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SUf0F4 �0 coG�q Town of Southold 8/1/2019 =2 P.O.Box 1179 CM 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40573 Date: 8/1/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 16 Millstone Ln Unit 8, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-8 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. 42551 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 porch screened porch and attached two car garage as applied for. (Unit#8) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0062 4/14/2019 ELECTRICAL CERTIFICATE NO. 42551 7/23/2019 PLUMBERS CERTIFICATION DATED 6/27/2019 Ml Suffolk Plumb'ng Cont. \U,A A A t d Signature So�o�K TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • 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#: 42551 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#8, B-2 Alt-2 model) At premises located at: 16 Millstone Ln Unit 8, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-8 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 Bui in ctor r 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 of 10/6 lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic ,features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy's denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees ' L 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,Busin 2. Certificate of Occupancy on Pre-existing Building- $100.00 esses$50.00. '3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial$15.00 .'Date. New Construction: 'Olor Pre-exiksting Building: (check o e) 'Location nfProperty` cbGr ]-louse No. Street h amlet Owner or Owners of Property: I,W40 r/ 'Suffolk County Tax Map No 1000, Section ®'k . Block o Lot Filed Map. 7 •Lot: Permit No Date of Permit.n tp. A Applicant. Health Dept. Approval: Underwriters Approval: Planning Board Approval: / ^' 'Request for: Temporary Certifi we Final Certificate: AApphit Fee Submitted: CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigne s) ( re) xner(s)o the premises ieT wofSouthold,located at d9-Z- which is§hown and designated on the Suffolkounty Tax Map as District 1000, Section 1W.Q`I,Block ,Lot That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Buildi&lng;r`'s Office fol'the f Ilowing;, 1 That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in'subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. e Dated,: (PrIntN (Signatur ,(Print Name) pC SO(/Py®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 ®l�c®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 16 Millstone Ln Unit 8 city:Cutchogue st: NY zip: 11935 Building Permit#: 42551 Section- 102.1 Block- 1 Lot: 8 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 X Attic Garage INVENTORY Service 1 ph X Heat GAS Duplec Recpt 46 Ceding Fixtures 24 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors 2 Main Panel 200A A/C Condenser 30A Single Recpt 3 Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower 20A Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment. Combo smoke/co detector- 2, AC-1, AH-1, bath exhaust fans-2, DW, Washer, Dryer Notes: Inspector Signature: Date: July 23, 2019 S.Devlin-Cert Electrical Compliance Form.xls � a SOOT Telephone 631 765-1802 Town HaII Annex ��;�`' �,�. M P � ) 54375 Main Road Y Fax(631)765-9502 P.O.Box 1179 , Southold,NY 11971-0959 BUILDING DEPARTMENT y L5- JUL Jul. 3 0 2019 +'1 '17,DF M CERTIFICATION ID Date: a�T Building Permit No. c (al 1 g Owner: ( .WHORL (Please print) Plumber: -A t� s u '- u't 1. (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of i% lead. (Plumbs ignature) Sworn to before me this + day of 0jq�— FlORiTA Notary P bli�c,tate Oo yew York Reg.NO.01FI6368364 / ml alined in Sufifol Count o n (� Commission Expires Notary Public, y Com OF 50Ulyo� * # TOWN OF SOUTHOLD BUILDING DEPT. , ^ourm' 765-1802 INSPECTION �� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. r I ,' [ ] FOUNDATION 2ND [ ] INSULATION 10 [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION rU ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 3/S'5**' INSPECTOR ` OF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPE7RGH ON [ ] FOUNDATION 1ST PLRG. OUNDATION 2ND ATION [VI FR ING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fIIS A-V nt - • t` I Co v on, A � J 1 �• q- ,rte, •� DATE ?J' INSPECTOR rip- TOWN OF SOUTHOLD BUILDING DEPT. . 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:Ila DATE A Ad g INSPECTOR OF S0U # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,��' 765-1802 INSPECTION ,- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: DATE INSPECTOR �o��OF SOUlyolo f # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL A00 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i `C ® ,vil&-v GJ--- (in - Leos( kLmw)— IvA - DATE INSPECTOR Manual S Compliance Report Job: wrightsoft° Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingservices cam Project • • For* 16MIIIstone 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% • • • Design Conditions Outdoor design DB: 10 0°F Heat loss 28094 Btuh Entering coil DB. 62.6°F Indoor design DB- 68 0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type- Gas furnace Manufacturer- Generic Model: AFUE 92 Actual airflow. 600 cfm Output capacity: 36800 Btuh 131%of load Temp rise- 0 °F Meets all requirements of ACCA Manual S. -F}Fwrightsoft9 March 26,2019 ^��+A A6•R.V 1BaWrvslWun,inmpmr Right-Suite@ Universal 2018 18 0 32 RSU20066 Page 1 mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W • Form Residential - - - RPER 1 ACCK. (Loads, • • 15 Mar 09 Nca,dFctgCvcad=urma0 Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license or MJ 1AE Form`(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No R Building plan# Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch Yes E] No ❑ Home address(Street or Lot#,Block,Subdivision)16MIIlstone Lane Cutchogue, NY 11935, Entire House HVAC LO AD CALCU LATION •1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation Front Door faces West Indoor temperature 68 of North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss 28094 Btuh Number of bedrooms 2 Conditioned floor area 3299 ftz Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roo' Grains difference 30 gr/Ib @50% RH Eave overhang depth 150 ft _ Sensible heat gal- 14083 Btuh Internal shade- none Eave Latent heat gain 2840 Btuh Blinds,drapes,etc Depth window Total heat gain 16922 Btuh Number of skylights. 0 EQUIPMENTHVAC • ,1 Heating Equipment Data Coolinq Equipment Data Blower Data Equipmenttype Gas furnace Equipment type SplitAC Heating cfm 600 Furnace,Heat pump,Boiler,etc Air Conditioner,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 •1 Design airflow 600 cfm Longest supply duct 246 ft Duct Materials Used Equipment design ESP 0 60 in H2O Longest return duct 83 ft Trunk duct Sheet metal Total device pressure losses -0 6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0 01 in H2O Friction rate: 0.003 in/100ft Branch duct Round flex metal Friction Rate=ASP-(TEL x 100) declare the load calculation,equipment,equipment selectionand duct design were rigorously performed based on - building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name Contractor's signature Date Reserved for County,Town Municipality orAuthority having jurisdiction use. `Home qualifies for MJ1AE Form based on Abridged Edition Checklist 9 Ri Wflghtt50ft ht-Suite@)Universal 2018 18 0 32 RSU20066 .dma.iml..ac� Load Short Form Jab. - - wrightsoft, Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestmgservices corn Project • • For: 16Millstone Lane Cutchogue, NY 11935 Design Information Htg Cig Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/ 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 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 060 in H2O Space thermostat Load sensible heat ratio 083 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (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 = -f f- etsoft� March 26,2016 �, ,w� ie,.an�.n.M+n•omr�n Right-Sude®Universal 2018 18 0 32 RSU20066 Page 1 ACCI1 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 @ 088 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Wfl htsoftl March 26,2019 A—_ �,�,,.,9,,,,„�„q,,,.�,,,._„ Right-Suttee Universal 2018 18 0 32 RSU20066 Page 2 ACCk mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W - Project Summa ry Job: wrightsofv Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices corn Project • • For 16Millstone Lane Cutchogue, NY 11935 Notes: Design Information Weather Suffolk Co Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design,Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 088 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ftz) 3299 3299 Equipment latent load 2499 Btuh Volume(f?) 19156 19156 Air changes/hour 025 011 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 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0 024 cfm/Btuh Air flow factor 0 050 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 083 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -Pfa-Wrightsc t- March 26,2019 .tiL Right-Suite®Universal 2018 18 0 32 RSU20066 Pagel ACCP. mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W N Level 2 K90 gWakfast IG x`98 cfm &140 cfm Living Kitrien 105 cfm M bed adlab Pant Laundry .10 nfrn g`60 cfm Dining area 9\ Mud M bath E;67 fm K11 cfm CL1 1\7 cfm 1\40 cfm Stair 1 Foyer 1`27 cth 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 16Mdlstone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935Phone 631-244-2627 March 26,2019 N JSD1Rimor Model B2 MAN JSD.rup r b.delfino@energytestingservices com N 7� Level 1 � 9 sxls 8X16 9 10' 14x16 14' 219cfm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14" 5" model 216 24x16 24" 8x16 4" 4 6" 5" Lq9' Job#: Energy Testing Services LLC Scale 1 91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right Suite®Universal 2018 16Millstone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935Phone 631-244-2627 March 26,2019 r.b delfino@energytestingservices.com N JSDV�imor Model B2 MAN JSD rup Duct System Summary Job: wrightsoft, Date: March 26,2019 Entire blouse By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfino@energytestmgservices.com Project • • For 16Millstone Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 059 in H2O 059 in H2O Available static pressure 0.01 in H2O 0 01 in H2O Supply/return available pressure 0007/0003 in H2O 0007/0.003 in H2O Lowest friction rate 0 003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft -�SUDWV BfAnCWDetail TWb Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln(ft) Ln(ft) Trunk Bath 2 h 934 27 11 0 003 5 0 Ox 0 MtFx 31 3 2050 st1 Bed 2 c 1766 100 107 0 003 9.0 Ox 0 MtFx 35 3 1950 st1 Breakfast c 1485 60 90 0 003 90 Ox 0 MtFx 295 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 355 150.0 st2A Dining area h 2054 60 40 0 004 7.0 Ox 0 MtFx 17.3 1600 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 2150 st1 Kitchen c 1739 9 105 0.005 90 Ox 0 MtFx 14.5 1400 st2 Laundry c 493 1 30 0 005 50 Ox 0 MtFx 30 1500 st2 Living c 2310 119 140 0 005 100 Ox 0 MtFx 348 1300 st2 M bath c 119 5 7 0 003 40 Ox 0 MtFx 205 225.0 st1 M bed c 1625 69 98 ' 0 004 9.0 Ox 0 MtFx 370 170.0 st2B Mud h 359 11 9 0 004 40 Ox 0 MtFx 78 1600 st1 ® e ®itta i0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11 1 16 x 6 ShtMetl st2B st1 Peak AVF 182 163 0 003 205 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 0 003 224 183 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0 003 212 146 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden -�-wrightsoffta March 26,2019 ena.•r.w,uw �� Right Universal 2018 18 0 32 RSU20066 Page 1 /�C� mor Model B2 MAN JSD%Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W r , . l TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Dlam 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 +�- March 9 wrightsmfts age 2 )Mnw,d-,a...��...,.,,�,m., Right-Swe®tUniversal 2018 18 0 32 RSU20066 Page 2 mor Model 132 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity 1111-, - Town of Southhold Building Department JUL 3 0 2019 Town Hall Annex Building 54375 Route 25 "IT Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 16 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additionalforms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-07-29 Outdoors Temp During Test: 88 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: jileadng System Primary: Yes ✓❑No❑ Type: Furnace ✓❑Boiler❑Heat Pump[]_Other❑ E tcien ' 1 Fuel Tvne a Venting Type,3 Drd t Sin llaQe` Sip lla CO CO Circler e ascal orst3Case`. mural orst,Case atural Rating:95.0 N_❑✓ P❑O❑E❑ N❑�❑M❑sE N//4• Pa. Pass❑✓ Fail❑ Pass❑✓Fail❑ N/A PPM NSA PPM Watet Heater' Primary Yes 2Type: Standard TankaIndirect Tankless El Size: 75 o Style Common Vent El No _D histantaneous❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone Z✓ '5 Venting Type 3, Drat illaEfficiency, Fuel Type, a(NaturaOcoC . (Circle Type)yp) (Pascal) (Worse Case) ;(Wo Case) (Natural) EF: 0.69 N❑✓ P❑O❑E❑ N❑M❑S Q✓ N/A Pa. Pass[Z]Fail❑ PassOFaiPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes_0 No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) o 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) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2019-07-29 -�� �: A�.t:, ,--r-,;:"-a,'� �` �w<F.t.•N-',µ,,F, ,� ;;_.,,_�_�. IGRCH ARCHITECTURE PC 3750 EXPRESS ®RIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM 631)864-3395 1 November 14, 2018 Town of Southold JUL 3 0 2019 Building Department 53095 Route 25 PO Box 1179 t Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is-provided: , Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. ,Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450, Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, ,���tED ARC _5 aZERT Cay y X 0. 2� Glen Cherve y IA, LEED AP Principal '9 �2381� Q 0F_N Home Energy Rating certificate Property HERS 16 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2019-07-29 Rating Number: MC107 16 Millstone Ln Registry ID: 182982521 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 50.0 $1160 62% General information Cooling 0.7 $34 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 $382 20% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 82.8 $1880 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 i Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1264 Clg: 1264 CFM50 Foundation Walls R-13.0 Method oo Michael Fauci :a 2 m O y 2 S 2. 3 Energy Testing Services LLC W 7 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 v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 29, 2019 (� ,'(� LP i � r Town of Southold J U L 3 0 2019 ' 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 8 -Permit#42551 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space ds defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Resp submitted, RED ARC \5 BERT C,,�y X C' C9 2-C Glen e en , AI , LEED AP Princi a (P 9 02381( Q T��F NE`Ny GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANI)m NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2019 Town of Southold Building Department ! b _ 53095 Route 25 _ PO Box 1179 JUL 3 0 2019 ` Southold, NY 11971 Att: Mr. Michael Verity ~` Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 8 Permit No.42551 Dear Mr.Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. yGlenED ARc Z submitted, � &SRT�y�,yX ny,AIA, LEED AP T A �� '9023 Q T�OF81 NE�`l OFFICE LOCATION: ® S® M'A1IJNG ADDRESS: Town Hall Annex , ���✓✓� P.O.Box 1179 54375 State Route 25 O Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 www.southoldtownny.gov r PLANNWG BOARD OFFICE, _ TOWN OF SOUTHOLD April 25, 2019 i JUL 3 0 2019 ' Mr. Henry Alia P.T., i, aT�r ,Ty'-r Rimor Development LLCr,,, T. 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, 1��*)ac Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager APPLICANT: S.C.T.M.*: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —s„— �pglIt' oZ .35, STORAIWATER - DRAINAGE _¢ �. Section Block Lot ti..�wz C�3 4t®'I rfY 2�� Date: INSPECTION REPORT FORM DESCRIPTION®�SITE WORK TO 0�COMPUTED COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA YESNO' NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing &Area of Proposed Land Disturbance. �[ ;� �f� �Q ,— �'[' 1(47Lyd(�� � c. Condition of Stockpiled Soils. d. Verification of Size& Depth of Leaching Pools. e. Verification of Drain Pipe installation/Concrete Parging11 7D1 WA`s DR41 N 466, -� (ON f. Driveway Installation within the Town ROW-Highway Specifications I g. Final Site Grading-Effect on Adjacent Property U0 PiTAPAJS D 6 h. Inspection of Gutter& Leader System- rainage Piping i nstalation of proposed Swimming Pool and discharge ring. �_ l`{J G- Vit:' 6MfUm 1.N A j. Inspection of Construction Entrance/Staging Area(s). _ k. Location of proposed concrete washout area(s). _A Final Inamchon Rcoort must be cornnletltd'1rCl4r 10 sb"»U:ti�C Uf Certificate of C�4'Ct;[k'1S2ey `i tic aniili'mrit has lli!'t.v bf}tlOtL inr cet'tlfic'BIIU t`"rlraiil.�k,C�'.ltistailaticirs_,,;� �k OPTION''': 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed IT.VL:State of New YdtdE. ._ OP'T'ION*:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and ilralnage PER* OP'T'ION=:& Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. i.� C=) � N_ OPTION*: 1. OPTION*:2. —� o t. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Dep rt nt showing pIament &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate backgroynd dicatio locativ Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&siteVT2ng. t=+ r Town Engineering Department. TOS Review NOTES: TOS Review NOTES: `w l ii5i�t Drs 560(mew' o►oO Tj i- PLA,ex - L ****FOR ENGINEE11INC "PAIt'1'NIE U r 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: Z� Inspection X Completed & Approved by the Engineering Department. FORM * SWCP Inspection Report Form-TOS October 2014 FOUNDATION as �,� 1 ►% ,ice... � i���� 'FOUNDATION (2ND) --A9 - PF- ,� _ ROUGH FRAMING& W Ly n, Val 111! PLUMBING 3M �o _ ►WN - f INSULATION PER N.Y. 8TATE ENERGY CODE Ell filh:��f �,y:;��1' �.,�► ►�"i ��1! '�1 ► IVA roam W,VIA ,A -,;I. ADDITIONALCOMMENTS WO 6 !' =7d ap/ ' Ewe �, flwl all Em i • l ' / �' MASS= 1 f • • r t Y.y i z..i'e _ TOWN OF SOITTI�®LI) BUII:I7Il �z'PERIT, 'Pl✓I1'TION--CHECIL-IST BUILDING DEPARTMENT � �,Do_y it ave or need the following;wbefo�re,;ap�tyiri.? TOWN HALL `- Board ofxealth SOUTHOL•D,NY 11971 _ _-. . _. ._ 4 sets ofBuilding Plans TEL: (631)_765=1802 Planning Board-approval FAX: (631)765=9502t " ' Survey?5--- Southoldtownny.go,%.,=, Check Septic Form N.Y.SZ.E.C. Trustees -- - - - C:O..Application 41 qQ Flood Permit Examined. ,20 U . _ _.Single&_Separate - n Truss Identification Form -Storm-Water sessment Foran_ APR — 3 2018 — —C6nfact: l�3ol�t ��rCavTi,—�C - 20 - - Mailto:., �•a_ : Approved ate.. qa Disapproved a/c r .", moi'`� +I �. LlY - - �O�VN-O -SO -"- :Phone: U-Ir)-It?' _? Expiration 20 L7— _V - = B it b. spector - APPL-ICA'TION FOR-BUILDING`PERAM Date 20 . a.This application,MUST.:be-completely_filled-in by typewriter or in,ink and submitted io-the.Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to-schedule. b.Plot plan showing location of lot and of-buildings;on premises;'ielationship-to-adjoining premises or public streets-or areas-,and waterways. c.The work covered by This-application may,-not he commenced before issuance of-Building Permit. - d..Upon,approval of this application,the Building.Inspector will,issue a Building Permit to the applicant.Such a permit shall be kept on the premises available.for inspection.throughout;the work. e.No building shall be occupiedeor usedinwhole-or in partfor any purpose what so ever un"tit the Building Inspector issues.a Certif cafe of Occupancy. 