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Home My WebLink About43967-Z Town of Southold 3/17/2020 0 P.O.Box 1179 53095 Main Rd �'yayQ® dap Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41151 Date: 3/17/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 15 Sweet Meadow Ct Unit 70, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-1-38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/19/2019 pursuant to which Building Permit No. 43967 dated 7/15/2019 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 70) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0124 3/13/2020 ELECTRICAL CERTIFICATE NO. 43967 2/4/2020 PLUMBERS CERTIFICATION DATED 2/3/2020AO\SuPlumbyig Cont. Inc. VV A th ed Signature ,fry , TOWN OF SOUTHOLD �O�gUFFOI,��Gy BUILDING DEPARTMENT CR TOWN CLERK'S OFFICE �o . } 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#: 43967 Date: 7/15/2019 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 and SCHD approvals. (Unit#70, B-2 model) At premises located at: 15 Sweet Meadow Ct Unit 70, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-38 Pursuant to application dated 6/19/2019 and approved by the Building Inspector. To expire on 1/13/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Builds p6ctor Form No.6 TOWN OF SOUTHOLD •BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. ,2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of e)ectrical installation from Board of Fire Underwriters. A. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1%]pad, S. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. '2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. ,New Construction: Old or Pre-existing Building: p� (check one) 'Location of Property: �-o — House No. Street Hamlet Owner or Owners of Property: r� Suffolk County Tax Map No 1000, Section 00k . 0 Block ® Lot S bdivision {'0 1 Q Ck. e.--_ C��h4I � 7 Lot: Fled Map. Permit No. Date of n Applicant: /616V Health Dept. Approval: e C 7 T� �?Underwriters Approval: Planning Board Approval: / Request for: Temporary Certifi ate_Final Certificate: : ick ne) Fee Submitted:$ 6 v Appli ant Si to CONSENT TO INSPECTION the undersigned, do(es)hereby state: Owners)Name(s) That the undersigned(is)(are)the owner(s)of the premises i e T of Southold, located at > b— ,� ¢ ,n _. C which is hown,and designated on the Suffolk County Tax Map as istrict 1000, Section, q;,0 Block D ,Lot �SIR 'That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildiclgnspto 'sO Office for f 11 wing; That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including,inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: Za AN N r Nal ) (Sign e) (Print Name) OF SO(/jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 • CoQ sean.devlin(cD_town.southold.ny.us �yOOUN�`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 15 Sweet Meadow Ct Unit 70 city Cutchogue st. NY zip- 11935 Building Permit#: 43967 Section: 102.1 Block 1 Lot 38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE !j Contractor. DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage u INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceding Fixtures25 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 3 i Main Panel 150A A/C Condenser X Single Recpt Recessed Fixtures 23 CO2 Detectors t Sub Panel A/C Blower X Range Recpt Gas Ceiling Fan Combo Smoke/CO' 3 Transformer UC Lights 21' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 35 4'LED Exit Fixtures Pump j Other Equipment Fridge, DW, Oven, Septic Disconnect, 30 Circuit Panel w/ 23 Used, 7- Combo Breakers, 7-ARC Fault Breakers Notes New House w/ Garage Inspector Signature: Date: February 4, 2020 S Devlin-Cert Electrical Compliance Form.xls s�o� bola Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959a`��COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. '�l��cl U Owner: tlLV-q(-)P— l_ C" ,(Please print) Cult Plumber: 1rt ease print) I certify that the solder'used in the water supply system contains less than 2/10 of 1% 'lead. umbers Signature) 'Sworn to before me this 3tL day of 0-do AW4A FIORITA Notary Pykiic,State of New York Reg.iso.01 F16368364 -- , Qualified in Suffolk County , Commission ExpireFA--1-&h - Notary Public,—SALCounty FEB 1 9 2020 pF 50U1�,°l0 } TOWN OF SOUTHOLD BUILDING DEPT. Irma 765-1802 INSPECTION [ F NDATION 1ST IVID [ ] ROUGH PLRG. [ 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: / oh v✓(/ rim/ - DATE INSPECTOR �O��OF SOI/Tyo� L4 3 01 / 15- TOWN JTOWN OF SOUTHOLD`BUILDING DEPT. T 765-1802 . :-INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. -- [ ] FOUNDATION 2ND j" ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION rlELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS: Q1V Q W G DATE INSPECTOR u rn F So n t 015 � # f TOWN OF SOUTHOLD BUILDING DEPT. courm, 765.1802 - INS PEC ION] FOUNDATION TST [ ROUGH PLBG. [. ] FOUNDATION-21SID [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING `[ ] FINAL [ ] FIREPLACE & CHIMNEY` - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]= FIRE.RESIST-ANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)" [ ] CODE VIOLATION [ ] PRE C/O REMARKS: JN)4 DATE INSPECTOR 6 O�AUE Sol' # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1ST H PLBG. [ y] OUNDATION 2ND [ INSULATIOWCAULKING- [ FRAMING /STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE:RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION1,� [ ] PRE C/O REMARKS: _ ��1�[/ Y, W _ S' 4� n(\ I VL tv) 1)4_ DATE A I fA. I ANSPECTOR OF 50UTyO - : * TOWN OF SOUTHOLD BUILDING DEPT. V �� 765-1802 " INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) kft , i [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . DATE INSPECTOR h 'o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST •[ ] ROUGH PLBG. [ ] FOUNDATION 2ND j= ] - SU LATION/CAULKING [ ] FRAMING /STRAPPING [=L Wp_ - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ]- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION , [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODEVIOLATION J �[ ] PRE C/OAfolfREMARKS: - 1 Y1(/ -dl1[1�iP� y N� 0 :1FAL&t/( SO 66) r.44 F-A- FE *1A) �,• r►v S ,qct -DATE 'W INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISL,ANDiA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box-1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 70 Permit No. 43967 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. R ctful submitted, �ERED'4h'C,y �5SRT CyF X CA eny,AIA, LEED AP Pring I - ; • N _ J FOF NCV'y F E B 1 9 2020 > _ . _. . -zEffJ!C MfECWANICAL CORPORA 14 HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis : FEB 1 9 2020 President 20 Feldland Street, Bohemia, NY 11716• (631) 563-1298 • Fax: (631) 563-2954 Manual S Compliance Report Job: -F - wrightsoft6' Date: Sept 25,2019 Entire (louse By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com project, s s For: 15 Sweet Meadow Ct CUtchogue, NY 11935 e e e o e 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% a e o 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 F E B 1 9 2020 ' Meets all-requirements ofACCA'Manual S. �. Wr1,ghO , 2019-Sept-25140525 Right-Suite® Page 1 Universal 2018 18 0 32 RSU20066 AC p ACCK mar Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces W Residential • ansner Review Form � • RPER 1 m for • (Loads, • • 15 Mar 09 �rco.tr�gc« ar�a Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No Mechanical license: or MJ1AE Form'(and supporting worksheets). Yes E] No R OEM performance data(heating,cooling,blower). Yes r-1 No 7 Building plan# Manual D Friction Rate Worksheet: Yes E] No❑ Duct distribution sketch: Yes ❑ No n Home address(Street or Lot#,Block,Subdivislon):15 Sweet Meadow Ct Cutchogue, NY 11935, Entire House HVAC LOADON 41 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 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain: 14083 Btuh Internal shade. none Blinds,drapes,etc Eave Latent heat gain: 2840 Btuh Depth Window Total heat gain: 16922 Btuh Number of skylights: 0 HVAC • • 4a Heating Equipment Data Cooling Equipment Data Blower Data Equipment type- Gas furnace Equipment type: SplitAC Heating cfm: 600 Fumace,Heat pump,Boller,etc. irconddioner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model. Generic Static pressure. 