .,,.,,..�,••Y•.• ..� �� THE UNDERSIDE OF ROOF NON RATED SHEATHING PROVIDED THE ROOF J J • ' 1'J •, ' II II II r::• i ?;�.,•, \ '• ,: `t , 't !��r:. (I) #4 HORIZ.REBAR ° 15 PROTECTED WITH 5/8 TYPE X 6YP5UIM BOARD DIRECTLY BENEATH T T THE UNDERSIDE OF ROOF SHEATHING AND 15 SUPPORTED BY 2" 1 9 ;`:r.:. a -. 1771 - ' RATED WALL ASSEMBLY DETAIL I ! ': +'% i .N, '`+ �,.'•. ':, � i ;/`;�!• °;,� +' � (1) #4 HORIZ.REBAR® MID BASEMENT O } t� LEDGERS ATTAGHED To THE 51DE5 OF ROOF FRAMING FOR A MINIMUM f } ` ' ` ` ` HEIGHT OF WALL STORY :'-+` *�1 i, ,°j = t `i'• �I r.+ J n .t- „�- i f t,. ; • �: _.• OF DISTANGE OF 4-O ON BOTH SIDES OF 2 HOUR FIRE RATED ° N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 RE515TANGE WALL A55EMBLY.ALLOW NO)OPENINGS IN ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED RE515TANG!E WALL A55EMBLY EAGH 12" FOUNDATION WALL ON 24"x12" TYPICAL BASiEMENT SLAB r ) ! SIDE. MINIMUM GLA55 B ROOF SHINGLE TO BE INSTALLED.P.G. FOOTING *4"P.G.SLAB(� 2500 P51 �' �•, � #` ,.� _ ////.t..r.; _ s+', `;i.` - ° >. '.006 MIL.POLY(ETHELENE 5TG RATING ✓�'y.._. '�`;`. : �; ,' •�'�• ?;fir. • t�., , + I OPTION I f� i i• . i ,° f r ). L << i , ��! \... ° 4 'YI: VAPOR BARRIER CODE 5EGTION 106.6-EXCEPTION 4: U56 BROCHURE 5A100 (FIRE RE515TANT U) TAMP d FII I TOO 45%DENSITY 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE AT `�, :f' • �! , l `. •'�`-�_ • :- • �i ;� °`� i ° ° ° A55EMBLIES) OPTION#2 F- 6', ; ! . :,.S ' -{' ' '\ ;•,':`1 ; '';.';,' _ '{,::, Q ° UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING Z PAGE 22 (AREA SEPARATION WALL COD 5EGTION 106.6-EXCEPTION 4: w ''� i r i . : I I.i i T�.y i,; ti• ,\ �"' ' ' ° I5 INSTALLED FOR A DISTANGE OF 4'-0" ON BOTH SIDES OF 2 HOUR 2 HOUR FIRE RATED RES-5TANGE ` ^A ° 4 ° 5Y5TEM5) FIRE RATED RE515TANGE WALL A55EMBLY _,,,.. `ti�_ - - g`� -i�i �,. > `\ WALL A55EMBLY MAY TERMINATE AT � 4 ° TEST #UL DES 0341 THE UNDER51DE OF ROOF NON-RATED U ° ACOUSTICAL PERFORMANCE - 5TG 60 4811 4811 PSHEATHING ROTECTED PROVIDED THE R ROOF 15 0 HORIZONTAL #4 °. WITH- ° a ° TEST #RAL-TL-bb-350 6YP5UM BOARD DIREGTL'Y BENEATH BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF SHEATHING 4 MINERAL W00L BATT AT EACH SIDEXA AND IS SUPPORTED BY 2"'LEDGERS SEPARATION MALL: (Max Height - 66 ft) 2 HR FIRE RESISTANCE ATTAGHED TO THE SIDES OF ROOF SECTION 1201.2 OF 2015 IBC- WALLS, FRAMING FOR A MINIMUM OF PARTITIONS AND FLOOR/GEILIN6 2' H STUD TRAGK AN I. Floor, Intermediate or Top Wall -- 2 in. wide Channel shaped with I in. long legs formed from No. 25 M56 poly steel, Secured with suitable ^ A55EMBLIE5 5EPARATIN6 DWELLING G U K FOR SMOKE TI H OPTION #2 OF 2 DISTANGE OFIRE F 4-0' TE BOTH SIDES fa5tener5 spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNITS FROM EACH OTHER OR FROM J I T OVER WALL ASSEMBLY.ALLOW NO 5TANGE 2. Metal Studs -- Steel members formed from No. 25 M56 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 UNDERSIDE ROOF T U55E5® 24" O.G. OPENINC75 IN ROOF WITHIN 4'-0" OF 2 N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 A STG OF 50 OR MORE. flange width I-3/8 in. o R OF SHEATHING HOUR FIRE RATED RESISTANCE WALL Q N N t- M 7 N �; ;L r-, � � r` r` � CO -- er5 of I in. thick Sum board liner panels, Supplied in nom 24 in. Widths. Vertical ed e5 of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; A55EMBLY EACH SIDE. MINIMUM 0 mot- 3. Gypsum Board Two lay gyp p pp g p PROVIDED STG=60 I AI 5PAGE EA. SID GLA55 B ROOF SHINGLE 1�0 BE o .