4 W }+t,; fPEvery.b Iding permit sha(!ex itte if_fitteru ozk autlibrized has not commanced within 12.moritYt's after ttie,d"ate of issuance ar=has-not•been completed `i',n l�•titonths from such date.If no zoning inendinents brother regulations.aflecting the property have-beeri.enacted in the,interim,-the-Building-Inspectbr may-autonze,'ni writing;the=extensiorr of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION-IS-HEREBY MADE=to the Building-Department for-the;issuance of aBizilditig Peftit-puisiiafit to the Building Zone'Ordinance of the Town of-Southold;Suffolk County,New,York,and other,applicable. Ordinances or, Regulations,for the construction of building%additions,or alterations-or-for,removalLLor:demolition as-herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,-and_regulations_,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or_n e,if a-corporation) `(Mailing address-of ap ficant) State whether applicant is owner,lessee,'agent;architect, engineer,general contractor,electrician,plumber or builder C)19 heit/ Name of-owner of premises 6 p►'►®� J' o Lt, (As on.he tax roll or latest deed) If applicant is a corporltipp,signatur o '4uully a th Jzed officgr $� (Name and title of corp ate officer) Builders License No_ - Plumbers License No. Electricians=License No. - - Other Trade's License No. 1. Location land (in�W h ropose work will be done: House Number Street Hamlet County Tak-Map No. 1,000 -.Sectionj- O Block Lott, : Subdivision ALWXvf40 l Filed Map No. q1j Lot (a Opo)-- uk*Ae 9 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_ - �0��'1 GC'0 1414r;a�c 3. Nature of work(check which applicable): New Building Addition Alteration Repair Re val Demolition Other Work `.(Description) 4. Estimated Cost a 60v "¢ ; Fee---1 e--1 r--., ' If ta (To be paid on filing this'application) 1 dwelling, number of dwelling units t , Number of dwelling units on each floor if garage,.rtun;tber of-cars I -M 6. If business,-core mercial or mixed occupancy, specify nature and extent of each type of use.' 7. Dimensions of ekisting structures, if any:Frontl.I G-MA;,;pD2^, Rear,. Depth Height Number of Stories_ Dimensions of same structure with alterations°o'r�additions: Front Rear Depth Height " ` A - i Number of Stories 8. Dimensions ofe�tir e 77 truction: Front / r� l( Rear r� `( Depth r �� Height : Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises-are.situated 12. Does proposed construction violate any zoning taw, ordinance or regulation? YES No I'. W'II lot be,re-graded? YES NO Will excess fill be removed from remises?YES NO 14. Names of Owner of premises L-L,C. Address t4' Phone No. $ ���—2-46 7 Name of Architect GM C 14 Address -TS a. MY Phone No Name of ContractorSem 43 a&GaP-� Address . Phone No. 15,a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE�RED. b. Is this property-within 300 feet of a tidal wetland? x YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to-scale, with accurate foundation plan and distances to-property lines. 17. If elevation at any point on property is-at 10,feet or below,must provide topographical to on survey. 18. Are there an_y`•covenants and restrictions with respect to th's property? ' YES NO IF YES, PROVIDE A COPY. ,bl�. . , 1.0 �1�.6a�,e� STATE OF NEW YORK) SS: COUNTY OF - being duly sworn,deposes and says that_(s)he is the applicant (Name of individual sign i a contract)above named, (S)He is the j (Contra r,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Swornr-W before me this day of ' 1 20 - Notary P c •Si tore o A licant TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, r' OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �I so(/jy P.O.Box 1179 54375!State Route 25 � Ol0 Southold,NY 11971 (cor. M R Youngs Ave.) Southold, Telephone: 631765-1938 www.southoldtownny.gov Irou PLANNING BOARD OFFICE �� , TOWN OF SOUTHOLD [� D FEB _ 72018 MEMORANDUM TOWN OF SOIUTHOLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, Planning Board Chairman Date: February 7, 2018 Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1; all the units beginning with "B" (B, 131, 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 131 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. q �I:QL� BUILDING DEPARTMENT-,Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- $4375`Main Road - PO Box 1179 'Southold, New York 11971-0959 1 p1� Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richerta0town.southold.ny.us .APPLICATION FOR ELECTRICAL INSPECTION REQUESTED'BY: ... .. .-' ; .. _ -Date: Company Name: 7- ` Name: License No.: . email: ' Address: ,p A-AW ,' /`, Phone No.: 2/6 J .JOB SITE INFORMATION: (Ali Information Required) Name: wa,�aCAMMI--e, Address: �' �� _ �S Cross Street: Phone No.: 43 46 70 2 46 BIdg.Permit#: LA email: jlQa4vi a`d � Tax Map District: , 1000 'Section: Ooh• ® f ,Block: ► 0 0 Lot. 14,ko ,BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: FIs job ready for inspection?: 5'T7 NO Rough In Final 'Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All Informationrrequired). S 1 Ph 3 Ph Size: [V A # Meters Old Meter# New Servi -Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead ' # Underground Lateral3n8 'H Frame " Pole Work done on Service? Y N Additional Information: .PAYMENT DUE WITH APPLICATION A ,Qa'+'� 1 ,Request for Inspection Form.xls �D� 8 Town Hall Annex 54375 Main Road Telephone(631 765-1802 Fax(631)',,765-9502 P. O. Box 1179 Southold, NY 11971 -0959 'v, W,! BUILDI RT '11 VE" V� TILIZATION E ILIC00N. PRE NOI W OF TRU EN ED 00 S RUCTIONM' Rfflffttll COOTRUCTION AW Vil� K rVIO vo Owneti'* 20', Date: it LOCMamt� rDperty: W Pleas otice that th6l' plica YN k* OW comme Mon to q) . W :Mar' habj1d4d WUIA Nd} or reside Lure ' cc z to be§oerfo.ns 13 s3l �erty reference Z� (chec a So T ,truction (TT)!! Pre contruction (PW) ;nmbc IV in the following location(s) (ch II p'V� utx Floor-framing, Includinggird rs'9 'RINams (F) o, v Roof framing (R) Floor and roof fra R) . MJ-, , Sign"Fur 4'4 4 4, JIF h V P .06,,006#4 riWfA �g V. AA *4,AgAts Capacity(check applicable line): -Owner representative X TrussReq1S.doc Eff6dve 1/1/2015tj Q k 1901.44' (DEED) 1904.80' (ACTUAL) ROPOSED MULCHED NATURE TRAIL NATURAL BUFFER AREA w1 (TO HE ROUTED AROUND EXISTING / TREES- WITHIN NATURAL AREA) dory U'o � ///rf/ rflff/ ! / r 75' BUILDING SETBACK r / ! PROPOSED ---- -- --_—' COVERED ! o, -- ---- 14.1' --- ------- PATIO (TYP.)' '! �� 16.7' Ton- Ir � a d 14 1312B1 LA !!! B1 z � B 8 �• r __. 10 EN EN 19.7 y�; ,i<,<.. •:x°�••,,,, 1 ,;.�'-,;,,�.;��� i,yfy4 1 • rtK�3 F.��` ?t.`s -._� ±a±`si•'34�prS d��'y�i�S � r YD {yS.,,'""r 'a` ;:a{{--,,1 s i>yT'J,•j/+:;'(;2'+', �Wi�' y., - En/ g• ( / e �^ a h 'a ��'ts'��:�'u} :.`t M.<• -s � q 'i) avvytw� _ +S" f TYPE B–D a �y RAMP R7-1 R0, sem, (TYP.) TYPE B–D' 10 S RAMP ' 9 �i ) -ED HYDRANT, (TYP.) 4 (�/m) .sic, ;�,�� �Y. _ .,•'�`,�. r�3• ._ „` ROPOS LOAD TO BE VIDENED TO 26 FT. J HYDRANT (TYP) IAI * , R7-1 NU I ili 'H ALL tit_t D'__U r-WWI H-at_vr��vr=tire • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED ,'ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. O BE MINIMUM 6"' DR-18 PVC OR CAST IRO WITH A • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT UTE DR-18 PRESSURE I PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. LL BE C900 BLUE BR AL. WATER MAIN TO U D WITH R HPDR NT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH 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. BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING qD WATER/DRAINAGE LINES. ' PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND JD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 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 ZATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • 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 I LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF JES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS { REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. I Habitable Garage Area Total SF Harvest Pointe at Unit Numbers Area (SF) (SF) ( ) 77-124 1,999 486 2,485 C u t c h o g u e 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York j31,33,36,39,41,45 1,599 363 1►962 Town of Southold 6,47,49,50,52,54, 6, 58, 559,68, 72, 76 No. ,-.Revision _ Date Appvd. , 13 TOWN/SCDHS REVISIONS 7/28/17 AVL j.. 2,5,6,9,11,13, 19120,22,24, 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 0,42,44,48,51,531 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL 37,60,62,64,66,70, x_ 73;74j75' - - - - - - ;-- ~--- 9.. -TOWN REVISIONS— ' 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, 1979 OSIg�B.� l ��. "w' -'�.sc` ''•v. y, •h'`'+g:'A.;.:i ' ,5- d i';,r,+tit, f 1,599 380 61,63,65,67,69,71 ?4;. ,* 3�';. ,^t?s"'ms's.@�: ;:.;.. r; +�.;.•V, A ;',a, ,y i �d'-r.�y��'�i�f.;Y=`,,;"G��.r•,,;r"x=;^•sn�'.`�'�,= �i�..;£:.`.civ;�.r.'..:.`r,•F;':4?�'r'.•.,:�,«:x,.•�%; 1999 408 2,407 Issued for - Date ; 15,16,17,18 July 10, 2015 + N/A 6,188 N/A 6,188 SCTM: 1000-102-01-3.3.3 DriwlngTitlei SCDHS A roval Overall i .��.�..a .. .p...�,..o.- Utility Plan SUFFOL"OW OrPARTyiE119 OF,HEhLTH SERVICES i PERW 6-GR APPROVAL OF CONSM-U=WS FOR A 1Z lo 17 OUSY 1L' DA's J_ &�M,9 APPROVED ���� � Drawing Number � of �El� 1, L.EXP1RE.STtREEVlaAR8 FROM DATE 0F APPROVAL 0,0 v, 4,1 C =40 0: �O mSheet of 2� 9 2 A'QOLy- PCs s10'1 - — f � Project Number 29305.00 a j SCDHS Reference # C10-06-0013 I NOTES. \ / ( THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF _ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 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 GJ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VAUD TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS QO OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED v 0 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE I Q� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, S "�• S� RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED O 8 4 hj 0 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN •O' (�• S' h 7j PERMISSION OF THE SURVEYOR �• THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL cb O s MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER ` CV 4, PURPOSE =0 0 Seo vJ 61 yrs, �•O ar 30." 51qltg tK �� Sy,ti� �R 41, Y)Idafb Iv h o s3" f�4OQL��pVID p�'x 'A`F `'� �aPa z r- O LAND sv O� s 2;A r 04-26-2016 FOUNDATION LOCATION FOUNDATION AS- ONSTRUCTED SURVEY FOR D � � UNITS 7-8 UNI ESGNATION MAP OF DD HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT MAY — 8 2018 CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 7,&8 CJ t.-F..iL"L'1 V V3�'{•if-JLC TOWN OF SOUTHOLD NELSON & POPE ENGINEERS & SURVEYORS S 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 - WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS SCALE: 00026 1 CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I 1"=30' I' DATE: 04-20-18 PROJECT NO.: 00026 tl I NOTES: V HE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM HE STRUCTURES TO HE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE HE ERECTION OF FENCES,RETAINING WALLS,POOLS, T_ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER HE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,HE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO HE ITEM HIS SEAL AND HE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND HE DATE OF SUCH QT ALTERATION,AND A SPECIFIC DESCRIPTION OF HE ALTERATION J� U COPIES OF HIS SURVEY MAP NOT BEARING HE LAND SURVEYOR'S BLUE INKED QJ' 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 eO'r CONDITIONS LIMITEDANDS,WATER COURSES, SOIL COND THIONS,VEGETATTION,TREES,PA S DEBRIS OR ANY OTHER CONDITIONS �4( CO/yC OTHER THAN VISIBLE PERMANENT STRUCTURES VVV V [� O SV V,Q'�/� COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS °R �/ RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED, OQ-CJ� e/ °p a S�O IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN H PERMISSION OF E SURVEYOR ��Ss,' e0 yll�. A0\ ti P 1<f. h ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT ^b -3, SHOWN '•_-_ - ...,.._ Cb 71 44, CO 5J s� 60%AFF 20 C9� (0 �, e 2 1 2019 ':v, Q4 /� �vvi\ ���� 30 o� S4 ti�cb CO ��. s , � 4 �i ��� sy 0, 3 Nc q<k 7j S0 d c Of N Ell,1- 'vc 2 CO S1 GNiT \ouo� Ly O NIZ, � o S 65026'53" E Q 10 ®Mo 0502'0 J� 49.54 M LAND R=275.00' I0) U) L=77.85' 167.99' (ACTUAL) N -0 r� — — — — 04-26-2018 FOUNDATION LOCATION Zy N I W S52°55'20"W 01-12-2019 SANITARY AS-BUILT FINAL SURVEY FOR m� o REVISED SANITARY UNITS 7-8 UNIT DESIGNATION MAP OF G O O o et 03-11-2019 AS-BUILT AS PER HARVEST POINTE CONDOMINIUM 1 �(► � � �• S C H D DATED 03-07-19 N LO) o I FILE NO.:471 FILED January 09, 2018 � OD N O) ° 04-17-2019 FINAL SURVEY 2 N_ I TOWN OF SITUATED AT U m I CTCHOGUE S 40052'38" E m SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 25.43' S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 7&B 195'20"w .37' �- - - NELSON & POPE ENGINEERS & SURVEYORS U E .�' 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 W �4 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM U- W SCHOOL HOUSE LANE ~ DRAWN BY: NP CADD NO.;INDIVIDUALSURVEYS 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 04-20-18 PROJECT NO.: 00026 , -30� a � W NOTES. w Oj' S2' 6 S v THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE s. NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION K STATE EDUCTION LAW ARTICLE 145. ` ry N PRO ESSIONAILL ENGINEERINS A VIOLATON OF NEW G AND LAND SURVEYING,SECTION 7209.FOR ANY S�, / y. � � ^ V J� PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 5 20 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF UJ / °'� V°� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE (U / V ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM Q / - HIS SEAL AND C7 °� THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Q 4U ?9'^ ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION �> �U COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED �_ / SEAL OR EMBOSSED SEAL SHAH NOT BE CONSIDERED TO BE A VALID TRUE COPY � Q / K\ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS \ !�/ J J.+ (, Q 2 ,r �/ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 40, CO UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED �' h \ ^ �•� AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTNE N J Qy �.• ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN / PLAN DATED 7121/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED CO Cli ' .¢ 30, QN ==U' TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS F 6, Z61 - CJ° THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP V Q \// G S' s )P Q CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR [u 7 °'^ V FURTHER DESIGN 17 ( Q14 %' �. kk �, 31 N N ^ G rps0 =ry0j. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE S1 S R�% rgrF U,T /����-0 5 6. �C R 3 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, / CFR (V((Y S 2' 7}-pS nh SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ,\O Zry OTHER THAN VISIBLE PERMANENT STRUCTURES /err O 1• �O 1N°( S�/? y/ RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCEDCOPYRIGHTO NELSON&POPE,ENGINEERS AND RBY PHOTOCOPYING, S ALL RIGHTS J U L 3 0 2019 ° / RECORDING OR BY ANY OTHER MEANS,OR STORED;PROCESSED OR TRANSMITTED % ReOF�/ 4 h 15`, tq / IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 01 R'c b 713, y PERMISSION OF THE SURVEYOR ADD7�gp y'� \ J3�17T,r f Lr1 D 5•1" / �40\\\ \� SHOWN NAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT O 6 tJ y h 0 r ,> -'•� \///x/ /p'QV(`ORrV �� / J� (V rr !(AZ /yQe"p�1� ALL SANITARY PIPING 4'SDR-35,TYPICAL F `i SFR ^� �� \\ c .QD 0, C? �o� bOo° /he c' s' `� s'Qligr ri QS- /�vv6 -T. q°• SANITARY SYSTEM AS-BUILT TABLE Xz� 4� ` l�U STRUCTURE NAME TIE A TIE B 4(•, 0. Q- Q•� sUNITS#7,8,9 w Cj C) . s4 ti� \ �^ �� °, Q 0 p y �ry� �® HCl,,. B_ i ' �_ ST-1 34.4 71.6 sFR� ��� Ar :4 pP•VID p�T 0 ST-2 L� 37.3' 79.1'LP 11 fil 95.4 h s�o �• =,o' r r� z Ce SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � � 06 FtrPRJ°+AL OF CONSTRUCTED WORKS FOR `c'boos •�'�,°�sT,� A'ZINGLb`FAI'+/iILY RESIDENCE (/R�FrF S.T. Sp - t� e Date � ' 1� H.S.Ref.No. The se-Nage disposal and Water supply facilities at this 10089On Pie been O �p04-26-2018 FOUNDATION LOCATION inspected and/or certified by this Dspartrne or other agencies and foUndJ to g SANITARY AS-CONSTRUCTED P L- Nomt©f�, - 01-11-2019 FINAL SURVEY r". �\MOV 1— besatissfactoryFORA IMUMIQlF BEDROOMS. UNITS 7-9 UNIT DESGNATIPN MAP OF - /4" 01-12-2019 SANITARY AS-BUILT�e� eea REVISED SANITARY HARVEST POINTE CONDPMINIUM 1 per' 03-11-2019 AS-BUILT AS PER FILE NO.:471 FILED Januar;09, 2018F'1aa�B S C H.D DATED 03-07-19 SITUATED AT Craig iinepper, P.E., Chief CUTCHOGUE �9 ®" ®ffice Of Waste ana ement TOWN OF SOUTHOLD,SUFFOLK COU NTyy�-N�"pV S C T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS"7,`B'& HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NELSON & POPE UNIT No. HD RREF No. HABITABLE AREA I GARAGE AREA TOTAL GROSS FLOOR AREA ENGINEERS & SURVEYORS 7 R10-17-0061 1,599 S.F. 380 S.F. 1,979 5.F. 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 8 R10-17-0062 1,599 S.F. 363 S.F. 1,962 S.F. _ E V PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM 9 R10-17-0063 1,599 S.F. 363 S.F. 1,962 S.F. DRAWN BY: NP CADD No.:INDIVIDUALSURV 1SI SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 04-2048 PROJECT NO.: 00026 1"=30' yVjEDPPR AS NOTED DATE: B.P.# Jr/ glower door FEE: BY- and ductwork NOTIFY BUILDING DEPARTMhf AT testing Tequired. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE Must provide Manuals 2. ROUGH -FRAMING & PLUMBING D, J and S as per 3. INSULATION NYS Energy Code 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR Eire separation DESIGN OR CONSTRUCTION ERRORS. required as per NYS Code COMPLY WITH ALL CODES OF c TRUSS PLACAR®iNG REQUIRED NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS OF SOLITHOT TOWN PLANNING BOARD pIUMBER CERTIFICATION 31111�1191 &V ii�D CONTENT BEFORE N Y S nEC CERTIFICATE OF OCCUPANT;Y SOLDER USED /A/ 1A/ATEF SUPPLY SYSTEM CANNOT OCCUPANCY OR EXCEED 2/10 OF 1% LEAD. USE IS UNLAWFUL WITHOUT CERTIFICATE. PLUMBING OF OCCUPANCY ALL PLUMBING WASTE A WATER LINES NEED T, NG BEFORE COVERING ELECTRICAL DRAINAGE INSPECTIONS ARE REQUIRED INSPECTION REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. DO NOT PROCEED WITH �RMIINO UNTIL SURVEY OF FOUNDATION LOCATION HAS SEEN APPRC)Vj: r GRCH ARCHITECTURE PC 3750 EXPREss DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W.GRCHARCMTECTURE.COM 631 864-3395 W - March 12,-2018---- Town of Southold Building Department 53095 Route 25 Southold, NY 11971 Attn. Ms.Amanda Nunemaker Re: Harvest Pointe at Cutchogue Models 6,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 Buildine Sections_ "Centerline of 2-hour separation wall per UL#1336 Sheet FW2: "2-Hour Firewall separation detail" qGleiled is a 2-Hour Firewall in this application. submitted, ED ARCAlA,L ED AP Ar NA 38 ' 8 ' yp� F NE 6 R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE 8405.1 2017 YORK STATE U FOR CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System Z W ,,�/ PUBLISHED JULY 2017, 8316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 2017 NE�1 YORK STATE CODE SUPPLEMENT EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in UNIFIED SOIL VOLUME W ;_--, 2017 YORK STATE ENERGY CONSERVATION CONSIRUCDON 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 0 NAV bear the label of an a roved a enc showin the manufacturers name, the roduct listin , roduct identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL AS THE 2018 ECCC, AUGUST 2. Floor framin Is constructed of truss-t e o en-web or erforated members. PP g e 9 p 9 p SYMBOL CHARACTERISTICS POTENTIAL EXPANSION 12 2017 NEVA YORK STATE ENERGY CONSERI/ATK)H CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN NYS REVISED g YP P P that the end use will comply with the requirements. () y 2016, EFFE(.iiVE OCTOBER 31, 2017 R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW LOW U 3 2016 NYSRC (2015 IRC 2ND PRIMING) LITTLE OR NO FINES O `U barrier of not less than t{2 inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, r 2016 NYSEC (2015 IECC 2ND PRIMING) 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 \,/ ME 19 WIM PART'S 1220 THROUGH 1228, 1240, 1264 AND 1266 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, GooD Low Low _0 W � ` Exce tions: LITTLE OR NO FINES i- o rn as SECTION 8101 P• 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, F- � G7 r_ U E 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 LITTLE OR NO FINES GOOD Low Low U U > - 6 inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES 00 MEDIUM LOW W a) .r� P P P PY PP P P 1 P �= �`V� 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 lates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the erimeter joists ace without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low I- .