0.60 in H2O AFUE 92 SEER 16+ Fan's rated ext emal 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 • e1 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 1n/100ft Branch duct: Round flex metal Friction Rate=ASP=(TELx 100) declare the loadequipment,equipment selectionand duct design were rigorouslyperformed based on - building plan listed above. I understand the claims mad&on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved,for • . .. y orAuthori�y having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist i /CYg97t'Doft Rr 9 ht-Suite®Universal 201818 0 32 RSU20066 re.+a..wM..,. Load Short Form Job: Wig htsoftfi' Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-2442627 Email*r delflno@energytesthngservices corn Project Information For: 15 Sweet Meadow Ct Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 30 BEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF 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. 2019-Sept-2514.05 25 Alz� V1rr 1[�t1t50 Ri htSwte®Universal 2018 18 0 32 RSU20066 ^^A 9 Page 1 ACM CM mor Model B2 MAN JSD%Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces: W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .{ W��g�ts® � 2019-Sept-2514 0525 -r a�,M•r�aF..t.,..,�,.„ Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ACCK mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Pro ect Summa Job: -�-�- wrightsoft" � � Date: Sept 25,2019 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 com • • • For: 15 Sweet Meadow Ct Cutchogue, NY 11935 Notes: ® - e • o Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft2) 3299 3299 Equipment latent load 2499 Btuh Volume(ft3) 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . wcigsof , 05,25 Right-Swte®Universal 2018 18 0.32 RSU20066 2019-Sept-25 1Page 1 ACCA mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces: W N Level 2 �90 PFRakfast �kH cfm ®`140 cfm Living Kitten 105 cfm M bed adiab Pant Lrndry .30 rfm K60 cfm Dining area Mud M bath �67 fm 11 cfm CL1 L7 cfm L40 cfm Stair 1 Foyer F�27 c�th 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 K107 cfm Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services... Page 1648-A Locust Ave Right-Suite®Universal 2018 15 Sweet Meadow Ct Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone.631-244-26272019-Sept-25 14 37:16 r.b.deffino@energytestingservices.com N JSD1Rimor Model B2 MAN JSD.rup N 7� Level 1 t6-x-1-6x161 x 1 1 219 cfm adiab 0 Bsmnt Makeup air 60 =219 cfm CFM Skuttl 14. 5. model 216 24x16 24" 8x16 Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services... Page 1648-A Locust Ave RighEsuite®Universal 2018 15 Sweet Meadow Ct Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-244-2627 2019-Sept-2514.37.16 r.b.delfino@energytestingservices.com N JSD1Rimor Model B2 MAN JSD.rup Duct System Summary Job: + wrightsoft' Date: Sept 25,2019 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 • • • For: 15 Sweet Meadow Ct Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast c 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 St2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 OX 0 MtFx 37.0 170.0 st213 Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 st1 • e B - , e 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 st213 SO Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538- 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st26 Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden sl_r_ i�� 2019Sept-2514 05.25 �� ,a,,...rightQ....,n..,., RightSuite®Universal 2018 18 0 32 RSU20066 Page 1 ��.. or Model B2 MAN JSD%Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces W Return- Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx 2019-Sept-2514.05 25 WtrE�lltSOf��' Right-Suite®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 Property ti HERS CID Unit 70 = Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe - co Rating Date: 02/12/2020 Rating Number: MC201 15 Sweet Meadow Ct`- . ," Registry ID: 112177372 CD Cutchogue, NY 11935 i No Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 = - ' Efficient Home Comparison: 48% Better Heating 49.5 $loco 42% General Information Cooling 0.7 $43 2% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $199 8% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.1 $1254 48% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 82.1 $2593 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: 92 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2016 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21 Infiltra ion Rate Htg: 1410 Clg: 1410 CFM50 Foundation Walls R- 0 Method Blower door 1410 CFM x 60 Min/hr/32538 Ft 2.6 ACH 50 Pa Energy Testing Services, LLC. Lights and Appliance Fe ures 611 1 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100. Clothes Dryer Fuel Electric 631-244-2627 Refrigerator (kWh/yr) 568 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 REM/Rate-Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 15 Sweet Meadow Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-02-12 Outdoors Temp During Test: 40 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❑ NoO( Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eatlhR,u sterna Primary: Yes ✓❑No a Tvpe: Furnace Q Boiler❑Heat Pump[]_Other❑ V_e'ntiri ;Tv 'Fuel-T "e Qne... �b a 1 e;?=,�. -CO�•�;-s' ,'CO..r `Cz cle T` areal Cd`e atura •`r'' fiirds - -- a orit s o s1`Case a I�u Rating:95.0 NOPEI O❑E❑ N=NIE SE N/A Pa. PassFail❑ Pass&ail❑ NIA PPM NIA PPM :. _ ❑ -{ Yes ❑✓ Tie: Standard Tank ✓❑IndirectoTanidess ❑ Size: 75 0 Style Common Vent WateYellteY P 4 I-ANo Instantaneous Commercia (see Note 5below) (Gallons) Stand Alone ✓ c duel T 'e- E r 'Cz cle`T`"e o se C ;( eo se�ddse diu'r 1 EF:J0.69 NZ P❑O❑E-❑ N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 4 PPM Ambient CO(During Oven CO Testing) 0 PPM 1 Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Dame: Michael Caruso / Rater Dumber: 7960376 Rater Signature: �,�✓�/ �j, Date: 2020-02-12 ms,e-7 , »"..',�': GRCI-I ARCHITECTURE PC 3750 t,,�xr'z�^'ry.,`4,., �.. �ti�:."�,,-,yyf1�.-I4_�A,q��„,�,. .z,fi,r,,:}_.:., :f�j. rk5,: ., ;s.,,' ,': • �`,, � - 4 ` EXPREss DRivr; SOUTH P., SUITE 202 ISLANDIA, NY 11749. .".is��'�.-'-^^'..a,x:"..:, :%.�.`.,:.s:at•_'iPn-S,.o�':i«sii(a.,ssast:,..:_:T ..fx%,:ss:t,.,FF:,..�' - VVWW.GRCHARCHITECTURE.COM (621118 4-3395 November 14, 2018 Town of Southold - Building Department 53095 Route 25 .4 3 • _ a ' P i i PO Box 1179 Southold NY 11971 FEB 1 9 2020 Attn. Ms.Amanda Nunemaker Plans Examiner r�, Re: Harvest Pointe at Cutchog6e, ' 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: i (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, �R,E:D ARC \5� �gQRT c,,/ yy�)` Glen Cherve• y IA, Li AP Principal NN 2381 n1�0 1Q,0F NE GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANWA, NY 11749 WWW.QRCHARCHITECTURE.COM (631)864-3398 December 06, 2019 Town of Southold Building Department ,` _ L!-,,_J "'Y L'-- it.- 53095 Main Rd � ; 1�d ; a P.O. Box 1179 FEB 1 9 2028 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 70- Permit#43967 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code qGleherVeny, . y submitted, D ARC \��,5ERT Ch, � AIA, LEED AP NjA- 9�4$'OF NE�y� L 7��`3,�'Y�', ,�ji�.;,�-. � N�9 i�9iW�iY�'�'+"J i''FY, _ !l:'1;�,'; ''t�•-'�' _Ls��k° •� 1 �j, a_>vtk.3_�``NHn =1'-,�., - _;J.