- N N M M into H -shaped studs. TEST#RAL-TL-88-350; STC = 60 INSTALLED. GOG ING -- Type 5LX. TYPICAL FRAME WALLS (2) REES EP. TOU6HROGK I" UNITED STATES GYPSUM GO -- Type 5LX FIRE6UPZ'1YPE "X" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO S A DE G V -- Type 5LX. UNRATED WATER Wff BOARDS W/ WOOL FIRE BLOGKI WINDOW FIBEPGLNSSFIN15H ON BOTH SIDES g z AND E065 ASW CLIPS OR .O/v3 USCF a6 z PROTECTED WALL: (Bearing or Nonbearing Hall) Z Z Z O Z Z Z N 2 HOUR FI`r_ RATED RE515TANGE I„ AIR SPACE ALUM ANGLE CLIPS o O o Q o o g J W 4. Wood Studs -- Nom 2 b 4 in. max Spacing 24 in. OG. Studs cross braced at mid-height where nece55ary for Clip attachment. Min 3/4 in. WALL A55NIBLY SHOWN HATCHED DOUBLE H-STUD TRAGK u', W W W a N 3 y p 9 separation between wood framing and fire separation wall. SCREWED BACK TO BACK � � � W � � � oo � 1065 HORIMTk CONTINUITY: 4A. Steel Studs -- (As an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE u �roxr�ROR �ROM DOUBLE H-STUD TRACK SCREWED BE FILL I" CAVITY AT FLOORS AND ^ N (0.032q in., min bare metal thickness) steel or rnin 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gale Steel or No. 20 M56 (0.033 in. thick) BACK To BACK CEILING W/GYP. BOARD OR MINERAL {-� primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel - UNRATED I" AIR SPACE WOOL FIRE BLOCKING 5tructurai Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including WINDOW - 2" H-STUD TRACK STG RATING the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all CODE SECTION 106.5 EXCEPTION #2 (2) PIECES G.P. TOUGHROGK I" applicable local code agencies. The max studs acin of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceiling UN5PRINKLERED BUILDIN05: - - FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE U56 BROCHURE 5A100 (FIRE RESISTANT pp g P g FIRE RETARDANT TREATED WATER PROOF BOARDS W/ ASSEMBLIES) z tracks with I/2 in. long Type 5-12 steel screw on both sides of studs or by welded or bolted connections designed in accordance with the SHEATHING TO EXTEND 4'-0" ON = - FIBERGLASS FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATIONI WALL w M6 CODE 5ECTION 706.5 EXCEPTION #3 AND EDGE5 SYSTEMS) CL w A151 specifications. Top and bottom tracks shall Consist of steel members, min No. 20 MS6 (0.032q in., min bare metal thickness) steel or min BOTH SIDES OF 2 HOUR FIRE RATED - - BUILDINGS EQUIPPED W/ NEPA 13 OR UNEXCAVATED TYPICAL TEST #UL DES 0341 p , m No. 20 656 (0.036 in. thick) poly steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between RE515TANGE WALL ASSEMBLY AND GARAGE SLAB v NEPA I3R SPRINKLER: *4"P.G.SLAB(MIN.3500 P51 GONG) W w OFFSET WALL steel studs, and to adjacent assemblies Such as a f loor, ceiling, and/or other walls. Attached to floor and Ceiling o55emblies with steel FIRE RETARDANT TREATED SHEATHING ° 1 REINFORCED WITH bxb,l0/Io H.H.M. ACOUSTICAL PERFORMANCE = STG 60 W Y { ° 4 I a ;fl *TAMP d FILL TO 95%DENSITY TE5T #RAL-TL-bb-350 W -- w fasteners spaced not greater than 24 in. O.G. Studs cro55-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT 2 HOUR FIRE RATED RESISTANGE (1) #4 HORIZ. REBAR ° *SLOPE GARAGE SLAB DOWN 2" BASED oN 2x4 FRAME WITH r✓1IN. 3" o 3/4 in. separation between Steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. WALL ASSEMBLY END 8 WIDE x FULL TOWARDS GARAGE DOOR 0 -- alternate to Items 4 and 4A for use in Gonfi urotion B only, not shown) -- For Nonbearing Wall Rating - GhannelRESISTANCE HEIGHT OF 2 HOUR FIRE RATED MINERAL WOOL BATT 15 IBC SIDE 4P Steel Studs As an a t 1 g y g g 2 HR FIRE RE S I S TAN C E RE515TANGE WALL A55EMBLY ° II I SECTION 1201.2 OF 2015 