- 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 8316.4 subject to all of the following: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOw Z U �''M ai LO than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3Y inch. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low 0 L Pc U)`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 N 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 = � `�' CD 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 r_ supporting a surcharge. 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ca able of roducin an averse CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, M 9 P 9 P P P 9 9 GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM cD illumination of 6 footcondles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS TO Low R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due 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 wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum 0- 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 finrshed grade adjacent to the foundation at all points - 'i Section 8305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 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. 8404.1.7 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 roams. 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 back fill where the unbalanced height of fill exceeds 4 feet. . Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section 8405 Foundation Drainage R202 Definitions: t inches above an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or I ther that fasteners and service o enin s. 2. n shower h tub equipped with a showerhead shall have a ceiling height of not less than 6 fee 8 y Z Continuous Insulation: Insulating material that is continuous across all structural members without therms bridges o p g fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 30 inches gi the showerhead. _F_ 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams) girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the f- finished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according () - rone re ions located within 1 mile of the coastal mean hi h water line where the ultimate desi n wind s eed dr ntif cation. Buildin s shall be rovided with a roved address identification. The address identification shall be le ible and laced in a osition to the unified Soil Classification S stem, Grou I Soils, as detailed in Table R405.1. D Windborne Debris Region: Areas within hurricane p g 9 g P 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 R 319.1 Ad ess Ids I g p pp g p p Y P (Vult) is 130 mph or greater. that is visible from the street or rood fronting the property. Address identification characters shall contrast with their background. Address numbers IY Gl glazing, shall be Arabic numbers or al habetical letters. Numbers shall not be s elled out. Each character shall be not less than 4 inches in het ht with a 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 p g Section 8406 Foundation Waterproofing and Dampproofing � i n of this code I 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 revisions. r an alternative ne the requirements in Section 83on the following standards are permitted subject to the Inter to s bottom ex osed ed a of the lazin is less than 60 inches above the floor. P P 9 9 9 8406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior n n' nett n with these standards the desi n shall cam I with the International Buildin facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a and the limitations therein. Where engineered design is used I co fu o 9 P Y 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 Code. 9 9 P P monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. V 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. i 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 1 � door. Section R321 Elevators and Platform Lifts Q 8308.4.6 Glazin adjacent to stairs and ramps. Glazin where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent 8406.3.3 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; LL 9 9 R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited application elevators or private residence elevators shall comply with ASME L► 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 heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. � A17.1 CSA B44. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: demonstrate com liance of nonconventional elements with other a licable rovisions and shall be com atible with the erformance of the conventional framed The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. O P PP P p p 2. Glazing 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the Z C) 8408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is cowered by a class one vapor retarder scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of Section 8310 Emergency Escape and Rescue Openings R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. F H A EM NT INA INGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND R301.2.1 Wind desi n criteria. Buildin s and ortions thereof shall be constructed in accordance with the wind rovisions of this code usin the ultimate desi n wind UN CU OP B S E S S ( ) P 9 9 9 p p y p 9 9 p y �. 4 9 9 P P 9 9 RESCUE OPENING PER SECTION 8310. (Egress window & window well) Table 8301.2 1 , and substantial im rovement and restoration of substantial damn a of buildin s and structures in floor hazard areas, shall be desi red 8408.4 Crawl s ace 6ccess ane; to be min. 18' b 24". 0 enin s throw h erimeter wall shall be not less than 16" b 24". speed in Table R301.2(1) as determined from Figure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard 8310.1 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 hove a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blockin and subfloorin . Blockin for fastenin anel ed es or fixtures shall be a minimum of utilit rade lumber. Subfloorin shall be wood opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement, and excludin an unfinished flood-resistant 9 9 g 9 p 9 y 9 g TABLE 8301.2(1) 9 9 Y structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. CLIMATIC AND, GEOGRAPHICAL DESIGN CRITERIA 8310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the �� F-� the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. / , GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean n r feet with a horizontal rojection and width of not less than 36 R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal alnd not less than 3 inches on �"� FLOOD 8310.2.3 Window wells. The horizontal area of the window well shall be not less tha 9 squa e p f R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing O SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual mason or concrete exce t where su orted b the use of a roved ost han ers. EN TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or ry P PP Y pP 1 9 LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp 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. �, Region Debris window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminates 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. Q 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 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 m PP 9 9 PP 9 9 P P P Y 9 9 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 required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. rofessional where re uired b the statues of the jurisdiction in which the roject is to be constructed. 8301.2.1.4 Ex osure tate o P g Y q 9 P q Y 1 P 1 r T , P 9 ry• R 322.1.7 Protection of water su I and sanita sewn e s stems. New and re lacement water su I s stems shall be desi red to minimize or eliminate �..L� 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table 8405.1. PPY ry 9 Y P PPY Y 9 O 8311.6 Hallwa s min. 36" clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. Section 8506 Concrete Floors (On Ground) or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. y ' R 322.1.18 flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the - 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways elevation required in Section 8322.2 or 8322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 8506.1 Concrete slab on grades to be min 3 1/2 inches thick. 600 feet from the artiall 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 consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing P y t R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 , Handrails shall not project more than 4 % inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. feet from the unobstructed area. includin treads and landin s, shall be not less than 31 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 g g 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: (A both sides. according to the United Soil Classification System in accordance with Table 8405.1. � 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 8506.2. - i o le than 6 inches shall be laced between R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported Y 3 Vapor retarder. A 6 mil (0.006 inch) polyethylene or approved vapor retarder with fonts lapped n t ss p F- on the exterior of the enclosure walls. bearin wall stud het ht ermitted b Table R602.3(5). Individlual 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 fln,or slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q 9 9 P Y R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: � provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design U resist wind loads shall be in accordance with the International Building Code. 8311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. � 8311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 tk 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 8602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3 1 throw h R602.3 4 Wall sheathin W n wnhouses shall be asst ned a fire-resistance ratin in accordance with Section R302.2, 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 ar flight with four or more risers. immediately under each opening. 9 P ( ) 9 ( )' 9 2 8302.2 Townhouses. Common walls separate g to 9 9 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 openings do not meet the requirements of this sh011 be fastened directly to framing members and shall confirm to the requirements of Table 8602.3(3). Z) 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 8311.7.8.2 y y 9 9 P 9 P 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. O installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. Q accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 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 244 inches. Each tread shall have a depth of not less than 6J inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base ' assembly tested in accordance with ASTM E 119 or UL 263. be more than 91 inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas li 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 more 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 comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section 8325 Mezzanines -- TAIBLE R302.1(1) y' 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 EXTERIOR WALLS , R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE ,' R 312.2.1 Window sills. In dwellin units, where the t0 of the sill of an o erable window o enin is located less than 24 inches above the finished floor and reater r-- r` r r` r- 9 P P P 9 9 located. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL t1i � l N FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below cn the exterior of the building, the operable window shall comply with one of the R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 8311. WALLS NOT FIRE-RESISTANCE RATED >_5 feet following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL Q ry ry N M n ni tri 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the o enin is in its lar est o ened R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, OVER PARTITIONS o N N ri ri (6 PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet i P 9 P P 9 P 9 P 9 9 P columns and posts. position. 4. CEILING JOIST T_O PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL TABLE 8302.1(2) t 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 tOD 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 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL ' 8312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 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 dear opening area of the window unit to less than the area required 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section 8310.2.1. RAFTERS TWO 16D COMMON. END NAIL m NOT FIRE-RESISTANCE RATED 3 feet z Z Section 8313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL a g 9, STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z N N o 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 z z z O z z Z N W deck or slab. The fire-resistance rating shall extend the fulll 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 w 0 U) � Q m 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 5 5 5 w 5 5 a N Z) R302.2.2 Parapets for townhouses. 13D. 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 161 COMMON ® 16"0/C FACE NAIL w ab m U Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24" MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL 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. Section 8403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL N each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a com lets 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 ?0 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 s 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 five desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cls or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL walls and any openings or penetrations in the roof are not xwithin 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 g � yp p p P any inorganic material or fill. FOUR SD 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 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. 8402.2 Concrete: A 28 day minimum compressive strength (f'c) t required n the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment (� 8302.2.4 Structural independence. Each individual townhouse shall be structurally independent. Section 8314 Smoke Alarms 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE SD COMMON. TOE NAIL [�] 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"O/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. LTJ PY 27. BUILT UP GIRD RS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 1. Foundations supporting exterior walls or common walls. 8314.1.1 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% ( ) � 5. Townhouses separated by a common wall as provided in Section 8302.2, 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 isolated plain concrete footings supporting columns or pedestals are permitted. 8302.3 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 8314.3 Location. Smoke alarms shall be installed in the following locations. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and .--I p fire-resistance rutin where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor ceilin and wall assemblies shall extend to and be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all woad foundation wall sill plates shall be anchored with Y2 inch diameter ROOF, AND WALL `HEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W Y 9 / 9 1. In each sleeping room. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches Into concrete and located in the middle third of � U Iii tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each se arate slee in area in the immediate vicinit of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) W w P P 9 Y 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 = a Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Q U o 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 8314.3.1 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 13 connections shall uve minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), a location required by Section R314.3. TABLE 8404.1.2 1 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. 4 R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies ( ) 1. Ionization smoke alarms shall not be installed Less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W I1 shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridlges, eaves and gable end Q w cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ R302.5.2 Duct Penetration. Ducts in the arae and ducts enetratin the walls or ceilin s se aratin 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) 9 9 p g 9 p 9 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in accordance with Section R602.3 5 2x4 wall studs at 16 inches on center with a maximum het ht of 10 feet shall su ort a maximum of one floor lus roof ceilin assembl 2x6 w No. 26 gage sheet steel or Other approved material and shall not have openings Into the garage. q g 58 ONE N0. 4 BAR WITHIfJ 12 INCHES OF THE TOP OF THE WALL STORY ( ) g pp P / g y' _ 8302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table 8302.6. Openings in garage walls shall comply with Section 8302.5. 8314.3, 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 pilus roof/ceiling assembly. Exceptions: tii U 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 is less than or equal to 130 mph, 0 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 2 rade studs su ortin a roof load with not more than 6 feet of tributa len th shall have a moximum wall het ht of 18 feet when F 5= perpendicular to the adjacent dwelling unit wall. Section 8315 Carbon Monoxide Alarms >8 9 PP 9 ry 9 9 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z m R602.3.2 To late. Word stud walls shall be ca ed with a double to late installed to rovide overla In at corners; and intersections with bearin z 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 7 .� accordance with UL 2034 and UL 217. partitions. End oints in top plates shall be offset not less than 24 inches. Joints in plates need not occur aver studs. Plates shall be not less Z g Q R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiliing 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 nominal thickness and have a width not less than the width of the studs. (.D o 8 finishes shall have a smoke developed index of not greater than 450. 8315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections 8315.2.1 and 8315.2.2. 8602.6 Drilling and not,°ping of dimensional lumber to conform to sections 8602.6, 8602.6.1, and figure 8602.6(1). Notching & bored hole limitations for (� R302.11 Fire blockin shall be rovided in wood-framed construction in the followin locations: R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR {,�V _' fy,,` 9 P 9 SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure 8602.6(2) Notching and bored hole limitations for interior non bearing wialls & figure R602.6.1 top plate W / ` ?� 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. Q A ' ,<E Cy framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails � 6 F 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 Q 0 O Y 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) _ 2 ` , 0 �L � 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. i. "ft � 2. At interconnections between concealed vertical and horizontals aces such as occur at soffits, dro ceilin s and cove ceilin s. 915.2.3.1 One Family Dwellings. "'� .' ' t.'I �' Z p P g g 915.2.3.1.1 Buildin s constructed on or after Janus 1, 2008. WALL THICKNESS (INCHES} 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. 