`y.� i.'t• a q3qv7 Property Home Energy Rating Certificate Unit 70 HERS i•'• i';'' Ili nte Rating Type: Confirmed Certified Energy Rater: Michael Caruso 1S Sweet Meadow It P Ct Rating Date: 02/12/2020 a 5 SwRating Number: MC201 Cutchogue,tiY 11935 -- Registry ID; 112177372 ( Estimated Annuaf Energy Cost HERS index:52 Efficient Home Comparison:48%Better use MMEur cost Peri GeherallhfoFrttation Heating 49.5 $1050 428 Inf rmCooping 0.7 $43 td Aura 3080�•ft. House TYPe Townhouse,end unit Hot Water 10.8 $194 n _ Co"i•lloned VCI 32538 cubs:ft. Foundation Conditioned basement Lights/App,tances 21.1 SIZ54 4M - ins 2 Photovoltaics -0.0 $-0 LS M:ec_ hanical Systems Features Service Charges $16 ra Total 821 $:593 7DOY Water iLatfng:CCOnven"�t Natural gas,0.69 EF,75,11 Gal Keatktg: Fuel-fired air distribution,Natural gas,95.0 AFUE. Criteria Cootfng; A"condttlnner,E7 Ouct ectric,16.0 SEER. This Ilmrte meeb a euecds tM r;�rxsa a+i-ra fs rr t�-+n - Lezkzge to Outside 10 W CFM25 Vent —Sy— --Only;92 clm,23.2��• 2015 IECC UA S ERI liatr¢ TMTmmtat Beat-Yes;Coot-yas 2015 IECC HERS ERI - _ 2015 IECC ERI _ Building Shell Features — -----------_�_ ECCC New York State 2016 ceiiing Sea!ed Attic Slab R•0.0 Edge,R•0 0 Under V-Atad CeOutg NA EaPosed Floor NA j Ab"'Grade Wa" R-21.D window Type U•Value 0 290,SHGC.0.280 F""d m WattsR-13.0 Inmtratlon Rate Htg 1410 C14.1410 CFM50 -- -- -.- 1410 ilia x d /Mthod Blower tloor -_.. Lights and q�/��Ft-a=z e ACH®90 pa_ - P Pptiance Features "' -- --- - - --_- E-wT .Ck lmec5or ctiuor------------ .. ___..___- est,^g Sc+vxes.LLC- LEO tC , Cfehltn8 nil 0.0 ----- _ _ _ 1649 l.ocusr Ave Ung A LEO C1th11r1 Cq 100 0 RangelOven Fuel Natural gas � -..Y BotrevnL1,fly 11316 Dldgetata tkwhim 568 Uohas Dryer Feet ElKtric 631.244.2627 idrwarher("IVO 269 then Dryer CEP 3.93 Ce01ng Fan Wm/Watt) moo `�. ThU tMorma r•E27lt:utn-C~.Idantt_!Cnc C`✓ j }' me'—a G.ergy Rating Su d""°aN�Dls I r 8Y vests w sav6e�a t99S 2020�ROR£%D.&xv...C`'r.,a> aSUte/¢r[N9 hone h avaaep;¢thorn Lb rat�ry Prv.tla+. ,'•rte•� �r t a * x `r A ,ata P SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR ;a TOWN ENGMER TOWN HALL - 53095 MAIN ROAD Tel. (631)-765-1560 ;: �'° " .; TOWN OF SOUTHOLD,NEW YORK 11971 ® Fax. (631)-765-9015 I[C lAl LCOLLINSctTOWN SOUTHOLD Nl'_LS OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings February 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 23-26 &63-70 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization and complied with all aspects of Chapter 236 for Units 23-26. Final stabilization has not been completed for Units 63-70, particularly in the back of the buildings. Due to the current weather it is unlikely that final stabilization will be achieved before spring when the developer plans to complete the plantings and seed the lawn areas. Due to the location of these units, any stormwater runoff from exposed areas will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, 41W Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector FEB 1 9 2020 - OFFICE LOCATION: AL41 •TNG ADDRESS: Town Hall Annex ®j soar P.O.Box 1179 54375 State Route 25 ®� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY � � Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 31, 2020 } Mr. Henry Alia Rimor Development LLC P.O. Box 908 ; Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 63-70 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#63-70 of the above- referenced Residential Site Plan have been completed based on the site inspection made on January 23, 2020. 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 eight (8) 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,, r Donald J. Wilcenski ` - Chairman = cc: Michael Verity, Chief Building Inspector FEB 1 9 2020 James Richter, Stormwater Manager ; • � • • • i I Ulf,�Ml 1!-1 M.im,YIA I ww, ------------------------ FOUNDATION - fiY wl ROUGH s, PLUMBING pr INSULATION PER N.Y. STATE ENERGY . , ;p �;� K 74 RAT. GSA • L :...�. . __ V � � � ``\ ADDITIONAL • LON A /, J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 11-- Suryey Southold town ny.gov PERMIT NO. - (� Check Septic Form N.Y.S.D.E.C. Trustees - C.O.Application Flood Permit , . Examined. ,20 �'K.� Single Se & parate 4 � . t Truss Identification Form Storm-Water Assessment Form JUN 19 2019 Contaet: y LLC Approved ,20 Mail to: Disapproved a/c to Pt>d q 09 :; D , 2 n` 19�� jOWN Off'�O ��.� , Phone: Expiration ,20 -Buil n or APPLICATION FOR BUILDING PERMIT DateCO _ 20 INSTRUCTIONS a.This application MUST be completely-filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public"streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building-Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal I be kept on the premises-available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any-purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall-expire if the work authorized has-not commenced wiihin.l2 months after the date of issuance or has not been completed within-18 months from-such date.If no zoning amendments or,other regulations affecting"the property have been enacted in the interim,-the Building Inspector may authorize, in writing,the extension 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 a Building•Permit pursuant to the Building Zone Ordinance of the Town of Southold,-Suffolk County,New York;and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for.removal or 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. LvNOL )Q 1 MAIC_ (Signature of applicant or name,.if a corporation) Cu (Mailing address of applicant) I ►/i � State whether applicant is owner, lessee,agent, architect,engineer, general contractor,electrician,plumber or builder Name of owner of premises 0 �- (As on the tax&II or latest deed) If applicant is a corporation, signature of duly authorized officer + v1c ,, (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on,which proposed work will be done: 1ST imea�c�c�w Cc,cic hoc-,Nu House Number- Street f .� ` { -Hamlet County Tak Map No. 1000' Section - I O'0° 'Block, )?'d Lot Subdivis'on � � �d� �{' Filed Map No. Z–� Lot_ 89 ((S 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy_ C �'��(�� e I& -(�cd 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ��d1 "ffo.b°e paid on filing this application) 6. If dwelling, number of dwelling units 1'4, 7 Number of dwelling'�"i't' on each floor If garage, number of cars ( z•y 6, If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ;Reary Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 's Rear l0 Depth Height _:� ZLo" 6 11 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 law, ordinance or regulation? YES NO / I'. Will lot be re-graded? YESNO Will excess fill be removed from premises? YES NO 14. Names of Owner of remises Address D p ��. " Phone No. l � Name of Architect ��,�14 Address '�r�C�-Phone No l� �� Name of Contractor stir ? o-� eta �►e,,- Address Phone No. 16 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO e/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO.�'' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to,scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there'any covenants arid 'restrictions with respect to this property? * YES ✓ NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF , YU being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing c ntract)above named, (S)He is the A�Lo- (C6ntrac6r,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 manfier set forth in the application filed therewith. Sworn to before me this -Z/) CFS -y of— r- - SHERRY PIRONE Y Au'vLL9n A CRY PUBLIC,STATE OF NEW Y ,Notary P li Registration No. 01� g atur of plicant Qualified in Suffolk County 1 04,2023 ^�mnlission Expires March F' 4 UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 1 `Town Hall Annex - 54375 Main Road - PO Box 1179 '7pr;~ Southold, New York 11971-0959 -, pJ-d0Hone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cltown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: "" _ F Vkc _ �. Date: O Company Name: -ri4 Name: License No.: lJ� email: , oil 06 Address: ,p , off' t /! Phone No.: 26 0,49 1 JOB SITE INFORMATION: (All Informatio Required) Name: " �� Address: + Cross Street: a Phone No.: 6 31 6 e Bldg.Permit#: q �b q6 email: - a-4 e Tax Map District: 1000 Section: /Oc�o ® Block: a 0 ® Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y / NO Rough In Final Do you need a Temp Certificate?: /YE§j NO Issued On Temp Information, (All information required) S '1 Ph 3 Ph Size: 150 A # Meters Old Meter# New Servi Fire Reconnect-Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateral 1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ^� Request for Inspection FormAs Town Hall Annex 2 Telephone(631)765-1802 54375 Main Road �J:' Fax(631),765-9502 P. O. Box 1179co ; Southold, NY 11971-0959 . BUILDING PEPARTIlf EW NOTICE OF,UTILIZATION OF TRU86TYPE C.QNST'RUCTION PRE-ENGINEERED WOOb CONSTRUCTION ANC' 1*6tR CONSTRUCTIOIU Date: Owner: (IVila V, beA-& Location•of,Property: Please't otice that the_{ tictC.applicablelirae): ;- .r New commerci6j df,,asident f; tructure 'addition to e)ds n .dorinrr�erci`aL residential " , r V�. ;� d ritial strain , '+ habilitatip a?,��r. ri.existirfg' ; ' a ercial or residents '�kructure to be const! � rx6.r•.' erfio , r`. �l<< cg .., P mied_qf;the subjObe p: fpperty reference.{abd c,,will zutil ke (check ap 60611 ' 1,a e TrUG'9""• ,pptruction (TT) _ --- Pre-eridtne6&dWood (PW) -- • _.. Timber consfiWQp' t,, in the following location(s) (check-a"'pplical5le,i Floor framing, including gir ers and beams (F) Roof framing (R) , Floor and roof framin Signature: Name.(person submitting this form). ; 1114 Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 i M, Frio FFIK ..rte"` f.L'tYY+.!Sy RW :}`"f.F�•'� a��• `�.� S�. 4 �y "k.1��'�ly�,.. 1'tr.�l� +�,��..�, t j .S f y fx a s M � h,'LtSr ♦ sr r i-r Fa+ � E � � r �`'f xs�� r 't �t�•�}:k "v»� Cy tkt'Lj4t+ ti 5`fk'�' �trvwr a4 ;l��rrsr` �'�{�,�•,fix' 'irk;Y'�`'.tF��' �'v�l��r��r. r ?R s9 (wa•eta. ``r.� Fkw f�r✓�7 d f f 7 ar+,Pi r" '�r � Jnti'a1xFrP �Crlf n al+, tlr+,lit ,i{`1r N Rg �iN,s ' ��,� 51;,�e': ,,,4.�'§. k -.��a �� ' Y;a 1 .qZ" � �• k qv FLOOR -J L � �+r'A R 1. �� j i�• 9 Y ti fi. h f. '. i O yINCLUDING - TYPE-B-D RAMP ,} PROPOSED HYDRANT, :�'' �-• ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP) CONCRETE WALK PROPOSED COVERED 14' x 2PATIO0' ,,M • ;mow PROPOSED NATU. (PERVIOUS PAVrC S39 1� ' 68 w ?' PROPOSED f. 15' x 20' BREEZEWAY (TYP.) v ,? 'v R7Q LA j, R7-XR NG -PIPE SHALL BE--15--CPP -WTFt A 5LUPt--Ur,U7- -A- --- - - ___----------- -�,- .- r _ _ 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. 11 0' BE MINIMUM 6"" DR-18 PVC OR CAST IRON WITH A ° BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1% TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. AL. WATER MAIN TO BE 10"" WITH 6"' HYDRANT 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 t 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: i SERVICES TO BE INSTALLED BY PSE&G AND 4D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE ' HE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE 2ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • 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 BACTERt©tOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER OET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. Habitable Garage Area H a ivest .Po`me at Unit Numbers Area (SF) (SF) Total (SF) ; 77-124 1,999 486 2,485 C u tC h®g u e 1,3,8,10,12,14, 21,23,26,27,29, Cutch®gue, New York $1,33,36,39,41,45 1599 363 1,962 Town of Southold 6,47,49,50,52,541 !6, 58, 59,68, 72, 76 No.. ` '-Revision Date Appvd. i 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 2,5,6,9,11,131 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 15,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL X0,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL 57,60,62,64,66,70, - - - - - zT- =73,74;75_ -- - t - -- _ -- - -- - --- 9-----TOWN REVISIONS— - —3/27/1-7-- __Avl f l 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43;55, ,• @ `:. µ;:1,599 380 1979 y7.6163 65 67 69 71 i k'Y'r`,`-�e^_y -�- grx1.`•'-�la'�:+=`a;.:{.z„R"a"r'£t^..m.,�F:a.•7,::,_�.c,-.x.,___S.;sF_''-ti� =J'_7+:L- _ Issued for Date 15,16,17,18 1,999 408 2,407 July 10, 2015 N/A 6,188 N/A 6,188 r SCTIM: 1000-102-01-33.3 :i SCDHS Ap r®val Overall utility Plan [S�UFFOLR't%,OUNTVDEPARTIViViff OF$dU SERVICES P RNIff FOR APPROVAL OF COMM. =0H FOR% ' SiNGLE FAWLV RESIDENCE ONLY fZ/o- 17- DATE '7 OAS t �'.� ISS nERNO. &e, f' ` 117 f APPROVMD . � � Drawing Number FOR MMIMUM OF BEDROOMS of NE� EXPIRES THREEWARS FROM DATE OF APPROVAL ��0,0 V. 0 .4* OU cc71 i m i Sheet of 9 28L A9OFES s10NP Project Number 29305.00 SCDHS Reference # C10-06-0013 ,1 .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 I PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED ,I 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 ®O\ THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION � I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS G� r OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED N io i 3:J PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE \.� P CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS N�RpV O�CJ ys9 $� GpNG' \J�\pll O� N OTHER THAN VISIBLE PERMANENT STRUCTURES G\�DppV�E OO �� 15 'e? Q 11 \ p� N 131O COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS BpR / RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, C< \ ni CTG o RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 2 \ 7 Wj O �G IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 0. PERMISSION OF THE SURVEYOR cp e Rprc 2� D pp 0 �mNO� o�y2 O T O'er \ rn p o, nCi r w •Tr � \ A m �'ww 20�� \ g � O00 ,' ' / a \ 61 I 2 `' 11, QCIP O rN �GFL�E\\ O 5 w'S 53 77. O\ <J> j I W O �\N�,Ip• 0 1• ro N o w ® fn L) Np o9 v 5y 1 Q Q I C) 000 joe 6�5y 11 ?AO if- ao5 '1 ` N 51026'35" E rte,• I uM) `706 71.05' � I \6 7S8 '0Q. N 24033'07" 0 " 07 803 07 W `� R=410.00' I ��ORE Va,�� L=409.21' S 65026'53" E I �.�' _ 0 49.54' ��G 167.99' (ACTUAL) coo71 =_ R=275.00' �,`�� I S52055'20"W rI L=77.85' �-P' S37004'40"E S 49009'21 E w 95.00' TOWN OF I 00502 3 ' 238.82' g I SOUTHOLD S 40052'38" E w E 27.03' e S52055'20"W = Z 19.24' a � I ' — — � I _ F01-21-2020 FOUNDATION LOCATION FINAL SURVEY FOR SANITARY AS BUILT UNITS 69-70 UNIT DESGNATION MAP OF � I— FINAL SURVEY i z w HARVEST POINTE CONDOMINIUM 1 LL Of FILE NO.:471 FILED January 09, 2018 SCHOO.L HOUSE LANE SITUATED AT r^- _ CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK -, �-- {-= -t ' S.0 T M.DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 37&36 NELSON & POPE MAR 1 7 2020 t 'r p ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(637-5665 POPE.0 1)427-5620 �• - I DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS00026_1 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 'I c 1"=30' DATE: 01-24-20 PROJECT NO.: 00026 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 CD, PERSON, ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 7J 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 Q 7ZZ THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH N ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION O O Y2 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 0% SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 7d_ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED o. p t�"F. / O- r 1a � G .� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE aao � O (f� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. 2V � ;d SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS CID OTHER THAN VISIBLE PERMANENT STRUCTURES o3p 2 �> 2 �6 383 O c - O� �� COPYRIGHTQ NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS Y RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Z � i S, (n �f RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED O Q� `/j IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 'cpn" PERMISSION OF THE SURVEYOR a1�n i Q 0 9 12 C� I ,L THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 7O UO w\ZU ` ! I PURPOSE o �, °o N 36 30 2 �� ,y3 0` Q I W O 1 5 X65 c9 = O � 5° a. N UIQ 1�1 Q 0 ^ `6 y. ,Q N 51026'35" E I II_ tl1 VVV � ��7� 71.05' ai �v�I S 24033'07"W r 107.801 R=410.00' S 65026'53" E L=409.21 49.54' ✓ ��r_ _ _ 167.99' (ACTUAL) R=275.00' �,�'�� I S52055'20"W L=77.85' S37004'40"E S 49009'21" Ew 95.00' :,_ �• "o ;u `_��1 SEP 2 ® 2019 238.82' I— Z I `,' ``.'G =�,A S 40052'38" E , > TOWN OF � °^? __7;rY 25.43' ZSOUTHOLD S52055'20"W , rx• - � i';: _ 19.37' = IL C� H zw LL oB-oa-zols FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR SCHOOL ;HOUSE LANE UNITS 69-70 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT i A CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M.DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 69&70 '70 j") - NELSON & POPE k "� ENGINEERS & SURVEYORS �J� t 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 ` b_.. E rvyA PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS00026 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 08-1449 PROJECT NO.: 00026 1"=30' I • Lt 69 0 'Li r NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 11 I PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE I )L m NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, - PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION O� B G E G G 1I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, G PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY ,ERPERSON.UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED j4pCt 1 PROFESSIONAL ENGINEER OR LANDSURVEYOR,TO ALTER AN REM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE I 0 S I ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND GO E t G�PPN�o ��j v+P� THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH N ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OFTHIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED E 16 g�S OQ 0 vE �0 to �z SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY, H Ij RpER O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 1 G \ O 8C'IG \ \ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED p ,(1. UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 13 4 O I \\ 7 6 �I V AS TO ACCURACY,EXISTENCE,EXACT LOCATION.TYPE OR USE,ACTIVE OR INACTIVE. 16 O � N DESIGN N� \\ �m ��P ER c PLAN DAITED 7/21%BC AND GAS ULOCATION OFTILITY IGAS AND UTILON DITY IS APPROXIMATE AND FROM PSEG OLOCATED Y i/ 8 PR \ TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS m 0 N�� 80 to THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP 1 GANG' ��\ 7 '� G+ __ CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 'O, ?OFLGN WO / i i \ , FURTHERDESIGN 2Z� \ �, SUFFOLK COUf:ITV DEPARTMENT OF HEALTH SERVICES /� �+yp'yea y/fie PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE \S•O Yr C APPR- : -1- OF CONSTRUCTED WORDS FOR CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, :51- AN P1 p� SOIL CONDITIONS.VEGETATION,TREES.PATHS,DEBRIS OR Y OTHER CONDITIONS SINGLEFAM;LY RESIDENCE OTHER THAN VISIBLE PERMANENT STRUCTURES �n 3° O ...1 W N '� R x•,,yp ry ¢ p�g p/'1' COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS •Y�yO 6• N(, N�L a 3 'it H.S. ?fie{ No. k)�l r n� �� RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Cts C> > a02G-O O 'W- G '��1� F O Ln+ y2 O O •�• 1 5 65 Gym /Q� N�\�L RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTWSMI1 r,PyN��y 'LP O G IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O �Om2 35 g0 i, \0 ki\ The sewage disposal and Wager supply facilities at this location have @PERMISSION OF THE SURVEYOR Inspected and/or Certified by this De ft t r other agencies ad Hound to ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT ° "21, �Nc� a o �0A.s a 1 J�G� \ be satisfactory FOR a� OIV1�D6�A F �F®13 M& SHOWN 2N GONGN 6 55 $ ALL SANITARY PIPING 4'AND 6-SDRJ5,TYPICAL N 160 �'�Te GD N o 165 Craig Knepper, P.E,, Chief ° �\�� 1 �5A6 o G /'/ Office of Wastewater Management SANITARY SYSTEM AS-BUILT TABLE �9 g STRUCTURE NAME TIE A TIE B fl Vl� � .� C vl l�1 �L� ©�Ly. UNITS#70,71 &72 sy a• o o \\ �y \ ST-1 26.6 73.8 oS s sT2 sl 0 20 2° N \ �cn /'2° a ST-2 30.1 78.3 oa _ ° a2 13° 's ��O \\`�/ jz LU f c LP 49.2 104.5 `Oo Z ZL N �L N�� /"\ 3� 8 �p N ai 1� 9 T \ W 3 �� ISE* N / �A G^ (/ V' ° Y/ ID \ �00 a'// C'� \\ �// A 'd L ee \ ��4 ONVID .o- 6 kli \ � o- Y a$ s a2L y aCOP a s 1 C, �e Cad �� G T. 3°�2°q 16 65 � Z f� CP - �G ®, [AAR 202 NN �ZLO X0.0 w� 26 1p� a 'o- �ti so�35 62 LANA 5 SUFF.CO-HEALTH arAL_T`H SERVICES rP/ �^ OFFICE-i `: p_STE�1!.�Tcq MGT. 1y� �9yoo '01-09-2020 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR 2I— ky o1-zl-zozo SANITARY AS-BUILT UNITS 70 - 72 UNIT DESGNATION MAP OF '�l,2c + HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 -. - SITUATED AT CUTCHOGUE - TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ' - S C.T M.DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 38.39 840 ,l t I HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S AR 2020 NELSON & POPE I I ENGINEERS & SURVEYORS UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLUOR AREA - t �; _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 70 `�-_R10=17=0124 1,599 S.F. 363 S.F. 1,962 S.F. - - - �— I— _ WWW.NELSONPOPE.COM 71 R10-17-0125 1,599 S.F. 380 S.F. 1,979 S.F. INDIVIDUALSURVEYS DRAWN BY: NP CADD No.: 72 R10-17-0126 1,599 S.F. 363 S.F. 1,962 S.F. 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.' 1 OF'I DATE: 01-23-20 PROJECT NO.: 00026 1"=30' r 1 Blower door APP OVED AS NOTED DATE:iL S g P f� p and ductwork l � testing required, NOTIFY BUILDING DEPARTMENT AT 765.1802 , 8,AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED Must provide Manuals FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING D, J and S as per 3. INSULATION' NYS Ener Code 4. FINAL - CONSTRUC ION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Fire Separation required as per NYS Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF J,:WNOTPROGEEUWITH- _ }Ig�gTg � RAMING"UNTIL SURVEY, PFOUNDATIQN LOCATION; 0 OLD TOWN PLANNING BOARD _.HAS BEEN APPROVE y; �9�' TEES ELECTRICAL INSPECTION REQUIRED OCCUPANCY OR USE IS UNLAWFUL All exterior lighting TRUSS PLACARDING REQUIRED WITHOUT CERTIFICAT7 installed,replaced or repaired shall confoim OF OCCUPANCY to Chapter 172 , PLUMBER CERTIFICATION of the Town Code ON,LEAD CONTENT BEFORE CERTIFICATE,OF OCCUPANG , DRAINAGE INSPECTIONS ARE REQUIRED SOLDER USED IN WATER Contact TOS Engineering at 765.1560 before SUP'LYSYSTEM CANNOT Backfill,OR Provide Engineer's Certification EXCEED`2/10 OF 1% LEAD. that the drainage has been Installed to Code . ,ALL-PLUMBINGl�1'WAb"TG, &,WATER LINES NEED " 6 BNEFORE COVERING, i I ble s ce oth above nd below the concealed s ace of a floor ceilin assembl draftsto s TABLE R405.1 8302.12 Draftstopping. In combust b e construction where there is usa pa b a p g y, p Section 8316 Foam Plastic 2017 YORK STATE U IFOR CODE Properties of Soil Classified According to the Unified Soil Classification System (•- 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 8316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 2017 NEVY YORK STATE OODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTryE 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 NE�1 YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 8316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION CHANGE E floor-ceiling assemblies under the following circumstances: bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SY�M SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL � 8 2017 NEVY YORK STATE ENERGY CONSERVATION CONSTRUCTION OODE SUPPLEI�ENf (FORIMIEERLY KNOVr'N AS THE 2016 NYSECOC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. SYMBOL CHARACTERISTICS POTENTIAL EXPANSION U 2016, TFIEWir 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. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, a' R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LRTLE OR NO FINES GOOD LOW LOW O •- r , 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than '% inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 U N 2016 NYSEC (2015 IEOC 2ND PRINTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LrrrLE oR No FINES GOOD LOW LOW Z V 881 s �Ti1.E 19 NYCRR PARTS 1220 THROUW- 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is re uired b Section R807.1. GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, n � � w q y EDSA DS NO FINES GOOD LOW LOW _0 W L � p� " SECTION 8101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � = � r 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/s LITTLE OR NO FINES GOOD LOW Low 0 a J +• � . inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES D MEDIUM LOW � ^ QCT 0 R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section 8303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW H = v,N . replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low '= m 4) -- via�Z_ 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 Z U 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 L' Q'cn°o M plane in height. Exce tions: 2. The densit of the foam lastic shall be in the ran a of 0.5 and 2.0 ounds er cubic foot. W C M P Y P 9 P P ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U C 2 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW = to '�' m 8105.2 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. GltouP 2 SLIGHT PLASTICITY ❑ M ao supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V M GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS TO Low m 8109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due n location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. (D 2 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 a is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points 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. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-O' in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet rooms & laund rooms. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of reservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficient! braced to revent damn e b the back fill where the unbalanced hei ht of fill exceeds 4 feet. 9 9 9 9 9 ry P Y P 9 Y 9 Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage 8202 Definitions: es han 0 ' e 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 mason foundations. Drains shall be rovided around concrete or cross all structural members without thermal brid es other that fasteners and service o enin s. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not I s t 3 Inch s by ry p masonry foundations that retain earth and enclose habitable or Z Continuous Insulation: Insulating material that is continuous a 9 P 9 30 inches at the showerhead. • � fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or 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. 1667. installed at or below the area to be rotected and shall dischar e b ravit or mechanical means into an a roved drains a tem. O loor and ceilin of an sto . 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the P 9 Y 9 Y pp g Sys f- Mezzanine: An intermediate level or levels between the f g y ry 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 () Windborne Debris Re ion: Areas within hurricane- rone re ions located within 1 mile of the coastal mean hi h water line where the ultimate design wind speed 9 P 9 9 R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � (Vult) is 130 mph or greater. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers W shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a F- R308.4.2 Glazing Adjacent to doors. Glazing in an ind'aidual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the Section 8406 Foundation Waterproofing and Dampproofing � R301.1.1 Alternative rovisions. As an altemative to the re uirements in Section R301.1, the followin standards are permitted subject to the limitations of this code stroke with of not less than 0.5 inch. Wher: required by the fire code official, address identification shall be provided in additional approved locations to P q 9 bottom exposed edge of the glazing is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z and the limitations therein. Where en ineered desi n is used in con'unction with these standards, the design shall comply with the International Building facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a Code. 9 9 1 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. U door. Section 8321 Elevators and Platform Lifts � R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill u to a hei ht of one-half of the backfill) R 321.1 Elevators. Where rovided, assen er elevators limited use and limited a lication elevators or rivate residence elevators shall corn I with ASME P 9 LL. ' ^ R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 8301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. P P 9 PP P PY u J conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only A17.1/CSA B44. The r t and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. H demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. rn system. Engineered design in accordance with the International (Building Code is permitted for buildings and structures, and ports thereof, included in the 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. Z L r J 8408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. Install vents within 3 feet of each corner of Section 8310 Emergency Escape and Rescue Openings P 9 P UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. P T q R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" b 24'. 0 nin s throw h erimeter wall shall be not less than 16' b 24". 