IBC- WALLS, U) V) w 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 4 .4 PARTITIONS AND FLOOR/GEILIIN6 w 1-41 V) in. OG. Studs to be, cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 4 ASSEMBLIES SEPARATING DWIELLING UNITS (,/') V, corrosion-protected steel, min width to occomnnodate stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG FW2 FROM EACH OTHER OR FROM PUBLIC OR ❑ W max. Studs cross-braced with stud framing at nnidheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-SET EXTERIOk ;L,-� a ° SERVICE AREAS SHALL HAVE: A STG OF 50 4 OR MORE. w area separation wall. Finish rating has not been evaluated for Steel Studs. (I) #4 HORIZ.REBAR® MID ° . . _J 5. Gypsum Board -- Classified or Unclassified -- Min I/2 in. thick, 4 ft Wide, applied either horizontally or vertically. Gypsum board attached to TYPICAL FRAME WALLS 2 HOUR FIRE RATED ° ANCHOR BOLTS(14 MOVIDED 5TG=60 Z w m HEIGHT OF WALL STORY a II } studs with I-I/4 in. long steel drywall nails spaded 8 in. OG. Vertical points located over studs. (Optional) Joints covered with paper tape andowN HATCHEDLL A55EMBLY ° LONG 3 HOOK,8 MIN ui' point compound. Nail heads covered with joint Compound. EMBEDMENT) 3" ADHESIVE Z Q „ ° ANCHORS W/3"X3"X�4" NOTE: UL #336 EXCEEDS CURRENT FIRE CODE (� o � ai 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-I/4 in. legs. Clips secured with Type 5 screws 3/8 in. long to UNIT UNIT 12 FOUNDATION WALL ON 24"x12" STANDARDS AND REDUGE5 SOUND TRANSFER c!) "H" studs and with Type W 5crew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS WASHER PL 24" o/G. T iT „ AND DOORS P.G. FOOTING ° ° BETWEEN UNITS U � ��g Ft 6A. Glip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and H studs. - - ° 4 ° s m clips a5 described in Item 6A for upper 24 ft. Remaining wall area 6B. Clip placement (Item 6) for Separation Wallis up to 44 ft high. Space p pp g below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. XL� _ W d P 6G. Gl i placement (Item 6) for separation walls up to 66 ft high: Space clips a5 described in Item 6A for upper 24 ft. Space clips as HORIZONTAL #4 - C/) >y s o �O� 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 F NES between wood framing and "H" studs. 8 UNRATED SIDING (TYP) ° • � ° 4 ❑ g 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" M ° ' 10d 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 10d nails spaced a max 16 CODE SECTION 106.5 EXCEPTION #3 JOB NUMBER in. OG. vertically. between partition wood studs to be flush with the 2 b 4 in. studs. The wall partition wood studs are to be BUILDINGS EQUIPPED W/NFPA 13 OR N A 13R SPRINKLER: CODE 5E0N 106.5 EXCEPTION #2 2 HR FIRE RESISTANCE UNITS 6 (B- 2 y p y p FIRE RETARDANT TREATED 5HEATHIN6 AT 2 HOUR FIRE RATED UNSPRINKRED BUILDINGS: 2016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails Spaced a max. I6 in. OG. vertically. Maximum One non-bearing wall RESISTANCE WALL A55EMBLY END S" WIDE x FULL HEIGHT OF FIREWALL FIRE REIDANT TREATED 5HEATHIN6 TO EXTEND 4'-o" partition intersection per stud Cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. ' ONBOTIDES OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL 5 w 2 HR FIRE RESISTANCE WALL Al`,IBLY ALT- 2 ) & = SHEET NUMBER RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS FN2 Z Bearing the UL GIa55ification Mark Lost Updated on 2010-10-21 AT FLUSH GOND�N- FW2 USG AREA SEPARATION WALL SYSTEM UL# U336; 5 (MODEL B- 2 ) � - N.T.S. TEST #RAL-TL-88-3 5 0; STC = 60 wo COPYRIGHT GRCH ARCHITECTURE P,C• 2017: ALL RIGHTS RESERVED