9 ry 8 10 12 , d 4. At o enin s around vents, I es, ducts, cables and wires at ceilin and floor level, with an a roved material to resist the free assn a of flame and 8 7 NR NR NR �„��I`r, 7 P 9 P P 9 PP P 9 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 eS x`�L,",gyp 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 `� 6. Fire blocking of cornices of a two-family dwelling is requiired 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. `A� 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. `�:`�F '� , 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. : 2. Two thicknesses of 1" nominal lumber with broken lap joilnts. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. ' 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NUMBER 1 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2 O 1 O O 2 5. One half inch gypsum board. 6. One quarter inch cement based millboard. W 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. UNIT 8 UNIT 7 SHEET NUMBER 2 Z (B- 2 ALT- 2 ) (MODEL B- 2 ) W COPYRIGHT GRCH ARCHITECTURE P,C. 2017: ALI. RIGHTS RESFRVED " TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates on exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIG N Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, 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 ULTIMATE DESIGN W MINIMUM NAIL PANEL NAIL WIND SPEED v ult slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. 2. A flashing of an 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 � 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 ai 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. U SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE REFLECTIVE RED 0 4...' � (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 6 RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) #187 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. 2 B C D TABLE N1102.1.2 (R402.1.2) Z /+I 1 ct 8d Insulation and fenestration Requirements b Component 3. Other approved materials. \ / 0 V� L_ � C) CU COMMON 1.75 24/16 7/16 16 6 12 170 140 135 q y p V CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE ~ 0 > �--" U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL EFLECTIVE � •o'c o story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering R-VALUE Section U101 Scope z practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. � WHITE F- ;+_' cn N>. 1 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 it 10/13 R U) = -2z - MARINE w z - MARINE R802.11 Rafter or truss uplift force. Section U102 General Definitions 1/2" 1/4" 0 Q w c`i For rafters at 16"o/c in 130mph wind speed. Roof pitch > 512 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 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 U = � `�' 00 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf 46 m� or 20 percent of the total insulated ceiling area, whichever is less. ❑ U U M aD Uplift Force # 117 149 182 203 226 247 281 314 q ( ) P 9 COMPLIANCE WITH 19 NYCRR 1264 - 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 n/ Cl) weatherst6 ed and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.2 Construction document requirements for solar read zone. Construction documents shall indicate the solar-read zone. DIAMETER, WITH A STROKE WIDTH OF 1 2. THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W c� 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 pp q 9 q y y �� and shall penetrate the wood not less than 5/8 inch. rrnn ER1102.1.2 based on the applicable climate zone specified in Chapter 3.Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m�) exclusive of mandatory access or set back COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE ;4V 2 R702.4 Ceramic'Tile. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with MATCHING SYSTEM (PMS) 1181. IL 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. _ 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 ms) per dwelling shall have a solar ready zone area of not less than 150 square feet N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) The solar-read zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturer's recommendations (13.94M2). Y 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 y Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX, THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 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 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY COF 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: I-_ U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. Z) Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation I-_ 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: U) a,c (inches) ABOVE ABOVE ABOVE Z GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) L3x3xt/4 6'-O" 4'-6' 3'-O" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. 0 Lax3xt/4 e'-a' 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) D t S (EQUATION 16-10) 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 GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) 0 L6x3.5x1/4 14'-0" G.-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) U Ln BE SEALED. Il 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 F- 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. 0 l 1 Jc. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. Z Qi� �/ ,R703.12 Adhered mason 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 masonry masonry PY q / ACCORDANCE 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. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TOLL = 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 DESIIGN LOADS: JJ +. R703.12.21 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR 75". I� vertical attachment flange of 3 tf inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE: FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF:: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene 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. GROUIND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE FOLLOWING INFORMATION: F GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION feet (3048 mm) to a building on another lot. 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. �� (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS pP Exception: P Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2. LOCATION OF ALL JOINTS. 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 THE DRYWALL. with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. O SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. W% 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. BALCOINIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. 1� anchored with not fewer than three 5/8 inch diameter by 5 finch lag screws to every wood stud spacing. Each additional wood roof member shall be UNINHABITABLE ATTIC W O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. W w anchored b the use of two 10d nails at eve wood stud spacing. Install flashing and wee holes. The maximum height of the brick veneer above the lintel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED / Floors and Ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. W y every9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE 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. R703.8.4 Mason veneer shall be anchored to the the supporting wall studs with corrasion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with luster or stucco finish L/1 80 4.6. CONTROLLING WIND LOADS. 0 Masonry P5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. C/'*) � 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 ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R3o1.2(4)A m `./ = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Po) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. p 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ W spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ^ O R703.8.5 Flashingshall be located beneath the first course of mason 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 8301.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. D" 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 8401.4.1 PP 9 Y / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. > �� R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (8403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. P4 Systems /' of buiilding footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. v R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. " =) not less than 5 feet from foundation walls or to an approved drainage system. 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: F- R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heatingand cooling system on a daily schedule to maintain different temperature set points at different times of the day. 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 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 % 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 (1SC) 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: F- U At valleys and hips there shall be a valley or hip rafter not 'less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) W Z) 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 WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. U 8802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by o wall or girder designed in accordance with N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 accepted engineering practices. greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4/-22.0 +20.2/-26.0 TOLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated minimum of R-6 where 3 inches (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 timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are TRUSSES SHALL HAVE A Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5/-19.0 +18.0/-22.0 MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". specifically considered. 8802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterallyb 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 INCLUDETHE 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. FOLLOWING INFORMATION: adjustment coefficient in Table 8301.2(3). 1. DEPTH, SPAN, AND SPACING. 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-O" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable sFray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 4.1. TOP CHORD 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. I- r,, r.- � � T � � A B B R EV ATI O N S 4.4. BOTTOM CHORD DEAD LOAD. N1103.4 (8403.4) Mechanical system piping insulation (Mandatory) Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ni cNiu; 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. ai 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. P D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G.,. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY P 9 N1103.6 R403.6 Mechanical ventilation Mandato The building shall be rovided with ventilation that meets the requirements of the 2015 International Mechanical DAL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED LOCATED SIZE, SRELATIVE IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ( ) (Mandatory) g p q ADJ. ADJACENT/ADJUSTABLE EA EACH LVR. LOUVER RNG RANGE Section R807 Attic Access 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 .O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. E.J. EXPANSION JOINT L.T.LTLAUNDRY TUB 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 9 Y P YALUM. ALUMINUM R. RISER inches (762 mm) or greater over an area of not less than 30 square feet (2.8ms). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEC. ELECTRICAL 10. DEFLECTION RATIO FOR SNE AND TOTAL LOAD. ELEV. ELEVATION MAS. MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. co framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. z z ARCH. ARCHITECTURAL EQ. EQUAL .C. SAWCUT The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MAX.MmeMAXIMUM EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC + DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE o7 Q. g 9 ® AT Z Q_ - shall contain only high-efficacylam s. Exce tion: Low EXP. � cn co accessible location. Where located in a wall, the opening Shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures s a con a n y p p 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. z z z O z z U N Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY S ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O Q O O g 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 SIMILAR FOLLOWING CIRCUMSTANCES: U U U U o M.O. MASONRY OPENINGTAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS v7 located in attics. Section M1305 Appliance Access BM BEAM S.S.SSw w w w w N J M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F C MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w a5 m U PP P P P PP P P P / FLOOR COVERING CHANGE Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT STRUCT. STRUCTURAL 'o R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING SUSP. SUSPENSION .- FDN. FOUNDATION (NTS) NOT TO SCALE SGD TYPICAL ROOF & FLOOR TRUSS NOTES: jurisdictions designated by law as requiring their use or whelre 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 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 civ R 902.4 Rooftopmounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches 762 mm high and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTER LINE OPE ON CENTER TOWEL BAR p p p p p 9 9 PP ( ) 9 ( ) ( ) 9 � F.R. FIRE RATED OPER. OPERATOR TB COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FIRM FRAME T & G TONGUE AND GROVE + TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO TOP OF GRADE SLAB jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) C.J. CONTROL JOINT FT. FOOT / FEET OPNG. OPENING TGS INSURE TIGHT FITTING JOINTS. COL. COLUMN FTG OPT. OPTIONAL TFW TOP OF FOUNDATION WALL + V) R 903.2.1 Exposed wall flashing required to have akick-out where the: eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. FOOTING TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND r down front of fascia min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD Typ F- TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's specifications, to maintain product warranty. Cary ry 9 COND. CONDITION GA. GAUGE OZ. OUNCE T TREAD Z 44 Id 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 LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W typical. Apply ice & water shield P 9 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, able ends, his & valleys, On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR g p q p ( ) 9 P Y P CONST. CONSTRUCTION 1/S ONE SHELF TRPL TRIPLE + TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. W � 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 TR SSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 0 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 BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. 0 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE W Area to be exhausted: Kitchen 100 cfm intermittent or 25 cfm continuous. G.L. GLUE LAM PBD. PARTICLE BOARD W w slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER Y underla menta 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 PP q PNL. PANEL VERIFY IN FIELD W 1 = Q HDWR. HARDWARE V.I.F. N � R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD 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 penetrate through the roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is t C.R. CHAIR RAIL HARDWOOD W/ 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. p g 9 ( ) 9• 9 1 /z 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 g y p 09 less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the a and the framing member and that extend not less than 4 inches 51 mm to each side of the framing member. Where D DRYER 3. The electricals stems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. CO - pip g ( ) 9 HDR. HEADER PR. 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. L [ ] 1 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 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 le of the flashing shall be continuous under the siding. Where anchored mason veneer is DIR. DIRECTION INGR. IN GROUND 9 9Y. P P P / 9 9 9• masonry 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) 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 ON DOWN G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of DR. DOOR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any w � provided in accordance with Section 8703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. H M R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS 1 sheathing G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any DWG JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. H overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /4 Inch (6.4 mm) below the roof s eat I g DRAWING U m 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 appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z ¢ Q over the drip edge along eaves and under the drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent U termination clearance. GRAPHIC SYMBOLS 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall of the some character as for similar - cn chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 e located not less than 12 inches from an air opening into conditions that are shown or noted elsewhere on the construction document set. R 1001.1 Masonry fireplaces & y PP P The vent terminal of o direct vent appliance with an Input of over 50,000 BTU per hour shall b y p g ,t 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and suppliers recommended W �'r p'� i k, and 4 of this code. the building. " installation procedures. 4� 'Izf t�� R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less # STRUCTURAL CALC. REFERENCE 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts i-: "'rql,- than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust XX O including weatherazation, water proofing and framing with respect to the construction documents. u t "' -< * G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all DETAIL REFERENCE Section 81004 Factory-Built Fireplaces XX cD PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED J , `-� other systems and shall convey the moisture and any products of combustion to the outside of the building. y FLOOR FINISH CHANGE "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT ISA l 11., ,0y =a4 R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 614.5 Der exhaust duct ower ventilators. Domestic dryer exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in dryer exhaust �� built fireplaces shall be tested in accordance with UL 127. ( ) Dryer p ry p ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. t 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. 0 Q ` L system has been specifically tested, listed and labeled for such use in accordance with UL 127. O DOOR / HARDWARE TYPE C1.f �� '�.