1"1 s eed in Table R301.2 1 as determined from FI ure R301.2 4 A.. RESCUE OPENING PER SECTION R310. (Egress window & window well) Y Pe 9 9 P Y p ( ) 9 ( ) and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening, Brea shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement and excludin an unfinished flood-resistant R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumberr. Subflooring shall be wood TABLE 8301.2(1) structural anels as s ecified in Section 503.2. FIreblockln 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 P P g shall be of any grade lumber. SUBJECT TO DAMAGE FROM the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. ~� GROUND Wind Design SEISMIC WINTER ICE BARRIER Air Mean FLOOD 8310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 R 322.1.6 Protection of mechanical, lumbin and electrical stems. Electricals tams, a ui ment and cam vents; heatin , ventilatin , air conditionin • lumbin 8502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and nlot less than 3 inches on SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual P 9 sY Ys q P Po 9 9 9. P 9 TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. a liances and lumbin fixtures; ducts stems; and other service a ui ment shall be located at or above the elevation re uired in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. W% LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp PP P 9 Y q P q 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 R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. a Region Debris window in the ful o en osition. Ladders or runs shall have an inside width of not less than 12 inches, shall roject not less than 3 inches from the W zone � P P 9 P i Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct 8502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-(laminated members, W wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these 0 130 NO B SEVERE 36" MODERATE SLIGHT TO 10 Yes X 1500 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. p E""' 2 ( � TO HEAVY MODERATE Degrees an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss 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 r ^ Exce tion: A drains a 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. 9 9 PP 9 9 P P P y 9 9 C J 8301.2.1.4 Exposure category. P 9 �' q 9 professional where required by the statues of the jurisdiction in which the project is to be constructed. 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate ❑ [�] or lar er. Ex osure B shall be assumed unless the site meets the definition of another ex osure. R311.6 Hallways: min. 36' clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. ^ O g p P Section 8506 Concrete Floors (On Ground) 2. Ex osure C. 0 en terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairwa s 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 P P Y 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 partially obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base A 4 'n n R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas, includin crawls aces, that are below the desi n flood elevation shall: i ch thick h se course consisting d clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 3. Exposure D. Flat, unobstructed areas exposed to wind flawing 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, 9 9 P 9 ' feet from the unobstructed area. including treads and landings, shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall u placed t the prepared the c n where the slab ill below grade. - r , 2. Be rovided with flood o nin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab h installed on well drained or sand grovel mixture soils classified as Group I v both sides. P Pe 9 9 (q 2.1 The total net area of o enin s shall be not less than 1 s q according to the United Siiil�Classification System in accordance with Table 8405.1. R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. p g quare inch for each s uare foot of enclosed area where the enclosed area is measured � on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between H bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va or retarder is not re uired for Gara es Q rovisions, rovided that sto hei hts are not exceeded. An en ineered desi n shall be rovided for the wall or wall framin members where the limits of R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: P P 9 P q 9 � P P ry 9 9 9 P 9 8311.7.5.1 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 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. H U R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section R602 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 throu h R602.3 4 Wall sheathin W 8311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediate) under each o enin 9 p ( ) g ( ). g � 8302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section 8302.2, Item 1 or 2. The common Y P 9• wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). � shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: ecction. (•� 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 tum. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 24 inches. Each tread shall have a depth of not less than 0 inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than 9 inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE TABLE R302.1(1) infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R325 Mezzanines R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION ASTENI G EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a (a,b,c,d) IY2E R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL r N Cp W,y� R 325.4 iMeans of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 8311. � ri o � cd NOT FIRE-RESISTANCE RATED 25 feet following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ w N N ri r; N ui 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ss 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, r7 a N M ri ai PROJECTIONS FlR'E-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet P P 9 P Pa 9 P 9 P 9 9 P columns and posts. OVER PARTITIONS position. TABLE R302.1(2) Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section 8312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE IOD COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7�.FRORS RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section 8310.2.1. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. WALLS TWO 16D COMMON. END NAIL m NOT FIRE-RESISTANCE RATED 3 feet Z m Section R313 Automatic Fre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL g Z R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z O z z o7 N cL deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL _O O_ o F O_ o_ Z J W assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NEPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL m o7 07 ¢ 07 07 cL : o7 > a R302.2.2 Parapets for townhouses. 13D. 12. TOP PLATES TO TOP PLATE - a P P y 9 y Y 9 9 9 9 q PPe 16D COMMON ® 16"0 C FACE NAIL W W W w � a5 05 v 1. The ora et shall extend not less than 30 inches above the roof surfaces. 8313.2 One and two famil dwellin s automatic fire s stems. One and two famil dwellin s havin a hei ht of three stories above rade shall be a ui d / " 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 IAP SPICE EACH SIDE OF JOINT) FACE NAIL m - f feet on nce with Section P2904 or NEPA 13D. f noncombustible materials ora roved fire retardant-treated wood for a distance o 4 8313.2.1 Desi n nd install t' ut i i it 'nkle stems shall be desi ned and installed in accords ASTM E 108 or UL 790 and the roof decking or sheathing iso pp g a a Ion. A omatc resdential f e spn r sy g 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 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL than nominal 2 inch 51 mm led ars 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 Ili its where the 8401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or o ( ) 9 9 Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwe ng un clayey gravel with a presumptive design 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 N walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin Is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their 9 P 9 P y y TWO 16D COMMON. END NAIL 9 � YP P P P any inorganic material or fill. 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR 8D COMMON. TOE NAIL lower roof. The common wall construction from the lower roof to the underside of the hi her roof deck shall have not less than a 1-hour fire-resistance 8402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 9 balconies and decks that are constructed of open wood joist construction. 