`�t Y P Y v 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 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 XX ❑ in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required �_- PARTITION TYPE internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ Energy Efficiency JOB NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 1712) throughout 2 0 Z 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 82: UNIT 7 Q SHEET NUMBER f1 Z (B- 2 ALT- 2 ) (MODEL B- 2 ) W T2 W . __ . I I I 01 I COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U) 05-W x 24"MIN. CONNECT KING STUDS TO TOP PLATE F•- ATTACH TO EACH PAIR ROOF FRAMING WRAP 1-1/4"X22 GA.6ALV.COIL STRAP Z !! ,, (15-16,x 24"MIN Of OPPOSING RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 2 E""1 0 ATTACH TO EACH PAIR 2x AGQ LEDGER H/2-3/8"x5" LAG DBL TOP PLATE CRIPPLE STUDS Z 6F 6PP051N6 RAFTERS ROOF RAFTER, 16°O.G. U y �� RATER, BOLTS® I6"OG INTO STUDS SEE PLAN SEE PLAN 2X BLOCKING V ` SIMPSON STRONG-TIE ) w A55 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR CEILING J015T OR W/5TRON6BACK5 SIMPSON STRONG 5t"P50N STRONG - - -TE 112.5 -TE fib °° ° TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. _ E END TRL65 Z_ 51MP50N STRONG-TIE H2 8D NAILS SIMP50N STRONG-TIE � � � EYP• 8d NAILS TYP. RVC;E STRAPS%U DE ATr/YM TO EACH PAIR Of OPPOSING W>FTERs. ALTERNATE TO RIDGE STRAP: H3® EVERY RR RAFTER TO STUD AND KINGS - 6 (FXGEPfION:RIDGE STRAPS ARE NOT REQURf�WHEN CALOR TES Gf PROVIDE 2x4 COLLAR TIE AT (WHEN ALIGNED) _ ■ V pM USE Wil�jTW No USS IN GOA'BINA"ON..Y Will ISM NO ATTIC CGA 2X4 LIMBER ARE LO&EACH TITPAI IN THE MSLIPPETHIRD d AIL UPPER 4 Od NEAGH RAFTER)OF THE ATTIC 05-22 G5-22 STRAP AT � � �d Z �,�5 ALIM DO NT ALIM ATTIC SPADE AAD ATTAGfED TO f ACi PAIR GF RAFTERS W/4 IOd MALS Z Lo L5U26 FOR 2x6 RR EACH STUD,SEE LSU26 FOR 2x8,2x10,OR 2x12 DETAIL 4 i�AENDER O Q 11x1 'a co c C) FRAMED OP 6 ❑ U LID Co M I R WIN OR RIDGE STRAP DETAIL / RIDGE STRAP DETAIL LU25 aN STRONG-TIE CO 2x4 OR 2x6 E OR DOOR LU28 ® EVERY GJ (FOR CATH.CLG5 WITHOUT COLLAR TIE5) / (WITH OR WITHOUT COLLAR TIES) STUDS® Ib"O.G. NO SPECIAL FT = 2 2x AGQ LEDGER W/3/8"x5" LAG CONNECTORS REQ a ev'�v sr. N.TS. LrOGA.T>=AT // `� NTS. LOCATE AT EYER1'RAf-"TSR BOLT® 16' Or, INTO STUDS A. IN TH15 AREA 1 SIMPI STRONG SMP50N STRONG STRAPPING TO BEI 4/ X 22 GT -TIE Lr5 _TE 116 / 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING 51MP50N 5TRN0 SD NAILS T)f 3"IOD MAY CE USED r APPLIED / ���� OOT- G/L BLE END �L TO BEAR A MIN.OF l0"ON FRAMING. -TE 1116 OR HIM OIER I/1"6fATHIIJS 15 USED. / 1 tV L LI`LL/ 8D NAILS 1YP. / pM U5E HM4 STUDS RV USE IN COMINATION ONLY WAN STW5 AND � q0A TfRAPP(NO DEET I L I I DETAIL AT ATTIG Z o `�L�j ALN DO NOT ALIGN PITS. STRAPPING TO RUN ONTO RIM JOIST,SEE �- DETAIL 9/DI(ONE STORY)OR ONTO 5TUD R00P= RAFTER HURRI GAME TIES\\ - - e e • AT WALL BELOW(TWO STORY) 02LT 5. LOCATED AT Y IRiDOP RAFTER ATT I G e e Z 0 ` - - ST-RAPP I NC DETAIL 0 i2 EOR I=RAME GONNEGTIONS o UeE E6 Pyr GAP FS 4, LI_ Ln u5E Ecce ar ETDs DI xrs. 1- 2NDFLOOR 1\ /� �E� IN (2)2x 3 4-I6d FACE NAILS FROM z / STRAP OR 4x PROVIDE 3'X (6 X3 WA5HER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ Qj� C) M5rG4�e3 5EGURED BY WOOD 51LL PLATES. GOLUMN POST TOP ANGHOR P�-i'�NT 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE U5ED IN LIEU OF w . / STRAP START NAILS THREADED ROD W/WASHER PLATE. END LEWTN KT5 LOCATE ATE ZY G041IPQJ/61RDBt GONNEGTION I I/2"lP FRGM PROVIDE 3"X6•X.036'6ALV.STEEL PLATE W/ 19"MIN. / EW 6F STU? b-8D NAILS AT CORNERS AND INTER5EGTIN6 (4)NAILS MIN IN MALS WALLS. 3•X12"X.036"6ALV.STEEL PLATE W/ I2"LFNOTH(EYP.) 1 - I-� GLEAK SPAIN � l T ���YI MALS � 12-90 NAILS AT AT BUTT JOINTS IN STRAIGHT 51MP50N L5TA12 STRAP W/ WALLS WHERE THERE SINGLE PLATE OR HEADER 5-IOD NAILS EACH END AT 11� •--il I I � 2X6 KING STUDS MDR): EACH JACK STUD00 1011, ~� GUr LE%TH \ / � ~ 24"MINIMUM LAP SPLICE ONE AT 5PAN5 UP TO b FEET BEA NAILS TWO FOR SPANS 6 TO 12 FEET O 5/5"(P A501 ROD THREADED b"BOTH ENDS. THREE FOR 5PAN5 12 TO Ib FEET 2X6 JACK STUDS(U.O.N): w PROVIDE MIN IED BOTTOM PRE-BENT o 3/4" AND I" ROD AT 51MP50N STEEL STRONG WALL,5EE PLANS 12-16D MIN.NAILS ONE AT 5PAN5<6' ^ , DISTANCE GF 1/8" END U26TH NAILS AT ALL SPLICES TWO AT 5PAN5 FROM b'TO 12' IST F=LOOR 1 �"MM � w ` THREE AT 5PAN5> 12' W SIMPSON POST BASE N UNLESS NOTED OTHERWISE ON PLAN ABU44 OR AIBU66,SEE PLAN 2'1 WA5HER PL H/NUT EACH 51DE p (r 00m�) 65-22 COIL STRAP I UPPER STORY SHEAR co 1 WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR MALL ❑ W FLOOR TO F=LOOR TIES � � � - - - BELOH GONNEGTION FOR 5ET BACK WALLS HDU HOLD-DOWNS AND STZONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGT I ON N.T5. LOCAT®AT EVE32Y STUD \ 1/2"�HOOKED ANCHOR BOLT W/T" NOTE: I \ P-OUNDAT I ON MINIMUM EMBEDMENT OR EXPAN51ON *N.T.S. COL STRAPS l�5f16iT111N6 PROVIG7r Sd CGMdGN (0.1� x 25"11A�)NAILS. I \ BOLT W/5"MINIMUM EMBEDMENT f'1'T5• I� N.TS. I"'� PLT.S. U COL STRAPS OVER SHEATHING PROVIDE: IOd CCMdON(0131 x 3"LONG)NAILS. I \ \\ 6 GOLUMN P05T BOTTOM ANGHOR _ Q \ PITS. LOCA-M AT EVE12Y COU*W 51RVM GONPEGTiON R&T RAFTER kVi RFD ALLOWABLE HOLES I T49 Fur VAIEY wa< SD NAIL a 6"0/G AT ALL PANEL ED6E5 \ RATE 5d NALS TGE NMfD IbD NAIL® 24"OlG IGD NAIL� 24"olG LVL Headers and Beams As PR WF`�" 51MPSON HGP HIP HIP RAFTER, SHEATHING, PLYWOOD W SEE PLAN Microllam® LVL I ROGF RAFTfR INTERIOR 1.3E TimberStrand® and � CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the NOTE:WHERE 24'WIDE MININIJM FULL HEIGHT I (4)MALS MIN H WALL RETURN IS PROVIDED AT ENDS OF p LENGTH (EYP) " s depth 0 BRACED WALL LINE THE ED A HOEDOWN MAY I I hole z6, largest hole(minimum) Q BE ELIMINATED. PROVIDE TWO(ONE AT EACH I2"LETJSTH(MM) 6� _ _ _ _ SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I I-3/4•MINIMIM L5TA3b STRAPS SHOb�1N IN THE DETAIL. NAIL SHEATHING TO 51N1PSON BP WASHER j SD NAIL ANE 0/G - - - INTERIOR 0 0 AT ALL PANEL EDGE5 d o - � - - - - - � 0 0 SILL PLATE III 8d 2X ACQ SILL PLATE. DOUBLE 0 EXTERIOR GYPSUM BOARD o 0 0 NAILS®4'0/6 SILL AT FULL BASEMENTS 518 DIA.STEEL ANCHOR Microllam® LVL and zx a rur vAu.EY 8D NAIL® 12"0/G AT ALL J 7 MINIMUM BOLTS MAX.2'-8"O.G.. - - - - - allowed hole EMBEDMENT EXTEND BOLTS MIN.T INTO G5 22 COIL STRAP sTW To wvhx MEMBERS NOT AT PANEL EDGES FDN.WITH TIGHTENED NUT t middle%3 span 3'x 3'WASHER TO EACH BOLT. (2)2 x 6 A Q 5tvP5ON LTPA PLATE NAILED TO a4 CONTINUOUS BAR PROVIDE TERMITE SHIELD SILL SILL S F55N WL STRAP 15/32"058 OR INSIDE CORNER OUTSIDE CORNER L5TA36 W/10-10d NAILS SEAL AND MAINTAIN 8"MIN. RIM AAD 51LL RATE @ lb"O/G AT EN,H RATER WMZE PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d t` r` r` LOCATED 2'TO b" vAUEY wlc rarTRGrS. INTO STUD ABOVE AND FROM WD TO FINISHED GRADE `': •- � � r N � BELOW(2 EACH GORNERI FROM TOP OF WALL NM A5 PER iAdE 3Dp WFLNA PLAN VIEW PLAN VIEW Iii NOTE: tt---- -�}}--1�� General Notes Q N N N ri r, m N ui Tall=2,980 COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25"LONG)NAILS.COIL EXTERIOR LI `ILL TO U . N SEE FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDE: lod COMMON(0.131 x 3"LONG)NAIL5. HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR ERIOR GORNER DEPTH HOLE SIZE headers and beams only. 551 LAY-O\/ER OR FALSE \/ALLEY PLATE HIP CONNECTION 43," i" • Round holes only nd 5TORY GORNER GONNEGTOR5 T �IGAL AN�/HOOR BOUA STUD TO RIM JOIST TO SILL PLATE 5T-RAPPINO DIETAIL HALL"-L ' ' " `I 'INV 5%i' 13/4 • No holes in cantilevers. LOGAT>=AT EV'EsRY STUD PITS• I� RTs IS N.T.S. N.TS. 7%4"to 20" 2" e No holes in headers or beams in plank orientation. N.T5. LAGA7E30 AT EYB�Y COMM N.T5. TION AS NOTH� N T5. See illustration for Allowed Hole Zone DO NOT cut,notch Or drill holes in headers except as Z co indicated in Illustrations Z and tables. U a a Z Z Z O co Z A MIMMIM OF 7M MACM WALL-LINES��M EACH DI 710H OF A BUILDING. BN-5 SHALL NOT BE SPACED mmum STRAP MD WNL 514FJITPNS n pQ9ifD WNL OrATHIM I I O O O Q O O g Q W MORE 7}4M160 FT MART. Wr4U5 NTIflH A BW SHALL NOT BE OFFSET BY MORE 7NN14 FEET F`R01.4 A BWL. BWL LOGAT10F5 ARE NOTE: TO Tap ar PoW WNL r u"��I NOTE! TO Ta'Or PONY WNL P Ili I > > > w > > o_ N J IFDIC.ATM ON FLOOR PLAINS, 2 FT MAX PONY WALL MAY BE I ( 2 FT MAX PONY WALL MAY BE W W W W W 6I P50N DTTIZ HaPONN AT(5-W5P W460 PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER cr W � w W W 05 a5 U WNL EW PANELS(IYFE A) YDlli AS RE4AJIRED A BRACED WALL PANEL(BWP)SNNl BE61H Y4ITEIIN b Ft�T OF EACH END OF A BW.. THE DLSTANr.E BETV4tfN ADJaGBtr i OF BW'S SHN.L NOT BE eREATM THAP4 20 FEST. THEME SHALL BE A MIWMIM OF TWO BN'OH EACH BN-EXCEPT AT m 40 AT 13RA"WAU_PETALS G ANDI D. ■ ® WALLS<16 FLLT LONG MAY HAVE ONE 48 OR LONGER BNP. BWPS ARE rMCAILY G5-WSP SHEATHED BRACED WALL PANELS 3 I/2"WIDE LVL HEADIER(5EE PANEL o m� S IGD NAILS AT DTTIZ (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A CONTINUOUS TO OUT°aIDE OF PANEL N AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP I5 REQUIRED. o ® I BWP TYPES ARE INDICATED ON FLOOR PLANS. // \ / \\\1 \ N ® 3/8'm THREADED ROD CD tv \ \ \ V J ® 65-WSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET = _ \ ` \` \ NOTE:HHERE 24"WIDE MINIMUM FULL HE16HT THE M1'MMIM OF TAO.E'K602.105. NNL YA`KNKH WI CONTINUOUS IV4'MIN DEEP HEADER TO / V- CONTINU OU5 11%4'MIN DEEP HEADER TO WALL RETURN IS PROVIDED AT ENDS OF SHEA7HIN6 WITH ad NNLS O 660/G fes)AND 12'0/G(FEiD)APD PROVIDE 2X OUTSIDE KING STUD(SEE PLAN) / LU QI1T51DE KING STUD(SEE PLAN) w PANS f / F- G5 WSP BRACED WALL LINE THE 800# BLOCKING AT ALL UAL FPORTED PANEL.ED6E`i. PROVIDE 800 POFD N01-DOWH FASTEN J'SHEATHING TO HEADER W/ FASTEN a'SHEATHING TO HEADER hU = / / Z HOEDOWN MAY BE ELIMINATED. PE92 DETAIL W OR 20 AT E7D5 OF BRAxCtV WALL LINES THAT DO NOT HAVE 8D NAIL5®3"1 IN EACH DIRECTION 80 NAILS a 3'0/C IN EACH DIRECTION MT ER A24'KNM1M FULL HEIGHT WALL RMW OR A 46'HNIM)M BWP. 51MP50N L5TA24 STRAP ON BOTH SIDES AND � 51MP50N L5TA24 STRAP ON UNSHEATHED � / / TRIM TOP OF PANE.A5 REOD, EACH OF HEADER TO JACK STUD W/Ib-IOD NAILS / FACE Wl Ib-IOD NAILS 0 // / IL j TABLE Rb02.10.5 MINIMUM LENGTH REQUIREMENTS OF G5-W5P z z 6-I/4^505 scREws Q W m ED PANELS FA5TEN TOP PLATE TO HEADER W/2 / F FASTEN TOP PLATE TO HEADER W/2 H / PORTAL STRAPS I/2'FROM EDGE ON CONTINUOUSLY SHEATHED BRAG WALL L / z z WALL ROWS OF I6d NAILS®3"0/G ROWS OF I6d NAILS®3"O/G / I1-I Q W O O MIN PANEL i BOTH SIDES(4 STRAPS PER IPANEL) U W WALL AJAGENT CLEAR MINIMUM LENGTH OF v V HEIGHT(FT) WIDTH "L" / � HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL PANEL SHALL HAVE A LENGTH'L'OF NOT PANEL SHALL HAVE A LENGTH•L"OF NOT / ./ W 2 Q 5IMP50N GNW COUPLER NUT <b4" 24' LE55 THAN Ib"FOR 8 FT WALL,18'FOR q / LE55 THAN Ib'FOR ONE STORY AND 24'FOR /. 8 28' // v U U Pj 64"TO 80" 32' FT WALL,AND 20'FOR A 10 FT WALL°..,EE / FIRST FLOOR OF TWO STORY APPLICATION. q 32' ,' i / 51MP50N 5WSB 5TRONG-WiALL 58 z 80"TO qb" 3 2' X PLAN FOR ACTUAL LEN6TH / X SEE PLAN FOR ACTUAL LENGTH 10 34" % PANEL,VERIFY PANE.15 PLUMB t 64" 2T" GYPSUM BOARD 'I BRACED HALL PANELS(TYPE B)SHALL BE d // NO ET IE TO Cn 4 3/8N P ANCHOR BOLT OR q 64"TO 80" 30" 48'H MMIM IN LE146TN ON BO'TPI SIDES OF WALL PER TABLE X 12 42" // / NOTE:DETAIL APPLIES W ^ �� ADHESIVE ANCHOR SO"TO 96" 41' -R602.105. SIECtM x1'GYPSUM BOARD NTH 6d COOLM MILS, (2)JACK STUDS MIN.OR PER PLAN / (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER 0 v t 64' 30" A915'X 176'6YPPE311M BD NAJLS,OR rOgB'X Hb' O / p 1 10 64"TO 8o' 30" NAILS O 7b/G(®eE5)APD-PO/G&IMP). BLOCII 4M 15 NOT - r.- 1MGVIRED AT UFEUPPORIED PAJB EP6ES WHEN PANELS ARE' BLOCKING AT PANEL EDI BLOCKING AT PANEL EDGES N LL 80"TO qb" 38" IP65TAUID NORIZONTALLY. PROVIDE J ST OR 71455 OR FUJ.. / ' Partial credit for panels 36"to 48"wide per R602.10.52 NE�Ir BL,OUgN6 DIRECTLY ABOVE:AID BELOW TYPE B 1'4ALLS, j / / 'fir x ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL EDI "L" EQUAL TO CONTINUOUSLY SHEATHED WOOD TWO KING STUDS or > 12" TYPICAL HOEDOWN DETAIL AT GYPSUM BOARD "GB" - TYPE B AND 51LLLL WA BD COMMON NAIL5 a 3 0c AND 51LLW/8D HCOMMON NAILS a 350/DG / / � m ERAMED I=EOOR A STUCTURAL PANEL CS WSP - TYPE A FA5ND 5ILL SHEATAILS @ STUD // , (/) NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS®4.0/6 < PORTAL DETAIL"A"ONLY APPLIES 51MP50N HDU5 HOLDOI"N WA 14-1/4'505 51MP50N HOU2 HOLDOWN W/6-1/4" � Z � � U N.T5. TO 2 FT TO 18 FT WIDE OPENIN65. / 5GREW5 IN DOUBLE END STUD 505 5GREW5,IF NO FLOOR ABOVE. / Ur U 0 U TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE b02.10.3(2) WIND ADJUSTMENT TO HDU4 HOLDOWN VV 10-1/4'505 PANEL TO 51T DIRECTLY ON TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/1 ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. / (/) n ". / / / / CONCRETE FOUNDAITON,WALL W o� BOLT WITH 2'X2"X3i{�"PL WASHER SMIPrON DTTIZ H0.D(NJN AT(frW�DRAGtD WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT OVER I/2'd ANCHOR OR EXPANSION BOLT WALL ER?PARIS (TYPE A). HDU A5 RELVRM BASED ON SUPPORTING FACTOR t 2-I/2'm ANCHOR OR EXPANSION BOLT C) 0 AT BRACED WALL DETAILS G AMD D. STORY BNL 5PAGIN6 CONT METHOD GB x4 BAR 6ONT IN TOP OF CONCRETE CONCRETE 4 BAR DONT IN TOP OF CONCRETE 1x3 TIE SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION FOUNDATION FOUNDATION ,i 0 S-IOD NAILS AT DrrIZ EXPOSURE CATEGORY ONE STORY D 1.5 s #4 BAR CONT IN TOP AND BOTTOM Q m TOP 10' 25 5.5 PAI ANCHOR BOLT OR/a THREADED OF CONCRETE FOUNDATION 51HP50N 5131/8X24 OR PABT-18 ANCHOR EXPOSURE CATEGORY TWO STORY G 1.3 O ROD W/WASHER PLATE,5EE DETAIL IS/DI ESOLT OR Ye" THREADED ROD, W �r TOP 2O' S.O' 10.0' EXPOSURE CATEGORY TWO STORY D 1.6 EXTEND WALL SHEATHING OVER RIM JOIST PAB5-I8 ANCHOR BOLT OR% THREADED SEE DETAIL 115/01 = �i "•,-�J OVER ROD W/WASHER PLATE,5EE DETAIL 15/DI10 - . . ® TOP 30' 1.0' 14.5' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL E06E FRAMED WALL PORTAL DETAIL'I ONLY APPLIES TO b FT TO IS FT WIDE OPENINGS. ROOF LAVE TO RIDGE ROOF ONLY 20 FT 1.6 FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS R602.103(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS y -`- SIHP50N STRONG WALL REQWIRES ENGINEERED DE516N TO s TOP 40' q.0' 1,55' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FI BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIBUTIN6 LENGTH OF 48'TOWARDS R6o2.10.3(1)MINIMUM LENGTH TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ ROOF SAVE TO R106F ROOF+I FLOOR 20 FT 1.3 l�ON NW FLOOR APPL•ICATIOH ONLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINE5. ACTUAL HORIZONTAL DE516NI 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 SIMPSON STRONG WALL NUMBER TOP 60' 13.0' 21.5' WALL HEIGHT ANY STORY 8 FT 0.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" APHE ANCHOR BOLT OR WALL HEIGHT ANY STORY 9 FT 0.95 DETAIL - TY P �FGINEEREDmETHD 0l6023 ADHESIVE ANCHOR BOTTOM OF 2 10' S.0 10.5' WALL HEIGHT ANY STORY 11 FT I.osFRAME "CS-PF" DETAIL - TYPE C PFH" DETAIL - TYPED DETAIL - TYPE E BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE 1602.10.6.3 D NOT TO SCALE PER FIGURE 1602.10.6.2 NOT TO SCALE PER FIGURE 1602.10.6.1NOT TO SCALE PER W .o. baga NUMBER OF BWL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30 13.0 21.5' NUMBER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' 11.0' 36.0' NUMBER OF BH_PER PLAN DIRECTION AT STORY 5 OR MORE Lb GYP BD FINISH OMITED FROM INSIDE FACE OF BHP 1.4 �IBRACED WALL PANEL DETAILS �--IOLDOI��IN DETAIL AT SLAE3 BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GS-W (__2SP ONLY ANY STORY 4"O/G O.l UNIT 8 (B- 2 ALT- 2 ) UNIT 7 (MODEL B- 2 ) Z 2O GYP BD FA5TENIN6 U) N.TS. BOTTOM OF 2 60' 25.0' 52 5' APPLIES TO METHOD 6B ONLY NOT TO SCALE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA C/) EXTERIOR WALL: INDICATES LOCATIONA A 10'-0"HIP WIDTH Z I HARDI-PLANK CLAP OF FIRE RATED ROOF t W WALL 5HEATHIN6TYVEK OR EQUAL 3 FROM CENTER OF 4 0 B2-5 0" ? q " B2-I 4'-0" 4'-0" RIDGES 0 ALIGN U °' I/2 SHEATHING FIREWALL-EACH SIDE (ND VENTING) (NO VEN INC) DONT.2"x4'BLOCKING 2"x4"STUD WALL Ib"O.G. r , 2 DONT.ALUM.FLASHING W/ �; _ , i/ ,,. `•/ =' RIDGE VENT r 1 WATER SHIELD RIDGE VENT ,� � 2"x4'OUTRIGGERS® Ib'O.G. 2 - z v DRIP(COLOR TO MATCH _ �` ' _ -FRAMED SOFFIT Z WOOD TRIM) T r f�i - `�, ��1 v s -0" ALL �� �_s —a1�� ,.ter•.,.f. : ..- - v V U _ RE j INTERSECTION �"`� 5/4"x8"TRIM 1- - "- - -- ` -- -- -- =rte — - - - b"AZEK TRIM BOARD p o + i__ 7 ,., - - _ >� Cf SPHALT ROOFING J� �. - (D N} w� -. ._ -a — V A KE BD W/ � r r " '_'-- ERS q 12 2 L _� 4 � / = TLS GUTTERS 8 LEAD Z V GUTTERS 8 LEADERS 1 1- - TRIM( - - # ~- ) ALL GUTTERS 8 LEADERS SHALL BE BAKED Q ALL GUTTERS 8 LEADERS SHALL BE BAKED I x 8 AZEK RAKE BD W/ 82-� - -�HARDIPLANK - ��' =-` °-^-� M TYP. - - - �- WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS U w _ _ )BREAK- - . , - t,�<�� Aid KIK HORIZONTAL _"'' `� m - �" SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL �' 4 WHITE ALUMINUM .032 MIN.GAUGE,GUTTERS I x 3" AZEK TRIM(TYP) --- HORIZONTAL ROOF RELATED 8 REQUIRED ACCESSORIES. LEADERS �lIDT M I"xl2"AZEK TRIM SHALL BE 5 SEAMLESS,O.G.STYLE W/ALLi, CLAPBOARD 51DIN6 ! � _ = - - - - RELATED 8 REQUIRED ACCESSORIES. LEADERS ❑ _ P/srb� �_--__.��_�_�,.,�_�=�,_r—� � 1 � I �- t_-'T, ,moi , j�:-� ,��_- -=L»+=-y+,s•��1..�t=ter+== DENTIL BLOCK#DTL85x4x1 " " - -' �+- --- -' ��� - - T-+�>�� --L-HIND0 - �- � __ SHALL BE MIN.2"x3",.02-"GAUGE W/CLIPS 8 c� SHALL BE MIN.2 x3,.021 GAUGE W/CLIPS d - k , / 12 •---_-- �-L-------� ,_ -�- � "r � 6/ �D.�' -- ' '= '_= ANCHORS. CAULK d SEAL ALL JOINTS. PITCH `� BY"FYPON"OR EQUAL ANCHORS. CAULK 8 SEAL ALL JOINTS. PITCH - __ _�. - �a_� - * - - AND N6 AM 4 . . -; �1 .,,,,_'�T'"'�-��.a....��l-�J I��• — - - --- _— �d._�� ..,�,�-_, � q CD DENTIL BLOCK#DTLB5x4x1 - = - L 5 ! 3 __. - �= y r _ r GUTTERS MIN. 1/&"/FT.PROVIDE P.V.G. _ i'x S AZEK RAKE BD W/ T /G 420 FXF + .p ., dmf. ---- - __ -_ ---- - _-. ,4,•--vim- , .-_. , .,. RECEPTORS S"ABO 5/4'x6 AZEK TRIM GUTTERS MIN. I/8"/FT.PROVIDE P.V.G. -�=.�� � Ii - - `"" _ META R I � � ` __ _-_ - - a . " RECEPTORS 8"ABOVE GRADE TO RECEIVE BY"FYPON"OR EQUAL _7_ _ T - / �`__;_"'1 �� �� � �j �� __�___�,-� R VE GRADE TO RECEIVE -�- _ �._ -I x 3 AZEK TRIM(TYP) �-F � .-�-�-:- I dN'bORMER FRONT,- / =<-�_-�-- . b" HIGH BLIND 12 `� �W�LA � - -12- ;.'�. LEADERS(CLOSED GAP DESIGN). y LEADERS(CLOSED GAP DESIGN). �J. �/, L.�= - - -¢�- - ` -� - T FLASHIN _ - - 2 44 f� ,- TYP.EXTERIOR WALL: �t _ -' `/AZEK 5)♦ JN6 HARD-PLANK SHINGLE — - — -T - --= /AZ CfE�Ole 4DH �-, 121:-�=12 TYVEK OR EQUAL � _ � --` II ZEK,ITRI - - - ?+/- 114- 12 N�ERIGAL I/2 SHEATHING _ I 2x4 STUD WALL Ib O.G. o ___ b HIGH BLIND _ i `--_ �-� ,=- Z 2 TLu 2 DETAIL __ - ' fr � _�_ _f- : _I_ _n� - ME _ _ - DINING AREA C?b 2 - RSHING ALONG ENTIRE LENGTH OF _ - - - - _ _ _ DINING ROOM - - - - - - - OF ROOF VERTICAL DOPLATE HT. 82-1 1 11211=1'-p" PLATE HT. L_ g " �'=�IN 5_!�T(F�N 8 RMER L�TEIT. H I-0 '-O' OHca 2 - - -� - - XTrLLS.FLASHING TO BE MIN HIGH -!- Z OF DORMER) ; A i f1 I _ GL05ET_ - T ,l _� -f 1, -�. �,-icy. �- - 5" HIGH BLIND FLASHING 'r - - T- 0 �+- - _ - GLOSE> T O RAGE= H PLATE HT. I, � -�- � 0 _ � __ _ I I PLATE HT-.'qF- fit 12 LINE OF ROOF / ' /' ' /� // I. -1- TRU55 BEYOND 1 LH LILA k I - o-' z 1#11 C ' - T(3) 2x8 P.T. GIRDER . 10"AZEK T FRIEZE BE). ❑ - Fi II - i i I � / Ixl2 AZEK 1x8 FASCIA BOARD `� I I - �. ' I , i Ll- t I 1_l�_�I f �_ � _-_�. TRIM I I i i �I -i - _ �_ _I -:_- I I LUMN ®COVERED COLUMN® GOVERE I I , , - i I I� I - - PORCH BEYOND I I =�- I- _-!=�=1--.. ; _ _ _ _ �-I- � � i �,�" i i i 1 j '-_ - - i � -� I I ORGH BEYOND 1-_1-ta-w. _ -- - - M - __ -- - - - _ = I / - - - ._ i � I I _ I I SIMP50N LU525-3 FACE Fl 15T FLOOR I L -1Li f_=.!_1 _ - - - _ _ , - - F N. IST - 1- - -� fl =T;- ! �f -- l L - - _ / , r I FIN. IE FLOOR W MOUNT HANGER -' - - // %� i ' ELEV.+0-0 O .% CN i$ 3 xl2P.T. GIRDER BEYOND ELV-� �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — T� I I I I I I I I I I I W TRIM ALL I I I Ix4 AZEK SOFFIT co I I I I � Ix AZEK TRIM BOARD OVER o I I I I i I I I I I I GIRDERS(TYP.) SIDES m v J v u torr rw-y' OH. ❑ O 51MP50N BG52-3/6 P05T I I I I I I I I I I I o GAP ANCHOR 10" SQUARE H686 DERMA GAST t-_j = COLUMN #46382 W/SQUARE I I I I I I I I I I I i CENTER LINE OF FLAT GAP 8 BASE (OR EQUAL) - I I I I I I U 2 HOUR FIRE RATED CORNER COLUMN TO BE RE515TAE WALL PROVIDED W/SPLIT KIT I I I I I j I I - AkJBA5EMENTA55EMBLY BASEMENT — — - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -,-L- - - - - - - - - - - - - - - - - - - - - - - - ,-1 - - - - - - - - - -- - - - - - -1 —�,_— — - bxb P.T. P05T WITH 51MP50N T ABU66 P05T BASE (TYP - ALL T GOLUMNS) Z UNIT 8 UNIT 7 W Z) TYP. REAR COV. PORCH DETAIL I B-2 ALT-2 (MAGNOLIA). A A B-2 (MAGNOLIA) CONT � � TION o B2-I 62-5 62-5 114° _ ��-0° , 3/4"=V-0" A A B2-5 B2-5 TYPICAL ROOFING: 4'-0" 4'-0" (NO VENTING) (NO VENTING) TYPICAL ROOFING: PROVIDE STEPPED FLASHING ALONG ARGHITEGTURAL SHINGLES 15# ENTIRE LENGTH OF INTERSECTION OF ARCHITECTURAL SHINGLES 15# ROOF $ VERTICAL DORMER EXTERIOR RIDGE VENT RIDGE VENT FELT UNDERLAYMENT r` r FELT UNDERLAYMENT WALLS.FLASHING TO BE MIN 8" HIGH W ti �• C.,i 00 5/8" PLYWOOD SHEATHING Q- 5/5 PLYWOOD SHEATHING (BOTH SIDES OF DORMER) N „ V'NT HARDIPLANK - HORIZONTAL CLAP = ?® ^ ` j` j- -- _-��� HARDIPLANK ----- 51DINC� HORIZONTAL CLAP 4" 1_8 -- -- - . - ��-.---- = �_ •_ __ .� _ -��T� SIDING 6"AZEK TRIM BOARD aT - - CAI. �.�"-� ,_, �., � �., T� b AZEK TRIM BOARD � z � 13'-8" DORMER PL HT z L � T, 12 ABOVE 15T FLOOR i6 z cn <n a -, - �4 a:.fi ,.. Z Z Z O Z Z N cV Q 12 zy =` P TI-`''��'"�`� 2 I"x 5" AZEK RAKE BD W/ CENTER LINE OF O O o o O g J I"x b"AZEK RAKE BD W/ q ` #. J- -� 6- -- --- - ----- q cn cn in ¢ u� v� �`-� 4 I"x 3" AZEK TRIM(TYP) 2 HOUR FIRE RATED > ¢ Vx 3"AZEK TRIM(TYP.) _ �- -1- 12 > > w > > y,c� rte' 12 -� G RESISTANCE WALL w x w w w m m v — — A55EMBLY T _- ---- -- - - --- -- / b DIA6.AZEK b DAG.AZEK \ -�_ - �_ - - _ =- TRIM BOARD --�12 --- '-`! ��__ _=� _ ` _ _- L _� �,��'F`1 q 12 / _ TRIM BOARD (3)2420 F D(MULLED) q'-0" FRONT GARAGE N �� _�— T T O _ WALL PL HT. 04 6" HIGH BLIND � T — - -P_ - - /-- b" HIGH BLIND FLASHING �? _- FLASHING GARAGE WALL -- - - - - - - - - - - - - - - - - - - -- - - - - - BELOW ALIGN _ GIA5_ _,,r-;�b=.d�.�,®�---_L.r_ - ' �ae...-1'-..�.s.�t-_, - - -�_...�--.L.�-:,......ri..m.+.-t.1.. GREAT ROOM _ _ _ ��/ i �, . _, -- _ ---_- GREAT ROOM 4'-2" 4'-2" w PLATE HT. I 1-0 �_ -0 / - OH. l "! =k_ 4'-10" 8'-4" 5'-2" m OH. L I I W O w 11 82-I ' ✓ �-, I I I I I �� � ✓��l - . -- _. W � w w I-ILI I DORMER PLAN z o I l - I z 0 Ib'- BIr WI TH II_ , II B2-I �? n', " B WI TH a 1�4 -1 -� — - - - — 11 IIT T 1I 6 AZEK TRIM 6 AZEK TRIM w c=� ALL SIDES I II II II I 2015 IRG- R312.2.1 FIN. I5TFLOOR wj ELEV.+0'-0" IN DWELLING UNITS,WHERE THE TDP OF THE SILL OF AN Z EEV +0-0 2015 IRG- 62427.8 (5038) OPERABLE WINDOW OPENINGI5 LOCATED LE55 THAN 24coFIN. IST FLOOR ABOVE THE FINISHED FLOOR AND GREATER THAN l2" ABOVE (A I�--------1 1 r---�- ,� VENTING SYSTEM TERMINATION LOCATION: -�I I I I I I 1 � I I I THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE w II II II IIII II IIII I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN Q C. .-- / 1 bxb P.T. P05T WITH 5IMP50N I I I Ij11 II 11� I ( I I I IIII II Ill I I 1 bxb P.T.P05T WITH SIMPSON I INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL Co ERT T� BG52-3/b POST GAP ANGHOR d II II p 6 AZEK TRIM IIII II IIII I B652-3/b P05T GAP ANCHOR 8 GOMPLY WITH ONE OF THE FOLLOWING. U �� 0 cc,Q C�� IIII II II 1 I 6° AZEK TRIM I ALL 51DE5 I IIII II IIII I I 51MP50N ABUbb P05T BASE (TYP - I LOCATED AT LEAST b" FROM ANY AIR OPENING INTO A * OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE F- 51MP50N ABU66 P05T BASE(TYP- III I I II II II BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 I - ALL COLUMNS) I pll EGRESJ IIS ( ALL 51DE5 I I I IIII IE6RE551111 j I ALL COLUMNS) I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE TO PASS THROUGH THE OPENING IN ITS LARGEST OPENED w I 1 411 WINDOO 111 I I I I 1111 ININD(OW Ill I I I o INSTALLED WITH A q INCH VENT TERMINATION GLEARANGE,AND POSITION. (D -=-�r====J�I I FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 a� I 10" SQUARE HB86 DERMA CAST I _ -------- I I CENTER LINE OF I I COLUMN #46352 W/ SQUARE SHALL HAVE AT LEAST A 12 NIGH VENT TERMINATION � �T ��� 10 SQUARE HB86 DERMA CAST I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR q U_ iJ � LI______--_IJ I q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO C,. � r'' I UMN #46382 W/SQUARE I 1 2 HOUR FIRE RATED I _ I FLAT GAP 8 BASE (OR EQUAL) FDI �'� RE515TANGE WALL 'Sa FDI FLAT GAP 8 BASE (OR EQUAL) GLEARANCE. THE BOTTOM OF THE VENT TERMINAL AND THE AIR RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW G / 3 p, } I I I I I I INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING ❑ 9> - CORNER COLUMN TO BE A55EMBLY - CORNER COLUMN TO BE = AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. PROVIDED W/SPLIT KIT I I I I I PROVIDED W/SPLIT KIT BASEMENT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - ER F1- - - - - - - - - - - - - - - - - - �t-- - - - - - - - -- - - - - - - - - - - - - - - - � 1- - - - - - - - - - - - - - - - - - _— - - - - - - - - t�- - - - - - - - - - - - - - - - - - -� _ _ BASEMENT JOB U B L - - - - - - - - - - - - - - - - - - --L - - - - - - - - - - - - - -j- - - - - - - - - - - - - - - - - - --1T - - - - - - - - - - - - - - - - - - 1- - - - - - - - -- - - - - 1- - - - - - - - - - - - - - - - - - - J 1 6023 W UNIT 7 A A UNIT 8 = UNIT 8 UNIT 7 DUET CLUSTER SHEET NUMBER - 62-5 B2-5 B-2 ALT-2 (MAGNOLIA) REAR ELEVATIONB 2 (MAGNOLIA) B 2 1 1/4Y = -0° (B- 2 ALT- 2 ) (MODEL B- 2 ) ELEVATIONS w Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVE© Cn ^ 'I B2-5 z W Z B RIDGE VENT W E LINE OF ROOF U U BEYOND® MASTERts 12 __ -- ,4 ea®_ _ BEDROOM CONTINUOUS ABOVE 1 err 0 t -�- -_ -T I"AZEK SHEETING i o RIDGE VENT CONT.BLIND FLA5HIN6 ,, - INSTALL D 2 x b NAILER LAB / - -` 1- L r_- BOLT TO VERT STUD cn a?Z _ - -wr --e _ -� a+�� r - LL IGE d WATER SHIELD 1b" PER MANUFACTURERS " DIA X b" L BOLTS -- Z _ 'U.) �_ SPECIFICATIONS TO MAINTAIN p iU- M r P OH - , i i�iF nG Y =-• r�..�� 1 --- .=, T ,. ,�-- \ \� -�_.�. PRODUCT WARRANTY U Q w c=a a' - - VENT _ _ J ' RIDGELo 12 -- �i `t2Pt8� A ._ � __� L_- tee - - _, T;-1 _ � 1 _ NOTE: ❑ U = M N 00 +/- I I -_ � - _ 1 ___. � -, - L_-. -T _ TT - -= APPLY IGE d WATER SHIELD IN V -T - -, ���"- 12 r-i- 1' --�°r�, T ' I®- 'T --1�'r�-r1_ , �1.�=. - - -..J.,...�1 �... / M . ' r T -L-- ------ _ , 1 L , „tel I ' .� r ,�- ,-- �"'�-,,,,�_ FAIR WEAT WHEN THE AIR, --"-- _,.,�C--• L- 1--'^�-.-I.q I I . r�---,.,.1 r 4.w --._ ..,c.� _ r�.,��:`- -L OG T it �-,-� 2"x b" RR® I6" RIDGE VENT ? - HER �-,�.-�.�- ���- �a ��� ��- ROOF DECK AND MEMBRANE 1 r T a__ .. 12— �- - ' l- T ` T PE q (R-50) BATTS a < l �� - - _ ARE A TEMPERATURES OF I I " LINE OF ROOF 4/-) 5.15 _ C��SE4 LL�d _ Ly ' _v-v. L - -v�'- " ,� - 40°F(5°G)OR HIGHER. --r > ASGIA-BE3. -- _.� LUSk! r - � �� FIT BMS OH 2" 'BEYOND 0 GARAGE i L 1- L - `� _ 1 T - 640 r • ��_= -_ - 1_ zl.. y�a� --,.a•1 1_ L .da �___ 4. L�.e.— .,-d•--,-. --1-mos._ ---� r_-- L�eLr. -ac=v�.c= s�1 • -, I.+P-_-_ T_=dance_ I PLAN �I ® I G WINDOW HEADER PER � LIGN FA5GIA5 BEDRM#2 _ - - - -- DIN AREA GREAT ROOM I'-0" ,�.��_� L,-.1 ,-.. =,gym .-_rL. r PLATE HT. _1 O PLATE HT. /i i � � 1 I F- L - j-----� -- OH. Ilkl lu�,rl 10" &ZEK � �-_ _ - 1----L�- _ - '-- -- �� I TRANSOM WINDOW -- - U I'-0' i i I �_ _ �. _�_ . -. - rr I OH. FRIEZE BD. - - I I - I - - +�- ll� l_ I I BEDROOM #2 off = _ I _ �- I I I cn o - AH - I 1= �_-�� , z I = - --� - 2x8 ® I6 OG FOR SEAT U - - - - -- _ \ I 1 1J - - + I I 10" SQUARE HB86 PERMA i I w 1- - CL CL EXTERIOR WALL i i -_- ~ - �, - - - _ - ------- - _ - I = CAST COLUMN #46382 W/ i B2-I --- O HARDIPLANK 5HINGLE SIDING 1 I -� �- - I I o GL05Eq CELL SPRAY FOAM LL Ln -TYVEK OR EQUAL �� - I I SQUARE FLAT GAP ff i - I � � i I i _ _ DOUBLE-HUNG WINDOW INSULATION TO GOMPLETELY I- M -1/16" OSB SHEATHING - _ - I o ! I I BASE (OR EQUAL) - FILL SEAT CAVITY O ` ' J Q - 2x6 WOOD 5TUD5® Ib"O.G. - �- _ _ i i i CORNER COLUMN TO BE i „ - �_ .-� _ _. - i- -�- - (2)2 x8 ® END W/A35 ��-- - Z -6 R-2I BATTS _ �_ o - �_-_l-_1_ ! _ _ PROVIDED W/SPLIT KIT iQj� ❑ _ �_ _, - I I I I I - - _ I I 51MPSON CONNECTOR �� \ I i _ ; � -�� _�- 1_ _ 51MPSON H2-5A CONNECTORS I w all' �� - - - I � 1 1�- �-�-- -- '- t i I"x 12" AZEK TRIM ` -� . - )� = - -� L� I I i;� 1 �_L _ - I BD ' „GYP BD FIN. I5T FLOOR T _ FIN. 15T FLOOR i 3/4" T46 O5B SUBFLOOR - I I 10" SQUARE F1Bff 6 PERMA I I 6x6 P.T. P05T WITH I I I I I GLUED 8 SCREWED -RUN I CAST GOLUtjN #46382 W/ I I 5IMP50N BG52-3/6 I ( I I T 7/16" 05B SHEATHING I'-6" ATEXTERIOR HALL EN PLATES O I I SQUARE FLT GAP ff I I POST GAP ANCHOR 8 1� 5IMP50N ABU66 WALL GARAGE 2X12 FLOOR ~ w WALL® GARAGE I I BASE (ORE UAL) - I I P05T BASE(TYP- I I I I BEYOND I 1 J015T5® I610G. W BEYOND GORNER GO UMN TO BE FIRST FLOOR LINE U) o I I PROVIDED SPLIT KIT I I ALL COLUMNS) I I I I I FDI _ _ _�__ 1 I I I I I I I I m I I I i z I I I I I I I I I . .. . ;• � ❑ 0 BASEMENT - - -I - P I UNFINISHED BASEMEN - - - - - - - - - - - - -,-1- - - - - - - I- - - - - - - Ti - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Il- - - - - - - - � - - - - - - � - - - �-, - - - - - - - - - - - - � � � BASEMENT U RICHT END ELEVATION - ----- ---- B ` - - - - - - - - - — -- CA ` 1/4 2 z 1 B2-5 UNIT 7 LONG INSIDE FACE: OF FND. WALLS-FULL HT W F�I (R-13)CLOSED CELL SPRAY FOAM INSUL OR DRAPED BLANKET INSULATION U O B - 2 MODEL (MAGNOLIA)- BEDROOM #2 BAY DETAIL 1"= I'-0" �112 LINE OF ROOF ` _ P - g BEYOND 0 MASTER L - --��,��- 12 _ _. 15.75 BEDROOM RIDGE VENT _ _ _-:_- N N '- ALL ICE b WATER SHIELD - ASPHALT ROOF SHINGLES O 04 -- �- - AZEK SHEETING ON SIDES Q N o � •- � cD � MANUFACTURER'S -T--- -- - -- = T - T _ OF DORMER TYPICAL --�-1--�=--- '-�--1��- � -���•12���• LINE OF DORMER GIFIGATIONS TO MAINTAIN �` 1 �\ DUCT WARRANTY ROOF- ' 5.75- -L� ROOF OVER GARAGE RIDGE VENT T�.FI - _ _ _ _ - - �� - - - I �- Y � VENT 12 T - `\` =_,- - - - - - -- -� �-- PLYYJOOD SHEATHING ROOF BEYOND Ili I l.• 1==-vb __�._ - �. ..a =-1=--=�._-lam r ._e4®1-.-_�� LY ICE E WATER SHIELD IN _ - __ -_ - -- _ � - --r L _� -ter`- -r�-` i..�_.- �-����v�.-_�.-���_a.L-- �- -r�-r���~- =^�=�-r�-.�.-.-�.�� �L� r�-z-__'�--T d� R WEATHER WHEN THE AIR I'-0" cn DECK AND MEMBRANE I . � �+ , , . 0.. AT TEMPERATURES OF - - - �` - - T - T EXPOSED LOW GDR _ -- _. _-- - iri Z IT ._ I_.-. _ -- r - - ----- r----- - INSTALL IGE S WATER SHIELD PER z z Z O z z N =- -� -.--- �r-1_-,-yam- -__ _ .i - �! - --� a-#- of F(5°G)OR HIGHER. �, --- 1 - -----�- �-1= -� -- - - ILINE OF GARA6 / Z — _ — - �- T MANUFACTURER'S 5PEG5.TO ROOF FRAMING O O O F- O O F- w ---FLUSH ROOFS - = -' - TIRODF BEYOND E /, u� �n �n ¢ �n v� g t- FA5GIA BD � s._ _ w zT_= T--- — — — CARRY — > - -- -- 1x8 PRODUCT AF SGiA- 5 5 w w N ,5"AZEK e�r s em- •� L T \ _ \. 1 -b- }�I-�< .r.�' MIN 4'TYPICAL r i �;' w w �ii -r- --- -- - - - -- -i FRIEZE BD_1 � � ' - , 'a,.�l �--r- -, �-, � � � w � � m m v _ , , - — = OH 0.40 ALUMINUM DRIP EDGEco -- - -- - - -- - _ - - - GAP BATH#2 i _ _ GREAT ROOM_ _ _ - - - — -I-0"�- \ \ - - - BEDRM 2 PLATE HT. nlrlMi -- utu - PLATE HT. _fig OH. PLATE HT. GUTTER 0 I'-4" I' 0 2015 IRG- 0242-1.8 (503.8) - VENTING 5Y5TEM TERMINATION LOCATION: OH. I � -�--I OH op ��- THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH HOUR(3KW) OR LE55 SHALL BE LOCATED AT LEAST 6" FROM ANY AIR OPENING INTO A I Z 1_ _ _ ._ .-�_L E�JILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER I V) IILL _ I I I = - _ = 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER i c� i 10" SQUARE HBff 6 PERMA ~ i i i i ©\ Jf s 1 11 - - EXTERIOR WALL n HOUR SHALL BE INSTALLED WITH A 9 INCH VENT \ p O m B2-I CAST COLUMN #46382 Wl = Q -�; I I -- -�- �- - HARDIPLANK 5HINGLE SIDING o TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN 0 SQUARE FLAT GAP ff I I I= I CL o = i i -_' - - --,� _ - TYVEK 6 EQUAL INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST i i i p v -7/16 OSB SHEATHING A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF ` ��` �`�� ` 0 w BASE (OR EQUAL) - I I -' =I °�-` \ W z a I I - � �- � � I � 2xb WOOD STUDS® I6"O.G. i CORNER COLUMN TO BE i _I_ _ ___ _ THE VENT TERMINAL AND THE AIR INTAKE SHALL BE APPLY IGE t WATER SHIELD IN \ o - b" R-21 BATTS LOCATED AT LEAST 12" ABOVE GRADE. FAIR WEATHER Z PROVIDED IN SPLIT KIT L-4 I -� i r y��y AIR RooF p�K App ' _ _ - -� - -�- - -� TEhB'ERATURES OF 40°F(5°G)OR � 4 I � I I _ — - - - - � - - W FIN. 1ST FLOOR i _ _ _FIN. 15T FLOO O w y FLO - — ELEV.+0'-0" 2015 IRG- R312.2.1 ❑ IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN FASCIA BOARD "AZEK SOFFIT w BOARD W/2"CONT. OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" VENTING OR VENTED = I J I I I I 6x6 P.T.POST WITH I I 10" SQUARE ON PERMA I I ABOVE THE FINISHED FLOOR AND GREATER THAN 12" VINYL SOFFIT I I I ( 51MP50N BG52-3/6 I ( CA5T COLUMN #46382 IW/ I I ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW L~- I I I I I POST GAP ANCHOR a I I SQUARE FLAT GAP ff I I ON THE EXTERIOR OF THE BUILDING,THE OPERABLE z m WALL(9 GARAGE 51MP50N ABUbb BASE (ORE AL) - WALL® GARAGE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: DETAIL 2 � w BEYOND I I I I POST BASE(TYP- I I I I BEYOND " OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER v CORNER GOL MN TO BE z o o 0 I? FDI I I I I I ALL GOLUMN5) I I PROVIDED SPLIT KI1T I I o SPHERE TO PA55 THROUGH THE OPENING IN ITS LARGE5T I I I I � I I I I I ( I I I I `� OPENED POSITION. " FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F SCALE: 1 112" = 1'-0" 2 - imi W 2090 I I I I I I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR �7- I I I I I I I I w BASEMENT _ BA5EMENT OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 w "' - - - - - - - - - - - - - - - ', " K� -�- - - - - - - - - - I - - -- - -I SQUARE FEET. � a � .T — I T T - - - - = sz�" O O LEFT ENI ELEVATION .................... ....... � 1/4' = I'-0' B2-5 J NUMBER i EB UNIT 8 .• 016023 W 00 SHEET NUMBER UNITS 8 (B- 2 ALT- 2 ) & DUET iCLUSTERB - 2 ALT- 2 MAGNOLIAZ 7 (MODEL B- 2 )_ ELEVATIONS W -B211• 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CENTER LINE OF w ^ , 2 HOUR FIRE RATED Z �/ RE515TANGE WALL uj ► E A55EMBLY LINE OF REAR CHEEK 14'-6" 14'-2" II'-2" 13'-0" WALL UNIT 8 U I o o O QJ o rn B2-5 B2-5 U U rn - u — -- -- -- - -- -� 4- tNd Z O ,"r Z (,� �Q7 1p In Q O O L XC)'5 M 8" 12'-10" 8 0 10'-0" b'-II" - 4'-4"M.O. 5'-3" 4'-111" 4'-4"M.O. 4'-11" IO'-0" a 12'-10" 8" () Q N O - _117 _ cfl UNEXGAV. I ❑ U M 4" P.G.SLAB WITH bxb, `~ 10/10 W.W.M.OR FIBERMESH. 2 q - UNEXGAV. d `-r MIN.3500 P51 GONG. b" 8" FD1 I r------, �I q 4"P.G.SLAB WITH bxb, 10/10 W.H.M.OR FIBERMESH. ai 1 o HE) ry FDI 2 MIN. 3500 P51 GONG. HD _- -_ _ b 6 v ; `2 EGRESS I -----1 I WINDOW s, I I , HD Q m "y r= m ? - - - -_ ---- -�I- HD z 2"x 10° - HD. WINDOW O 2x12 FLOOR JOISTS miM ® Ib" O.G. Q U SLAB SEAT _ - � ,'r, !� l% / HD O I m 2x12 FLOOR JOISTS -� - - s 4" WIDE JOIST 2 - H HD L� - SEAT. T.O.SEAT - -- --- I ® I "O.G. % 2"x 10" Cn 4 F / - LAB SEAT Z 4 Q ELEV= (-)1'-I�" FDI II J ° / I - -- I 12" P.G.FOUNDATION HALL = 2 4" WIDE JOIST -_ _= f-= - �� _._ _.._AJ_ • HD � WITH DAMPROOFIN6 OR, 4 q FD SEAT.T.O.SEAT - O 2'_p" Ln 10" 24"x 12" P.G.FOOTIV 13'-2" Fvl Ir FDI I'� ELEV= (-)I'-I " Q Q L� 2" P.G.FOUNDATION HALL H M Q I 10"P.G.FOUNDATION I - 4 WITH DAMPROOFIN6 ON Z Qji ` , JDIRECT VENT HEATING EQUIP. T-- I _ - WALL WITH DAMPROOFING � ' -- 24 x 12" P.G.FOOTING 10 " ` ❑ v J HD APPLIANCE CLEARANCE 3� IA FEL ZOUMN I- -1 ON 20"x 10" P.G.FOOTING / 14-8' q'-4 FDI 13-2" 2'-0 • -A IANGES SHALL BE INSTALLED ON� x O"x 12" P PGi WI H THE CLEARANCES FROM FT 6 N•0 ) II - T.D.H. ELEV. = 0'-0" 10" P.G. FOUNDATION 4 WIDE UNPROTECTED COMBUSTIBLE �- `� J , PJA L WITH DAMPROOFIN6 r DIRECT VENT HEATING EQUIP. JOIST SEAT. M TERIALS AS INDICATED ON THE I - ON PO"x 10" P.G.FOOTING F_ I 33 � STEEL COLUMN APPLIANCE CLEAR INSTALLED- TON. HD TOW.ELEV= � , � � ON 3 "x 30 x I'2' DO PG APPLIANCES SHALL BE INSTALL , • 1� , APPLIANCE LABEL AND IN THE L _J �I I -T.O.H.ELEV. = O-0 rl MANUFACTURERS INSTALLATION - ® FT6(U N) WITH THE CLEARANCES FRM DE r 4TRUGTIONS. _ JJ I __ �� UNPROTECTED COMBUSTIBLE JOIST SEAT. (( MATERIALS AS INDICATED ON T E TOW.ELEV= (-)I'-I�" I! L J APPLIANCE LABEL AND IN T E �- - PROVIDE FRESH AIR INTAKE p o cy FW-2 ' i T�; MANUFACTURERS INSTALLATIQN • MEGH EQUIP PER CODE CD i- I I I I I� ll_ J INSTRUCTIONS. HD ' 42x12 FLOOR J015T5 J 2x12 FLOOR JOISTS o 00 I ( ~ W „ ® Ib" O.G. I --- ® I6"O.G. r p Q p PROVIDE FRESH AIR INTAKIE Ll TO MEGH EQUIP PER GobE_ % • HD m r ^ 2x12 FLOOR JOISTS 1 2x12 FLOOR J015 v J ® Ib"O.G. r I ® I6"O.G. 2-0 ❑ w L J BASEMENT SLAB �� L-_; O *4"P.G.SLAB(MIN.25 P51 GONG.) a I O 4 .0 MIL.POLI THEL'ENE VAPOR�- - FDI TYP. BEAM POCKET — BARRIER -_ 1 -' "' L_ BASEMENT SLAB �- -1 *TAMP b FILL T 9595 DENSITY - / WRAP ENDS OF GDR o o �' i 8 =� j I t- I P.G.SLA _ 11N.2500 P51 GONGS HU ALUMINUM AT r tr Q # .006 MIL. THELENE VAPOR 10" 8'-p" 15'-0' L� —J x w 14'-2" �✓ FDI f -- FD1 POCKET OR PROVIDE _! - I I * -- - -- -- - -- -- F 1/2 AIR SPAGE ALL / TAMP b FIL TO 95%EN51TY SIDES UNFINISHED BASEMENT u� ,1� - - J L o `�' � I o O U) r 8-O,CEILING rY. I } - -- --- - 1_01 ' I " a� ° - --1 L-- -- r 10„ ~ b *(R-13)GLO5ED btl-L SPRAY 14-2 x 5-0' 8-O" H FOAM INSUL ALON INSIDE F_ in W ' UNFINIS ED BASEMENT r _Q L FACE OF FND.W�iLL =FULL HT - -- -- L -- -- - J OR DRAPED BLANKET CD - - r -O"CEILING NL (- r � INSULATION L_ � � -- i *(R-13)GL ED CELL SPRAY ALL EXPOSED HOT WATER FOAM If 451JL ALONG IN51DE Q 10" 5'-4" w R, PIPING AND/OR HEATING bUGTS � j ° � I-- FACE 0 fND.j WALLS-FULL HT L J ' w O TO BE INSULATEC✓AER N.Y.S. OR DRAPED BLANKET o �— INSULATION TYP. BEAM POCKET 4" WIDE J015T �� IU r CODE �/ ALL EXPOSED NOT WATER WRAP ENDS DR D.O. 2X12 FLUSH g ' I PIPING AND/OR HEATIN6 DUCTS N O" SEAT.T.O.SEAT - - - - _- �_ Al > � j' ' TO BE IN`#XTED A5 PER N.Y6. OLu N ELEV= (-)1'-I�" Q `n _ _-- l 2 I E�LOOR JOISTS i GODS. i 0 KET OR PROVIDE u� -- - 1/4-x-q-�/-2-L '� = Ib O.G.- _- I O - (2) 2X12 L IQ _ D.o. �x (� I " AIR SPACE ALL 4"WIDE JOIST HD _ - } 51 5 SEAT.T.O.SEAT - L �TRDER _8" _ I -2° m T.O.W. -� (� — -- u) J Q - ELEV= L J L- ry 1 = I ELEV. =0- ' - — - --- - - UNEXGAV. 2x12 FLO R JOISTS \ 0 2x12 FLOOR (5T �- - r- r -g� .,- '. = i11 -- 5 J/4�(q I/2-L - -- --- - . `n �' te r- r- r` CO 4'PL.SLAB WITH ® I "O.G. _ --- - I i�- - I- - - - HD ►ii �; 6k6,10/10 H.H.M. a - - - - - .O W. �- rc' 4- '\ cxv. 3-8" - - _EVL 61RDE __ c Q N N N M r `� N "r; OR FIBERME51H -- - 4" -0" 3; J L- J c- FD1 p o J / 2x12 FLOOR J015T5 UNEXGAV. , HI N3500 P51 `� o T_ N� - 3 - - --- =�-- -- - - -- -- - / - I ® Ib" O.G. 4" P.G.SLAB WI H /� 4 - _ 6x6, 10/10 W.5, 7 r 8 4-6" I-0 2' b' l-2 - I 8' :' 2"x 10" FDI 62-5 0 0 - - - o o \ N OR FIBERME H. FD1 x - - _ MIN.3500 P�I -- — _ _ u� r SLAB SEAT I' 0" -I F_ - , 3 4 x '- cs GONG. s cv HD #5 GORNE REBARS H/ 4'-0" 5 62-5 FDI _ 2"x 10" g Z -- LE65 ® IOPOINT OF FW-2 _ •r- - L (2)2X12 FLUSH FOUNDATI N WALL $ 1'-6" I - SLAB SEAT C/) a 6 z cn v� a 04 Cs�Ls FROM TO 8 #5 CORNER REBAR W/ 4'-D" ' I 0 3 2 0 0 0 o o z w UNEXCAVATED TYPICAL HD U5 �n Vn Q �) 0 3_ p UP 14R LE65 @ MIDPOINT 0 - - - _ - > 5 5 w > > a Q 4"WIDE JOIST GARAGE SLAB , -� . w w w J w w N J L' o FOUNDATION WALL I'-6" ( ___; __ a a a w a a m m 0 SEAT.T.O.SEAT I 2x12 F OR JOISTS *4"P.G.SLAB(MIN.3500 P51 GONG.) Q _ _ _ T- - - - - aJ ELEV= (-)I'-I " I ® I "' G. s REINFORCED WITH bxb,10/10 W.W.M. �tl I FROM TOP d BOTTT M. UP 14R _ O T `r 14'-2" �t 8" *TAMP b FILL TO 95�DENSITY (� II l 4"WIDE J015T *SLOPE 6ARA6E SLAB DOWN 2" O (2)2X12 FLUSH 2x12 FLOOR. Ol-5T5- Q_� jl i AT.T.O.SEAT `Q' TOWARDS 6ARAGE DOOR / I "O. ELEV= (-)1'-I� a� 5; "x q 1/2" LOW14' - - �- — -- _ w I UNEXCAVATED TYPICAL C L6TRDER L _J B a o " HID - - 62-5 a I I 7 0 6ARA6E SLAB ---L - _ 4 P.G.SLAB(MIN.3500 P51 GONG.9 2 12 FLOOR J06T5 N Z 011111 N * -- -- _-� -- 5 I/4 x q�12_ -- REINFORCED WITH bxb,10/10 W.W.M. --- — B o ® Ib"O.cY. w *TAMP b FILL TO q5�EN51TY - ` -- _ W a LVTRDE HD B2-5 `r 10" 2'-(69 `t II'-8" 8 17'-10" J i O SLOPE GARAGE SLAB DOWN 2" L _ ` L - � � TOWARDS GARAGE DOOR 2xf2,FLQOR J01 5 � ® I6" O.G.o O m B W z W I1'-lo" 2'-6.. LI O.. v B2-5 > Y HD • 4" WIDE JOIST 8" P.G. FOUNDATION WA L W w SEAT.T.O.SEAT WITH DAMPROOFIN6 ON TOP OF WALL R 8' P.G. FOUNDATION HALL O ° 4" 16"x 8" DP P.G. FOOTING DN= -I-2 I 82-5 W TH DAMPROOFINO ON Z ELEV= (-)1'-I�" C) I "x 8" DP P.G. FOOTING 4" WIDE JOIST • HD 4 ' I SEAT.T.O. SEAT 0 Q v 2x12 FLOOR J015T5 �. TOP OF WALL 4" • � „ i ELEV= (-)I'-I�" ® I6"O.G. o AB B AB 8.. DN= -I-2 ❑ z 2'-0" 2'-6" 2'-6" 0" II'-4" '� 10" �' r = 7r Irp 3 .l 2x12 FLOOR J015T5 J CD v FD 1 B B o ® I6"O.G. O �' �-I } 10" '" II'-4" 10" 2'-b" 2'-b" 2'-0" z 0° J HD o HD v I FD1 Z 0 2 0 2" HD p < T C F� - - i ti 01 LINE OF FRONT I -01. I6'-0"M.O. I'-4" I I'-8" I6'-0"M.O. 1 0' FD1 FOUNDATION HALL® GEMTER LINE OF J � - � , . $ " 2 BEDROOM#2 UNIT l 7_p 13'-O" IS'-4" 2 HOUR FIRE RATED 18'-8" 13'-0" RES15TANGE HALL Tf-0 A55EMBLY ❑ >'/ _ v� UNIT 8 A A UNIT 7 F B-2 ALT-2 (MAGNOLIA) 62-5 B2-5 B-2 (MAGNOLIA) J NUMBER w2016023 MULTIPLE LVL GIRDER GONNEGTION5: GENERAL CONTRACTORS AND SUBCONTRACTORS TO REVIEthV THESE UNIT 8 UNIT 7 DUET CLUSTER. Q SHEET NUMBER HD= HOLD DOWN GONSTRUGTION DOGUMENTS UPON RECEIPT FROM ARGHITEGT AND FOUNDATION PLAN -W--%LEOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONALz AB= ANCHOR BOLTS® TOGETHER W/ I/2" BOLTS Q 2'-0° O.G., 2° MIN, GONFLIGT5, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEA5URE5 Z 1/41'=11-0" (B- 2 ALT- 2 ) (MODEL B- 2 ) FOUNDATION PLAN " GARAGE 51MP50N FROM TOP BOTTOM, MIN. 4 FROM ENDS PRIOR TO GONSTRUCTION. DO NOT SGALE DRAWIN65. DIMENSIONSv� STRONG WALLS 2 � 2 SHALL BE GALGULATED AND NEVER SGALED UNLE55 OTHERH15E NOTED. Wp COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Fri CENTER LINE OF C/ _ 2X - 38'-e" 2 HOUR FIRE RATED 38'-4" Z bxb P.T.P05T WITH I i 10" SQUARE 1113,t C7 PERMA RESISTANCE WALL E 51MP50N 8652-3/b P05T I A55EMBLY ❑ 1° CAST COLUMN #46382 Wl IIF GAP ANCHOR 4 51MP50N 14'-2" I SQUARE FLAT GAP 4 BASE 10" SQUARE HB46 PERMA CAST COLUMN -(�T2�cap.T.-gI _ _ _ _ �� bxb P.T.POST WITH o �,� ABU66 P05T BASE(TYP I GOVERED 1 #46382 W/SQUARE FLAT GAP 4 BASE i 51MP50N Br-52-31(o P05T U -ALL COLUMNS) (OR EQUAL) - CORNER o A A I GAP ANCHOR 4 51MP50N ❑ V 0- °'• 11z COLUMN TO BE PROVIDED (OR EQUAL) - CORNER COLUMN TO BE 14 2 Z wPORCHo ABUbb POST BASE(TYP o + ALIGN TOP OF PROVIDED W/SPLIT KIT 0 N 3 , �• I � VV KIT 1 i rn � TRAN50M5 II'-0" 14'-b" 14'-2" II'-0" 13'-2" 2'-0" H '� - ALL COLUMNS) � � � � Iq ~ c _ (2) 3016 TR � - �--r r ` `�' (2) 3050 DH (2)3016 TR (2))3050 DN o (2)3016 TIR "'I ALIGN TOP OF GOVFRED I I o a) o N} DI �N " (2)3050 DH (2) 3050 DH TRAN5OM5 PORCH _ Q H ^ n ® 8-0 HD HT , n , „ ® 6-0"HD HT , " , „ ® 8-0 HD HT „ , ® 8-0 HD HT , „ , n , " 1 �= � � '=Z 5- 5-b b-10 1-8 l-4 b'-10 5-6" 5-6 6-1 61-11, w Z U coLo I 0 L � M N� r - - -Ir - - - -1 2 I xi ( inn V a o `-�° � I HD L - - - JL - J HPN 1 - '" I IN 4 ❑ �/ U r 1: LoNco g016 TR / O - - - - - d Iq x in cr) = II 6080 5L. L. DR W/ 016 TR (2) 2X10 HDR J r )r I (2) IS 51D LIGHTSHD L - `°- J L - - - J HD DI I 1 � Q I 3050 DH I �:/�zr - - -�r - - - 1 I DI 0 d mXDI L - - - - - - J HD g016TR ROOF TRU55 GIRDER _ c� ROOF TRUSS GIRDER _ _ e p Iq (2) 2X10 HDR 3016 T 6080 5L GL. DR W/ m o I ® '-O" HD H- (2) 18" IDELI6HT5 DI I- - - - - - - - - iv - - -ILJ (2) 2X HDR �? r - - - 1r - - - 1 DI I I 0 _ � I I-0"GEILIN6 � ,' \ 1q f`+ � 0 3050 DH - �` \ / HD L - - - L - - J HD BREAKFAST 0 _ _ _ROOF TRUSS 61RDE cv _ _ — ROOTTRU55 GIRDER — —_ T, Iq 5.25" 11115" LVL HDR 'z AREA \ / I (2) 2X1 HDR o �- -� DI m - - - - - - - - - -r / II'-O"GEILIN6 - -N - - - `fl— - - 0 m \ / BREAKFAST 6" 14'-0" 3'-0" 4'-2" 2'-0" 4° I 14'-0" I I 4" / HD U 2816 TR® \ / AREA � 5.25"x II 1/8"L HDR J ❑ 2852 DH Q 21nG I I I 4„ �- - - - - - - - - -� — — — "? F_ o S'-0" HD HT L J cxv Di I I I I 14'-D" I 4" 2'-0" 4'-2" 3'-0" 14'-0" 6„ m (//) ' z 13'-O" TRA GEILIN6 I I - I 2816 TR® 0 m r---I I t I MASTER EDROOi l I I I 21 "G 1 2852 DH Ov II I I I I I I I DI J 8'-0" HD HT o PRE-FAB 11'-0"G ILIN6 I � I I ro 1 I ( 13'-O" Y GEILIN6 1 iz I � n' 0 Q FIRE LAGS GREAT ROOM I'---J o I - z I I I 1 MASTER EDROOM CL CL --� I- m I I Fw-2 1 11 PRE- AB 0 m inI cz r jz II-0 GEILI 6 I I m I I II 0' FILING Qj� TEMP 6L DR5 Q r7l on 1 I 1 I L--JI GREA ROOM FIREP AGE Z El KITGH N o0 0o i j j z I = - RAI5 D HEARTH I I I I I m zo 4 W 1 I II'- "GEILIN6 r in I r _ _ _ — _ — _ •— I I 00 KITCHEN I TEMP 6 DR5 ENERGY o 2'- „ 6„ 16'-4" 4 b' b" 14" , 3'4'/ 4„ 5-0 4" 5 L"\ 4„ I I I i RAISED HEARTH 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF 4 2816 TR® I I = / ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OW tr a� - O / \ I N 2852 DH I I ry N rn - - - 4�� /5-0 4 5-0 4 3\4 4" 6- 4 164" - 2. ALL CONS RUC N L OMPLY WITH THE 2015 INTERNATIONAL ENERGY 6-0" HD HT tt KILIINII �CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION �- J �r 68 / \ I 2816 TR® WSHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAMM TO 12 10'-0" GEI INC - - - `tx2852DH EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. -________ -.4'' 4'_2" 4n 2'_0ll 4" 10'-O"GI -n N 8'-0" HD HT ❑ 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND DI X66 WIG �WIGL� X668 gee J m (,/) POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. m PANT. LIN. w`0 I I w CERTIFICATE SHALL COMPLY WITH IRC N1101.14. I I I v - - � l0 I GL IN6 4 0 4-2 4 'T _4 - - DI O 12 I- cn I I l0'-0"GEILIN6 " n 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND I I - INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING Q L — J I WI GL I �`0`° /e68 LIN. PANT. N it SURFACES. (3)2816 TR® I �- -J Q I „ m 4" W 6 D 4 (- -I 11 0 CEILING L - _J U 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE (3)2852 DH - � ° ° 2 X 8'-0" HD HT I I I DINING AREA tr `t Z "ATTIC o SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE � GGE55 WC � 4" D b' W I 4" m o ❑ 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY I I _ L -1 (3) 2816 TR® F_ 10" SQUARE HB16 (2)2668 HATCH m 11'-0" GEILIN6 -1 [_ -1 Q SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. L J x I ® ° ° - - I (3) 2852 DH 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED = PERMA CAST COLUMN I, r -1 ry DOORS BIFOLD ®5D �bb� 5D b� 10'-0"GEIILINC © I WC z `r DINING AREA �, I I I a'-o" HD HT cn #46382 W/SQUARE HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL o - I I I 668 ti'0 MASTER EF z BE CONDUCTED BY AN APPROVED THIRD PARTY. 1 o FLAT GAP 4 BASE " (2)2668 _ - (OR EQUAL) - I (3)2X6 21 G DN 14R s BATHROOM 10'-0" GEILINC ?6 5D® X668 ��' SD® BIFOLD a? ry F_ � 10" SQUARE HB46 PERMA 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO CORNER COLUMN TO l J P05T pl 0 EF© 6 b� DOORS m I � I CAST COLUMN #46382 Wl ❑ A MINIMUM OF R-8 AT 3" OR GREATER IN DIAMETER AND R-6 AT DUCTS BE PROVIDED W/ _ 4" 4" 3'-4" 4" 10'-4" 4, MASTER z e ,�� I I _ LESS THAN 3' IN DIAMETER. N SQUARE FLAT GAP d BASE o a SPLIT KIT - - - - - - BATHROOM 21 "G I I HD - - a DN 4R (3)2X6 (OR EQUAL) - CORNER'� ❑ 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE N - -_ - - - - ��6 GL. Q o pl P05T L -1 I COLUMN TO BE PROVIDED SEALED. <s — �r 4" I0'-4" 4" 3'-4" 3'-10" 4,. i 1l_O` 8,-o„ 1_O o TUB „x 3 iv W/SPLIT KIT B. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR F X q,-0n 50 SHWR PAN o _ — — — — — — — — 0 HD ll___� LEAKAGE BY AN APPROVED THIRD PARTY. m 1q GOVERffD I I GL. >,� 1 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 5016 TR DI I�� I PORGfN I Q NOTE "5 _ _ TUB o `� `� „ I� I = II'-0O"CEILING I I 0 x -O 8l_0" 0 r ;fl 3080 EXT IN5UL DR �- I 1 ;fl ( (4) 2xb P05T II SHWR PAN X q'-0"50. Ig `T IONECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F 1 286 INSUL DR- I i GOVERED 5016 TRm r W/(2) 12" „ �`+ ;- FOYER 45 N.FIRE I I TEMP. GLASS - - NOTE "5": - 11 I I ORGH I i- DI (3) 2x6 HDR r DEGREES OR <55F DEGREES SHALL BE INSULATED 5-4 I I SIDELIGHTS ,, RAIZ �W/SELF 1 TEMP. GLASS �o � `° II 0 CEILING- WITH R-3 MINIMUM. I I I I - GL 1N6 DEVICE I I PTN ON 2X4 I PTN ON 2X4 I I 3080 EXT INSUL DR :a N Co n 122 n 3 4n bn 10-0„ 4'1 3 4n 6„ `p I I I KNEE WALL 2868 INSUL DR- FOYER w 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE KNEE WALL 45 MIN.FIRE '- `�' I I 5'-4" W/(2) 12" "' Q co N N ri r� IRC IMC 6x6 P.T.P05T WITH (4) 6 P05T I N N M M co / 51MP50N BG52-3/6 P05T ' HO 602 I RATED W/SELF SIDELIGHTS I IT 11EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD _ _ _ _ _ _ I ROOF TRU55 61R ER I _ _ CLOSING DEVICE GAP ANCHOR 4 SIMP50N - -- - -'�- '� 6 V " I b I_ CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS N L ABU66 POST BASE(TVP I I I I 3-4" 10-0 -4 6x6 P.T. P05T WITH m I I I (4) 2x6 POST _ 602 RATER. m ALL COLUMNS) Iq o WC L �( ® I I I OOF TRU55 GIRDER K HD 51MPSON 8652-3/b P05T 131JGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES 5D TW GAR GARAGE I - - - - - - - ABUbb POST BASE(TVP MUST HAVE HIGH-EFFICIENCY LAMPS. pl o GL. *4"P. 15LAB(MIN.3500 P51 GONG.) III cn REINF GED WITH bxb,10/10 W.W.M. v DLAV ALL COLUMNS) gz14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC 3030 AWN b" S'-6" EF 4" 4'-6 4 Y-4" b p * III ® o m 5LO GARAGE 5LAB DOWN 2' Sp WC 19 cn EL g CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND ® 8'-0"HD HT „ 8 I - 10-0 GEILIN6 sr6 `t IOWA 5 GARAGE DOOR 0 I I TWO GAR GARAGE GL. o DI m - z z z 0 z z z N INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE m O BATH #2 8 l TY X"GYP BD ON GARAGE -' III _ 0 0 o i= o o FL w RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE m WALL CEILING N 5 * n " - © :y 4'P.G.5LAB(MIN.3500 P51 GONG) 6" 3_4 4 4 b 4 EF a-6 03 6 3030 AWN m L j � W ¢ cn DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE 0 * "TY "X"6YP BD ON INT OF LIVING p III FW-2 REINFORCED WITH bxb,10/10 W.W.M. �0 8'-0"HD HT = w w w Lu w w N J MECHANICAL AIR CONDmONING, VENTILATION, HEATING SYSTEMS (NEWT, �r 5PA6� OMMON WALL5 TO GARAGE I, , o *SLOPE GARAGE SLAB DOWN 2" p'P 10'-O GEILIN6 m w m o5 U EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF HD ' 'Lbs 111 0 LL 11Lul p TOWARDS GARAGE DOOR _ BATH #2 © m REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. Iq ��68 ®5D to o u I z! N * "TYPE"X'GYP BD ON GARAGE 6 N WALL5 4 GEILIN6 0 N 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC. DI �,L, 4 z NII I B *�"TYPE"X*GYP BD ON INT OF LIVING X66 `r HD o 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED 62-5 in c� I i 82-5 SPACE COMMON WALLS TO GARAGE TO COMPLY WITH THIS CODE. Obi b" (R-21) BAITS iv I I I N mI I I Obi 1q 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR - II'- " GEILIN6 � 5D® EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH BEDROOM #2 I 1 DORMER WALLS I I B B 5 a Iq I I ABOVE 11 I Iq 6"(R-21)BATTS o6 SECTION N1103 CONTROL SYSTEMS. HD I I 8 IZ 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE NR SEALED AND Q LI 2'-6" 6„ 12'-0" 6, DI I I 18'-O" I 4" DI 2 II'-0"GEIL N6 INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD '� I I FW-2 Iq BEDROOM #2 0 IL } OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO I iti 0 m INSTALLING INTERIOR GYPSUM WALL BOARD. III 16010 OH DR III I:414" Iq DI bn 12'_0" bn 2'-6 D o W w iv 0 - _ - _ _ - _ - - 0 1 T_n > '- HD � - - - 5 1/4"x Ib" LVL HDR - - - - - HD DI W w w _ = Q r D/21 D/21 1z 16010 OH DR N 1 Z _- - - 2015 IRC- 62421.8 (503.8) D/21 — — — — — — — — — — — — HO '� w v HD 5 1/4"x 16" LVL HDR _ '- 4 VENTING SYSTEM TERMINATION LOCATION: N (2)2X10 HDR 0 pl D/21 0 1 ❑ O THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF 10,000 BTU PER HOUR(3K4 OR LE55 SHALL BE LOCATED AT LEAST HD HD DI 62-1 ❑ 6"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN o r — r — P-4 APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT iv L - -(2 zol TR_ - - J 1 1-+-i �j j U OVER 50,000 BTU PER HOUR SHALL BE IN5TAH ED WITH A q INCH - - - - - _,(2) H - - - - - - - HD SEAT 0 I ® 8-0 HD HT iq J (2) 2X10 HDA `- o m VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT Iq � D OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT DI D1 - _ _ _ - z z TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND r �F �- _1 Q THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE, A A L - - (2) 16 TR J DI Z h AI l'•/�- o w B2-5 I 2-5 Ig ®(e) 0 HD DT Air ~ LINE OF UNIT 8 t DI 4'_0" 4'_0" BEDROOM#2 ��� ,✓� ��` r,' �j Ir n 4" I'-4' I6-O" R.O. „ 2'-b" 8'-0 2'-6" Q` if ✓111_ 2015 IRC- R312.2.1 WALL BEYOND IN DY�LLIN6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE I-O I6-0"R.O. I-0 " �^ WINDOW OPENING 15 LOCATED LE55 THAN 24" ABOVE THE FINISHED „ FLOOR AND GREATER THAN 12" ABOVE THE FINISHED GRADE OR 2'-0" 2'-6" 2'-b" 13'-0" 18'-4" 18'-8" 13'-O" 2'-6" 2'-b" - e OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE CENTER LINE OF 1 02 OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: * OPENINC75 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO ` 38'-4" 2 HOUR FIRE RATED 36'-8" 2'-O" � RESISTANCE WALL ' PA55 THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. 2 A55EMBLY FLOOR PLAN ❑ * FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20gO FLOOR PLAN (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO UNIT RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY LIVING AREA= 15gQ 5Q. FT. 1 4 �=1 -�� LIVING AREA= 15aq 5Q. FT. JIB, MBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE B-2 ALT-2 (MAGNOLIA) B-2 (MAGNOLIA) WINDOW UNIT To LE55 THAN 5.1 50JARE FEET. 6ARA6E AREA= 51150. FT. 6ARAC AREA= all SQ. FT. �016023 COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 250 50. FT. w ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE " EF =EXHAUST FAN: GENERAL GONTRAGTORS AND SUBCONTRACTORS TO REVIEW THESE < SHEET NUMBER NOTE R: AND TWO-FAMILY DWELLIN65,TOWNHOU5E5 STAIR MANUFAGTURER TO MULTIPLE LVL GIRDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTE "V"': CON5TRUGTION DOCUMENTS UPON RECEIPT FROM ARGHITEGT AND UNIT 8 UNIT 7 DUET CLUSTER = PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNIT5 IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 GFM CONTINUOUS * ALL DRYERS TO BE VENTED REPORT ANY AND ALL DI5GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL a NOTE' �� APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT ALL WINDOWS SHALL BE TRUSSES W/ 12 MIN. HEEL BUILDINGS(CONDOS 4 GO-OP5)AND UNITS REPORT ANY 0I5GREPEN6IE5 TO OUTSIDE AIR PER CODE OFFERED FOR SALE,IN THE IMMEDIATE TOGETHER W/ I/2" BOLTS @ 2'-0" O.G. 2" MIN 602 GARBON MONOXIDE * ALL WA5HER TO BE CONFLICTS, IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE MEASURES Z ANDERSEN 200 SERIES HEI6HT5 (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 GON5TRUGTION. DO NOT SCALE DRAWIN65. DIMENSIONS SHALL (B- 2 ALT- 2 ) (MODEL B- 2 ) FLOOR` PLAN U) & MIN. 4 FROM ENDS 2 3 DE516NED BY TRUSS ENGINEER GLAZING FLOOR LEVEL GONTAININ6 BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, ® SMOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. w FABRICATION. 5D I ❑ COPYRIGHT GRCH ARCHITFCTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: 16-2"GABLE WIDTH INSTALL IGE 8 WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO bxb P.T.P05T WITH W MANUFACTURERS SPEGIFIGATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 0 0 51MP50N BG52-3/6 P05T PRODUCT WARRANTY AS THE ROOF FRAMING' MEMBERS. - GAP ANCHOR 3 5IMP50N 16'-2"GABLE WIDTH o ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING ABU66 P05T BASE(TYP = 2 LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN _ ALL COLUMNS) 6x6 P.T.POST WITH U �' APPLY IGE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING - - - _ -, 51MP50N BG52-3/6 P05T p = Z r , AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5°G) OR HIGHER. I--{— D•o_ (3)2X8 P:T�IRDER- GAP ANCHOR B SIMP50N o V CODE. ABU66 POST BASE(TYP 0 = PRE-ENGINEERED ROOF ( -ALL COLUMNS) _ TRU55E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE II'-O" PL HT. II'-0" PL HT. - - - _ - C) STRESS DESIGN: i 12 12 �- U ■r""'I U a>, +- -E3)2X8 P.T.-f�IRDE -� - D Q-- -'� w N Q o D (EQUATION 16-8) lO a -I q IOR A I A 11'-0" PL HT. I V) 2} 51MP50N 5TRONG-TIE D + L (EQUATION 16-9) j I I B2-5 82-5 ( II O PL HT. v, �Z _ MT5 STRAPPING(LEN6TH5 VARY) D + S EQUATION 16-10 ND R' ! 12 12 0 w M ( ) HATCHED AREA INDICATES I'-O" a Q I'-o" U Q o 3 2 v CONTINUOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) Iuul LOCATION OF FIRE RATED ROOF I TOP OF TRU55 HEEL I IL d WALL 5HEATHIN6,4'-0" FROM OH. I OH. = r D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) Wit! N yl ❑ (� M y � ix 1= 1 CENTERLINE OF 2 HR FIRE �I NO "R" c i HEEL HEIGHT VARIES-SEE TRUSS DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W o o RE515TANGE RATED WALL LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL x - A55EMBLY CARRIED THRU N V ISI p= ACTUAL HEEL HE16HT5 N� I1-0 PL HT. xl i BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 ATTIC TO UNDERSIDE OF NI OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND �I L _ - - _ _ _ _ - _ I'-o" ROOF 5HT6.- TYP i SPEED (101 MPH BASIC DESIGN WIND SPEED) IN - _ �. �_ OH. ALIGN FASCIAS o IX 12 EXPOSURE CATEGORY B. NOTE "R" / 1 8 2 11'-0" PL HT. / �// _ VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE / j// //%j' F OHNE 2-1 ALIGN FASCIAS IOH! I„ __-_ 1 == --° 1 - J Z _ FOLLOWING DESIGN LOADS: _ _ ROOF TRUSS 61FDER _ ROOF TRUSS GIRDER _ _ - -- _ _ f / \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND - - --- / 'fr{ - J, NO E R q ( O LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD '/ / / /' / ~ _ - _ - � \ �j j/ I ,/j / : � it � U UP LOADS AS REQUIRED BY ASCE7 10 TCDL 15 - _ _ // // } 1/ jL ROOF TRUSS GIRDER I ROOF TRU55 GIRDER _ GUTTER PSF, BCLL=1 OPSF, AND BCDL = 10 PSF. PROVIDE -=� - -� / %/ / / j, ; _� - - -�'- - - lI- I- 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE / j/ / / NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. z I2 - ///j// /jy�j i/� r!1 �- _ _ __ - --- I- 0 8"FASCIA BD E31-4 � // // . 1 // / TRUSSES SHALL HAVE A MAXIMUM TOTAL LOADIT !/// __ DEFLECTION OF THE LESSER OF L/360 OR .75". 12 ua ,� //////� /j 12 ~ 12 LL q '/ / z TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO I " /� / /� / /// %� q ~ RUS VENTED VINYL 5OFF ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR �� / / /j� / � - , Z 1 m TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL -� F INCLUDE THE FOLLOWING INFORMATION: �Q- INT.BEARING TRAY GEIL. /j///j// ////// ; GSS -�, ❑ L WALL BEL�A 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 2. LOCATION OF ALL JOINTS. b" ;jj/j jj j j%/j/ �� I� � 3. REQUIRED BEARING WIDTHS. oH. ®� /////j //j/// TRAY GEIL. IN .BEARING <<`� L ' LEADER TO IDR - TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. ' /�// / // /,�/ / W LL BELOW -I 4.2. TOP CHORD DEAD LOAD. I ,// /// //////�' r�=- 6" 4.3. BOTTOM CHORD LIVE LOAD. / /% OH. ~� 4.4. BOTTOM CHORD DEAD LOAD. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I I cv //jj%/ (, 1 �'/ '' ' O^ • •'+ APPLICATION. FLUSH ROOFS //' / 4.6. CONTROLLING WIND LOADS. ,//jX/j���I I //j/// r - U) 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR /" f j//jj _- -� N DETAIL DESIGN VALUES FOR CONDITIONS OF USE. //// /// // ___� __ FLUSH ROOFS 6. EACH REACTION FORCE AND DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, SS NOT TO SCALE _ THICKNESS OR GAGE AND THE DIMENSIONED LOCATION �?o _ _ /// j/ ///' `' ❑ O OF EACH JOINT CONNECTOR EXCEPT WHERE A SYMMETRICALLY I TRUS ID6E > /" LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 p - NOTE: GA MIN THICKNESS GRADE A GALVANIZED STEEL GS J _ INSTALL HALF OF '� PLATES. ti / / i a - - - -- -- --- ---- ---- --- ---- --- --- N�zx/EN )yG � �/VEN FASTENERS® EACH o I // // // { F- END OF STRAP o� 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH TRU RIDGE W/VENT / // MEMBER. — / / RID6E5 TO H 9. CONNECTION REQUIREMENTS FOR TRUSS TO � -,� / '~ ALIGN /- _. -__ ___ rill � rGIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD �__ �/ �-�V /'��i% TRUSS RIDGE W/VENT Z V ® SPLICES. II'-0" PL HT. J / �' �° / / / / /Ik /'. jl � I- - 12 eoa®® 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS _� U ° ° MEMBERS. ;- /// // / /, / „ PL 0 SWSA srtwrx� 12. REQUIRED PERMANENT TRUSS MEMBER BRACING '/ // / , / '/ X2_4 \ O ° ° ° -TIE tib LOCATIONS. �� CARRY IGE S WATER SHIELD ° :? ° ° FOR MIN OF 3- ALL OH. 1 (3) 2X6 P05T DIRE6TfON5-@ 4qq R5EGTION 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH i.�, OF METAL 8 A PHALT ROOFING ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND C SIMP50N5TRON6-TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD MT55TRAPPIN6 TRUSSES SHALL COMPLY WITH ANSI TPI 1. THE TRUSS _ .� I� —1 PROVIDE IGE 81 SER SHIELD -- /�//// i'//j/��// I1 --�, _\ I- ---- ---A - (3) 2X6 POST OH. ANSI/ ,� ON ENTIRE DO ROOF FOR ,� �- 4-IOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY I �, / / / - -- - (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF �_ w1 12 SHALLOW PITC H / ,{ /tel L/ _ - NEW YORK. w I I I- - - - ---I - * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS -� N - ROOF BREAK 11 � H �H i/ �- - - -- SS -- --- --- --- - w vi 6 � � N OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND �� Q L- DW �'% o N N N (h � cq of U5E IN COMBINATION ONLY DETAIL 2I-VT // , ; / _ _ __ —, o N N M ,- RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. /// /� ' k `/' // �- -- -J F- JN H EN 5TH AND RAETER5 * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH XI O J ` xi �<Y ////, Y/Z//,j/- N THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT � I DO NOT ALIGN NOT TO SCALE I 5TANDIN SPAM {i p I / ' / / J_ B2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING METAL Rto r i j/// / /j%/ /j j w ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 6x6 P.T. P05T WITH - - I --RooF+Ru55 61 R _ - - -' .: oo ,/i�/ / / r ,2 //, u� �- I TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER SIMP50N BG52-3/6 // // ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. 12 P05T GAP ANCHOR _ TRU 5 61 DE 1 / / ij/// rj �; +/- I I I� - 9 _ z z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND SIMPSON ABU66 1 _ - - 1 - - '�j/; /./ ' (,I/j/ j/' `f' I �� I I g g �� 1 / / / / / — — fi bxb P.T.P05T WITH z a P05T BASE(TYP- — T / // / J, t I 66 z � 0 a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR - + �� ( //' // / ////, 51MP50N BG52-3/6 z z z o z z z N SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN ALL COLUMNS) c e :1 /// '/// /// '' i z OfLu _ / /��� _ _ _ _ _ - - _ ----ROOF _ _ o V) ( a a g Q m - I // // / ' i//i// , R F TRU55 61RDER ] P05T GAP ANCHOR d g > - _ co DESIGNED AND INSTALLED TO PREVENT ROTATION AND 1'-o, - / / ;�, ,j/" - __ ___ __ --_ 1 �- 51MP50N ABU66 P05T w w w w w w N // // I L- -- _J - BASE(TYP - ALL w m m U PROVIDE LATERAL STABILITY IN ACCORDANCE WITH OH I ° , / // // �o�. ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA III NQ r'" ' o GOLUMN5) 51DEWALL ABOVE I / // LOWER ROOF _ B01 GOOD PRAC�ICENFORA HANDLINGRMNSTOALL NBC&) GUIDE I i I i/j //j j //j�/j j --� �� - " ]1'-0" PL HT. J \ 12 �� �I ( 1 j , ,/, /" I o 0 / / I 0 -- - OH. N BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. Q�- ,/ N TE R • N * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS �T OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN NOTE: INTER5EGTIN6 ROOFS I I 2 HR FIREWALL BELOW ROOF - WEAVE ROOF SHINGLES AT I I I CARRY TO UNDERSIDE OF ON TRUSS DRAWINGS. / + L 1 //� //� / /// �_ -_ ___ / _ - * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED o NOTE "R' oI �/ //j j/j /j/� ���e T� ------ ------ - - --_ - _ II'-0" PL HT, Z INTERSECTION OVER IGE SHIELD I I HIGHEST ROOF SHEATHING - B - I / ," / / / B I DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY --� I , .,I m I / // / / z � N �\ MEMBRANE - GARRY MEMBRANE MIN. 24" NP B2-5 11'-0" PL HT. //i //// ,� {/; ✓; // 62-5 ° - y i w I WITHOUT THE APPROVAL OF A REGISTERED DESIGN I-0 OUT IN ALL DIRE(TION5 OF I I I iA I (� PROFESSIONAL. oH. I // / / // NOTE "R" ° n' r INTERSECTION - * 12 12 I $'/ ' /// / // // - _ - - - - - 20'-3" HIP PL HT - - B 0 m THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS f _ Z N, AND METHODS OF ERECTING THE TRUSSES. THE -f B2� jjj/' -L�=_ _ - - - -- -_ _ _ _ - w w Z I I I W J CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I 62 5 '//' //// I; // T lo�. w W BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE w // /// ;,�// / ' $ Q = w a w Lu J I Q w /// /// /// /// o o I- � I D z / " / i / // // o s 2444 DH IN z l— —J v o INSTILLATION OF THE TRUSSES. / _ o 0)D_ I I 8 q PL HT. E 6.. � iv AV 61 ,�/ j/// i i////%/// N ABLE END WL � � � 0 N I I ( OH OH/� /// 9/Q"h` �T GARAGE 10'-0 HIP WIDTH 8'-9" PL HT W Qn I I ROOF TRU55 ABOVE FLOOR � � - r _ �/ / /// //�A /�,�{ • ABOVE ,� � y J o I I HIP RAFTER - - �tz / /f5I �,, OR 12 12 - O SIMP50N HGP HIP i'-0" b= _ /�`�j I/ /�///�, + +/- I I +/ I I ❑ OH. I SEE PLAN ! NO R' r p I I CORNER TIE 51DEWALL ABOVE LOWER 6� 6i L) 13'-S" DORMER PL HT FRAME / //' S I'-0" II-- ROOF _$__- _ _ I'-O" ABOVE 15T FLOOR OH. // ///// (;, ° 11'-0" PL HT. �� (�� PG A OH. } -- OH. // �// /' ��' NOT R ss z Z I o 11'-0" PL HT. FALSE DORMER TO BE 1 I'-0" 9 1 a BUILT OVER LOWER ROOF I OH. Z v o °o o q'-O" PL HT. 1 — - —12- - 12 — --- --- C7 0 0.. ......m... - ---- n 3 -- I I 11'-0" PL HT. W b'4' 5'-2" SEE DORMER PLAN AT e o� L[- -- -—]T___. „ _ �� ", 0 GABLE END DETAIL b -- 6 =o ��s✓ I 1 ( II'-O" PL HT. OH OH m2 CENTERLINE OF 2 HR FIRE �v w i; " T, -< _J RE515TANGE RATED WALL J / I,�' TRUSS RIDGE W/VENT EXTERIOR HALL A55EMBLY CARRIED THRU ROOF WEAVE DETAIL 4 AREA OF ONE ROOF UNIT 8ATTIC TO UNDERSIDE OFUNIT 7 , ROOF OHT6.-TYP C 1 TOS ��.AT� I 1 I� BUILT OVER ANOTHER A A ❑ * , NOT TO SCALE B-2 ALT-2 (MAGNOLIA) B2-5 B2-5 B-2 (MAGNOLIA) DETAIL B2 -4 - GONN�GTION B2 -4 _. J NUMBER 5 GUTTERS $ LEADERS INSTALL IGE AND NOTE R: w 6023 ALL 6UTTER5 4 LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-EN5INEERED ROOF UNIT 8 UNIT 7 DUET CLUSTER Q SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. 5AU5E, SLITTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-EN5INEERED OVERLAY PRE-EN5INEERED SCISSOR TRUISSES W/ 12" MIN. HEEL MANUFACTURE'S ROOF TRU55E5 ® 24 O.G. HEIGHTS (U.O.N.) ® 24 O.G. RELATED 4 REQUIRED ACCESSORIES. "LEADERS SHALL BE MIN. ROOF TRU55E5 © 24" O.G. B2 � 4 a=. MAINTAIN IGATIONS TO (B- 2 ALT- 2 ) (MODEL B- 2 ) ROOF PLAN 2 x3 , .027 6AU5E W/ CLIPS � ANCHORS. CAULK � SEAL ALL DE515NED BY TRU55 EN5INEER DESISNED BY TRU55 ENGINEER DE�ISNED BY TRU55 1/4 =1 -0Z JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS MAINTAIN PRODUCT � 5" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). WARRANTY ENGINEER o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I 48" MIN 48" MIN Cl) GODE SECTION 106b-EXCEPTION 4: D E F)I GN N®o U 3 3 6 2 HOUR FIRE RATED RE515TANC E WALL A55EMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G- RUNNER TRACK z AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 1066-EXCEPTION 4: „ W 2 G-RUNNER TRAGK2 -CAULK FDR E SHEATHING 15 INSTALLED FOR A DISTANCE OF 4'-0" ON BOTH 51DE5 2 HOUR FIRE RATED RE515TANGE SMOKE TIGHT JOINT OVER OPTION#I o WALL RATING - 2 ]ESR. � � OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY WALL ASSEMBLY MAY TERMINATE AT FINISH RATING 120 MIN. THE UNDERSIDE OF ROOF NONRATED METAL EDGE FLASHIN6 OPTION#2 O 4b 4 SHEATHING PROVIDED THE ROOF 15 p V s STC RATING - 61 (SEE ITEM 7) PROTECTED WITH 5/8" TYPE "X" SECURE WALL SHEATHING TO G-RUNNER TRACK TYPICAL ROOFING Z 0 GYPSUM BOARD DIRECTLY BENEATH p N o THE UNDERSIDE OF ROOF SHEATHING ROOF TRU55 F_ = con S X�F- EXN 1_� A VX AND IS SUPPORTED BY 2" LED6ER5 U t5 m ` ATTACHED TO THE 51DE5 OF ROOF Z) U c N RAKE BOARD -TYP W N p o FRAMING FOR A MINIMUM OF - - _ - F- +_ N 2' H STUD TRACK AN y DISTANCE of 4'-0" ON BOTH SIDES (n .0 � - °. OPTION #2 TYPICAL SIDING -----------T ---- ------� V f ^•_-/ --^.� ,-�t� G U K FOR SMOKE TI H OF 2 HOUR FIRE RATED RE515TANGE x x Z i �° rn �'' `'• ? ` ! '"' JOINT OVER WALL ASSEMBLY.ALLOW NO I L J L Q W c Cl) ,� \ `• Z-._•;�'' :E HIDDEN METAL FLASHING: _ `-° t . VERTICALLY_....... •• ...,.,,................................._.. ALL 2 VE LT iti .. I- -�..,.,....•...,.,._.,..... ,�„ H.n. ...._-._............ • T__._ �. _.ru..uu•,n•••nw.......... ....... 2 TUDS CONTINUED TO UNE IDE 00 Ir... .... .�....«......_...._._. ............. - •-`---......._ ...__........ ....._._.--.. - O R OF SHEATHING A55EM BY RATED AG D SIDE. MINIMUM W , . . . .,`��......«........ n ...} \�T OPTION#I 2x4 LEDGERS W/ ❑ V M M GLA55 B ROOF 5HIN6LE TO BE c� l .•... s,-'.'�. I INSTALLED AI SPACE EA SID # �`•~f •1i OPT 2(TYP) ! ;#r' i• -_- m;a -._•__ri�_ _-...,...... - ._.n::� _ z u 2n n •' a,.�.- - ` '�: ----'w............_'� ~"�_ _.i OPTION#2 Y2 LONG a o .063 U56 ALUMINUM ♦ ~`• _moi '.yam ' , INSTALL �` TREATED PLYWOOD SHTG BREAKAWAY CLIPS ................. 3/4" AIR SPACE ; � ) OYP. BD. OR MINERAL FOR MIN 48 OUT, IF LOWER ROOF 15 SECURE ROOF 4t ,' WOOL FIRE BLOGKI LE THAN 30" BELOW HIGHER ROOF SHEATHING TO TRU55 TYPIGAL ROOFING ("ON F j G ATI 'J'ti,' 3 ��2 (R-13) 15ATT ASW GLIP5� OR .003 U30 -�- .063 U56 ALUMINUM Z ALUM ANGLE CLIPS -----------� T----------- BREAKAWAY GLIP5 O �_::`t'I 0 SET>T()�'[ {�': FROM AREA 551. '�I�?�TIONI WAIJ.-SITA:{i`�e3.Y'.. x x x - . I"' AIR SPACE � v t DOUBLE H-STUD TRAGK I"AIR SPACE I" AIR SPACE . , 4 , r"'~�, SCREWED BAGK TO BACK � 2; S ; ;,-14. !"�. 3 - (2) PIECES G.P. TOU GK I" FIRE6UARD I--- TYPE 'X"5HAFTLINER,WATER PROOF `•. � .t 1/2 GYP.BD DOUBLE H STUD TRACK SGREHED FILL I GAVITY AT FLOORS AND Z -„„www „ww„w„w„w.www„w_ ,.„----w.___w,.3„. . w_w-_ `s .i.,-.^__�__----- ,..••,.,...,� .r•-• •••:•••:••H BACK TO BACK CEILING W/GYP. BOARD OR MINERAL 51DE5 AND ED6E5 � 1-...,........ r '- b FIN15H ON BOTH ............................... 1........�-._..�._�-......r, ...........�f, BOARDS 6 O �r•,.... WOOL FIRE BLOCKING .«I f I AIR SPACE 0 i �:.. . '. . Ln ................................ ° :: ..:.::.... .:.':. 1`-. ....::..: _... ... '♦......._; ............................................................ -z...«.... -f---...........'' (2) PIECES 6.P. TOUGHROGK I" 2" H-STUD TRACK . ... .:.... "...................__-.... :,, . ....�. ... . ,._ ..... _.......... .._.:...___,.._,_..�.....__ W };iy -"• • • .. ..••..,.• FIREGUARD TYPE "X" 5HAFTLINER, Oj m rvw-_�_ • i..._._.__. .Y-y....r.r.-..• «..__. ••w._._r...r.•... .. �.r......-_--_ • .♦i,,..4 ....__........- .(w L '� WATER PROOF BOARDS W/ 2x4 P.T. SILL PLATE _ --- -- } _,�\I T�`•: t FIBERGLASS FIN15H ON BOTH SIDES ❑ v '� 1 _ _ t� ��r ....:: �t�frt� !.. a. ..................................----..;� ...�...---........r:. v.. ,�t Er �..•......__._._.....,,:; x...... ; AND EDGES F=IRST FLOOR i SUBFLOOR - GLUED 8 "'` RIM JOIST PER FLR J015T MANUF. x, SGREHED - RUN OPTION#I w, CODE SECTION 106.6-EXCEPTION 4: CONTINUOUS BETWEEN ,.JOISTS PER PLAN FILL I" CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY PLATES AT EXTERIOR ^;* 6YP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT CONFIGURATION HALL `;::., (2) 2x4 P.T.SILL PLATE BLOGKIN6 .063 U56 ALUMINUM TREATED SHEATHIN6 15 INSTALLED FOR A DISTANCE OF 4-0oN :;'� `t}S�fD � } �:•If � �;Rt.}'�1 I,���,�t� �DL BREAKAWAY GLIP5 BOTH SIDES OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY ........... ................. .n . ._......_.... T 1 1-.,4 (R-13) CLOSED CELL SPRAY FOAM IN5UL "' ,jl, 51,41) ANCHOR BOLTS (14" LONG + OPTION#2 AIR rF11 � [EZpr�€ ALONG IN51DE FAGE OF FND.WALLS-FULL HT e' _;- 3 HOOK,8 MIN EMBEDME ) - . W NT OR CODE SECTION 106 6 EXCEPTION 4• ! I OR DRAPED BLANKET INSULATION ;fl „ 1„ 2 HOUR FIRE RATED RE515TANCE WALL A55EMBLY MAY TERMINATE AT ,_•x .,_;__;___. \ ADHESIVE ANCHORS W/3X3 X1 HR FIRE RESISTANCE m cn _ .___,_ „_; i THE UNDERSIDE OF ROOF NON-RATED SHEATHIN6 PROVIDED THE ROOF WASHER PL 24 O/G. . r if i T•:., 't,t,; f %%/+ - 15 PROTECTED WITH 5/8' TYPE X 6YP5UM BOARD DIRECTLY BENEATH ❑ (I) #4 HORIZ.REBAR � e .,', THE UNDERSIDE OF ROOF 5HEATHIN6 AND 15 SUPPORTED BY 2" O ' ) :, (1) 4 HORIZ.REBAR® MID BASEMENT RATED WALL ASSEMBLY DETAIL 4 LEDGERS ATTACHED To THE SIDES OF ROOF FRAMING FOR A MINIMUM l t4 : f'r , ES,' ,t,•, , is !'. 7 i t ten;:, \ . •w i \,} �....�:•'�....... I• f ,` ,'i ' tit., % t �+',�I ::' • 1 % : ' HEIGHT OF WALL STORY OF DISTANCE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED ?t':'', '',`�'� ° FW2 RES15TANGE WALL ASSEMBLY. ALLOW NO OPENINGS IN ROOF WITHIN N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS ti ` '� t 12" FOUNDATION WALL ON 24"x12" TYPICAL BASEMENT SLAB 4 O OF 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY EACH SIDE.MINIMUM CLASS B ROOF SHINGLE TO BE INSTALLED. t � •;.,� I ? ;,,,;� ;,x;; P.G. FOOTING *4"P.G.SLAB((MIN.2500 PSI ,, GONGJ STG }STING ¢ 1;t`, ;\i ' '., ~ i �-c:r.:.... ` " ;T `t..r;. _ .' ;.ti;.`•tV '`` ° * 006 MIL.POL'.YETHELENE l�• ?♦ti`t \', ` ' ._.. =1• ,t y,I.. „ �c r. _.,_..x--•f `• OPTION#1 ° VAPOR BARRIER CODE SECTION 106.6-EXCEPTION 4: U) -s -;�` { �yt' { f/ f� TAMP d FILL Tf0 95%DENSITY USG BROCHURE 5A100 (FIRE RESISTANT `w i f !J + t• ,. _ t. ,`, e 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT F- t : F' ,; 1 �• i,{: ; ,� ,,;� rj _ .-� ° ° A55EMBLIE5) OPTION#2 U �.,•. ° UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED SHEATHIN6 Z s,;. ~ ; 't i ; ( � •,; ° . e CODE SECTION 106.6-EXCEPTION 4: '` ° PAGE 22 (AREA SEPARATION HALL 15 INSTALLED FOR A DISTANCE OF 4-O ON BOTH SIDES OF 2 HOUR 2 HOUR FIRE RATED RESISTANCE i l't.l:,,,,5l'•Y i }�r'r` •i '•�. `',. '„ -t4.t`'� ' .,,_,,• .. ,_ �;/� ` o�:S. „« ?.,l.i A.. e d ° SYSTEMS) FIRE RATED RE515TANGE WALL A55EMBLY WALL ASSEMBLY MAY TERMINATE AT °. ° TEST #UL DES 0341 THE UNDERSIDE OF ROOF NON-RATED UO 4b 4b" 5HEATHIN6 PROVIDED THE ROOF 15 HORIZONTAL #4 ° ° °. ACOUSTICAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8" TYPE "X" ° e TEST #RAL-TL-88-350 6YP5UM BOARD DIRECTLY BENEATH BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF 5HEATHIN6 d AND IS SUPPORTED BY 2" LED6ER5 MINERAL WOOL BATT AT EACH 510E SEPARATION WALL: (Max Height - 66 ft) SECTION 1201.2 of 2015 IBC- HALLS, ATTACHED TO THE 51DE5 of ROOF 2 HR FIRE RESISTANCE FRAMING FOR A MINIMUM B OF I. f=loor, Intermediate or To Wall -- 2 in. wide channel Shaped with I in. Ion les formed from No. 25 M5G olv Steel, secured with suitable PARTITIONS AND SEPARATING 2' H STUD TRACK AN DISTANCE OF 4'-0"ON BOTH SIDES Top p g g g OF 2 HOUR FIRE RATED! RESISTANCE RATED WALL ASSEMBLY DETAIL ASSEMBLIES SEPARATING DWELLING G U K FOR SMOKE TI&H OPTION fasteners Spaced 24 in. OG. I UNITS FROM EACH OTHER OR FROM J I T OVER WALL ASSEMBLY.ALLOW NO PUBLIC OR SERVICE AREAS SHALL HAVE ROOF TRUSSES® 24" O.G. OPENINGS IN ROOF WITHIN 4'-O" OF 2 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 FW2 2 TUDS CONTINUED TO UNDERSIDE flange width I-3/8 In. N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOGATIONS A 5TG OF 50 OR MORE. 0 ROOF 5HEATHIN6 HOUR FIRE RATED RESISTANCE WALL �' " " ASSEMBLY EACH SIDE. MINIMUM vi o r 3. Gypsum Board Two layers of I in. thick sum board liner panels, Supplied in nom 24 in. widths. Vertical ed e5 of ane15 friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 1" AI SPADE EA. SID GLA55 B ROOF 5HIN6LE TO BE o N N M M CD yP � -- y gyp p pp g p INSTALLED. into "H" -shaped studs. TEST #RAL-TL-88-350; STC = 60 G6G ING -- Type 5LX. TYPIGAL FRAME WALLS (2) PIECES 6.P. TOU6HROGK I" UNITED 5TATE5 GYPSUM GO -- Type 5LX FIREGUARD) TYPE "x" 5HAFTLINER, 6YP. BD. OR MINERAL US6 MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARDS H/ WOOL FIRE BLOGKI g z WINDOH FIBER6LA5!5 FIN15H ON BOTH SIDES AND ED6E5 ASW CLIPS OR .0(03 USCF (� z 0 cn d � PROTECTED WALL: (Bearing or Nonbearing Wall) - ALUM ANGLE CLIPS o 0 0 ° o_ o z W 2 HOUR FIRE RATED RE515TANGE AIR SPACE V5 V5 V > (0 co a a 4. WOOd Studs -- Nom 2 by 4 In. max Spacing 24 In. OG. Studs cr055 braced at mid-height Where necessary for clip attachment. Min 3/4 In. _ WALL A55EIMBLY SHOWN HATCHED DOUBLE H-STUD TRACK > > w 5 N J se oration between wood framing and fire se oration wall. SCREWED BACK TO BACK � � w � � s$ s$ c� p g p 106.5 HORIZONTAL CONTINUITY: co 4A. Steel 5tud5 -- (As an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE wALL5'5HALL BE GONTINWU5 FROM DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND ^ V�J N (0.032q in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in. thick) EXTERIOR WALL TO EXTERIOR WALL BACK TO BACK CEILING W/6YP. BOARD OR MINERAL I--I WOOL FIRE BLOCKING w N primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel `w I" AIR SPACE I Structural Members b the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall o55embl includin UNRATED 2" H-STUD TRACK STG I TING-� y 9 g g y y� g W1NDow the axial design load of the studs, shall be as 5,pedfied 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" U56 BROCHURE 5A100 (FIRE RE515TANT UNSPRINKLERED BUILDING: FIRE6UARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE I-_ W applicable local code agencies. The max stud spacing of wall assemblies Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling HATER PROOF BOARDS w/ ASSEMBLIES) Z ^ FIRE RETARDANT TREATED GARAGE PAGE 22 (AREA SEPARATION WALL W I--I tracks with 1/2 in. Ion Type 5-12 steel screws on both sides of studs or welded or bolted Connections designed in occordonGe, with the FIBERGLASS FINISH ON BOTH SIDES g yP y g 5HEATHIN6 TO EXTEND 4'-0" ON SYSTEMS) 2 c� CODE 5EGTION 106.5 EXCEPTION #3 AND EDGES UNEXCAVATED TYPICAL 0- AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.03261 in., min bare metal thickness) steel or min BOTH SIDES OF 2 HOUR FIRE RATED TEST #UL DES U341 0 U m No. 20 656 (0.036 in. thick) olv steel or No. 20 M56 (0.033 in. thick) rimed steel that provide a sound structural connection between RE515TANGE WALL ASSEMBLY AND BUILDINGS EQUIPPED W/NFPA 13 OR GARAGE SLAB ,� g p p NFPA 13R SPRINKLER: *4"P.G.SLAB(MIN.3500 P51 GONG) W �..� o steel studs, and to adjacent assemblies such as a floor, coiling, and/or other walls. Attached to floor and Ceiling assemblies with steel OFFSET WALL TESTACO # AL- PERFORMANCE = STG 60 W 0 � g g FIRE RETARDANT TREATED 5HEATHIN6 ° REINFORCED WITH 6x6,lollD W.W.M. M U u; ° d *TAMP d FILL TO 95%DENSITY TEST #RAL-TL-88-350 W E-+-i w fasteners spaced not greater than 24 in. O.G. Studs cross-braced with stud framing at midheight where necessary for Clip attachment. Min 4'-0" MIN. 4'-O" MIN. AT 2 HOUR FIRE RATED RE515TANGE (I) #4 HORIZ. REBAR ° ° *SLOPE GARAGE SLAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" 0 o 3/4 in. separation between steel framing and area Separation wall. Finish rating has not been evaluated for Steel Studs. WALL A55EMBLY END 8" WIDE X FULL TOWARDS GARAGE DOOR HEIGHT OF 2 HOUR FIRE RATED MINERAL WOOL BATT AT EACH 510E 4B Steel Studs -- As an alternate to Items 4 and 4A for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel 2 HR FIRE RESISTANCE RESISTANCE WALL ASSEMBLY II � ° SECTION 1201.2 of 2015 IBG- HALLS, 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 d L PARTITIONS AND FRATING ILIN6 o in. OG. 5tud5 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 MS6 d ASSEMBLIES SEPARATING DWELLING UNITS .- corrosion- rotected steel, min width to accommodate stud size with min I in. Ion legs, attached to floor and Ceilingwith fasteners 24 in. OG RATED WALL ASSEMBLY DETAIL 2 e FROM EACH OTHER OR FROM PUBLIC OR ❑ max. Studspero55-braced with Stud framin at midheight where necessary for clip attachment. Min 3/4 in. Separation steel framing and N.T.S. OFF-5ET EXTERIOR NALILS �112 a ° O RVIRE AREAS SHALL HAVE A STG OF 50 g OR MORE. iu � area separation wall. Finish rating has not been evaluated for Steel Studs. d' CD (I) #4 HORIZ.REBAR a MID e ° PROVIDED STG-60 w 5. Gypsum Board -- Gla55ified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPIGAL FRAME WALLS 2 HOUR FIRE RATED HEI6HT of HALL STORY a 9",P ANCHOR BOLTS (14" z studs with I-I/4 in. Ion steel dr wall nails Spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tae and RESISTANCE WALL A55EMBLY LONG + 3" HOOK,8" MIN Z z w joint compound. Nail heads covered with joint Compound. J p p p p SHOWN HATCHED ° ° . EMBEDMENT) OR ADHE51VE # R Z o p J p ANCHORS W/3"X3"X�4" NOTE: UL 336 EXCEEDS CURRENT FIRE CODE C5 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Glips secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION HALL ON 24"x12" HASHER PL @ 24" 0/G. STANDARDS AND REDUGE5 SOUND TRANSFER cn "H" studs and with Type W Screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED w1NDow5 P.G. FOOTING BETWEEN UNITS or.D 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" AND DOORS v oR�P'T c F�,� studs. 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area d w � '? below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. _ _ ° � HORIZONTAL #4 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space Clips as described in Item 6A for upper 24 ft. Space Clips a5 . described in item 65 for next 20 ft. below the )upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically El between wood framing and "H" studs. 8" UNRATED SIDING (TYP) ° -1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-O" MIN. 4'-0" MIN.. ° UMBER CODE SECTION 106.5 EXCEPTION #3 e J NUMBER IOd nails spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. Stud with 3 in. long IOd nails spaced a max 16 BUILDINGS EQUIPPED H/NFPA 13 OR NFPA 13R SPRINKLER: UNITS V (B- 2in, OG. vertical) . Intersection between artition wood studs to be flush with the 2 b 4 in. studs. The wall artition wood studs are to be CODE SEDITION 106.5EXCEPTION #22 HR FIRE RESISTANCE y p y P FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UN5PRINKLERED BUILDING: framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE51STANGE WALL ASSEMBLY END b" WIDE x FULL HE16HT OF FIREWALL FIRE RETARDANT TREATED SHEATHING To EXTEND 4'-0" 6i partition intersection per stud cavity. Non-bearing wall partition Stud depth shall be at o minimum equal to the depth of the wall. ON BOTH SIDE5 of 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 ALT- 2 ) QSHEET NUMBER 2 HR FIRE RESISTANCE WALL A55EMBLY _ *Bearing the UL Glo5sificotion Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FH2 Z RATED WALL ASSEMBLY DETAILB- 2 ) � _USG AREA SEPARATION WALL SYSTEM UL# U336; 7 (MODEL U Last Updated on 2010-10-21 N.T.S. AT FLUSH GONDITION FW2 TEST #RAL-TL-88-350; STC = 60 W COPYRIGHT GRCH ARCHITECTURE IP.C. 2017: ALL RIGHTS RESERVED