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 R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL Z 'T , Section 8314 Smoke Alarms 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"O/C TOE NAIL E•L� Exceptions: 8314.1 General. Smoke alarms shall comply with NEPA 72 and Section 8314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36 below grade. W 1. Foundations supporting exterior walls or common walls. R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 � U 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 20349 R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL a- } 8302.3 Two-fami dwellin s. Dwellin units in two-famil dwellin s shall be se rated from each other b wall and floor assemblies havin not less than a 1-hour isolated plain concrete footings supporting columns or pedestals are permitted. O ly 9 9 Y 9 Pa - - Y 9 R314.3 Location. Smoke alarms shall be installed in the following locations. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and OJ p fire resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire resistance rated floor/ceiling and wall assemblies shall extend to and be 1. In each slee in room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all woad foundation wall sill plates shall be anchored with}� inch diameter ROOF, AND WALL SHEAT!TING TO FRAMING W Lu p g 8D COMMON (ROOF) 12"o/c at interior Z Y tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of � v 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) W Lu W Exceptions: 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 � H 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each late section. Plates shall be rotected o ainst deco and termites. _ 0 v o 1A fire-resistance rating of '� hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NEPA P P 9 Y a. All nails are smooth common, box or deformed shanks except where otherwise stated. Nails used for frarning and sheathing 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 have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), a location required by Section 8314.3. _� R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. 9 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W ;i 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 su o 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 s its shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p W v from arae into habitable s ace: 45 min. fire rated with self - closin device. cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches ori center to gable end wall framing. Z 9 9 P 9 HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) ❑ No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section 58 R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 �T 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. ONE N0. 4 BAR WITHIN 12 INCHES IG THE TOP OF THE WALL STORY W 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. AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: Iii � 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, F' V cO ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section 8315 Carbon Monoxide Alarms >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 J2 grade studs supporting a roof load with not mare than 6 feet of tributary length shall have a maximum wall height of 18 feet when f_ j: 8302.6 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. 8315.1 General. Carbon monoxide alarms shall comply with Section 8315. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z m R302.6 Garage ceiling: 5/8 type X gypsum board 8315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in 8602.3.2 Top plate. Wood stud walls shall be capped with a double tap plate installed to provide overlapping at corners and intersections with bearing � R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not reater than 200. R30.9.2: Wall & Ceiling accordance with UL 2034 and UL 217. partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z 9 4Q v 9 R315.2 Where re uired. Carbon monoxide alarms shall be rovided in accordance with Sections R315.2.1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. 0 o 0 07 finishes shall have a smoke developed index of not greater than 450. q � P 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 R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for (n :....•........... 9 P 9 SIZE AND SPACING INCHES exterior walls and bearin walls, fi ure R602.6 2 Notchin and bored hole limitations for interior non bearin walls & fi ure R602.6.1 to late 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. ( ) 9 9 ( ) 9 9 9 P P EG r�\ 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 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 � R F �' WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) _V �t E ROS 1.2 Horizontally at intervals not exceeding 10 feet (FEET) (FEET) Do not backfill with any soil containing silt or clay. � : G� i, �Qj �- 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits dro ceilin s and cove ceilin s. 915.2.3.1 One Family Dwellings. Q �, P 9 9 WALL THICKNESS (INCHES) t' 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. a 10 12 2 : . -, '�' �' 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and s 7 NR NR NR = 1 � ,�, .� r; products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. -1 ,� s 9 8 5 0 41 NR NR C) 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide (q "' alarm shall be rovided where necessa to assure that no slee in area on such sto is more than 15 feet aw from a carbon monoxide alarm. 1 O s s ® 41 5 ® 22 NR a m i 6. Fire blocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. P ry P 9 ry aY �� '. �^. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ ` 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars 1Y' clear from inside face of walls. The center of bars shall not vary from this by more than N8 inch. *V YOR`� / 2. Two thicknesses of 1' nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. " . ""' Y """' - 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. � O 1. 6 O 5. One half inch gypsum board. 6. One quarter inch cement based millboard. LLI UNIT 6 9 UNIT 7 0 = SHEET NUMBER 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. Q 2 11 M - DEL B- 2 ( ODEL D 15 ) (MO ) w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607 2 Piipehod netrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS I D E N T I F I C AT I 0 N SIGN U) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) n ) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of Z �v ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS MINIMUM NAIL PANEL NAIL slab-on- rade floors shall have ri id, o a ue and weather-resistant rotective coverin to revent the de radation of the insulations thermal erformance. W WIND SPEED V ult 9 9 P q P 9 P 9 P 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 o MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause : ct 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 damn a the tank shall be installed in a an constructed of one of the followin " U SIZE PENETRATION STRUCTURAL THICKNESS WIND EXPOSURE 9 P g 6 DIA. L (INCHES) furnace is located, a utilit room or an a roved location inside the buildin REFLECTIVE RED = (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY Y PP 9 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 '�'� (,� 6 RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) #187 0 a) e c D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. �,./ � TABLE N1102.1.2 (R402.1.2) Z s COMMON 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. w CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. O_ � = rn IT 8602.3.5 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 r L story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL -0 - R-VALUE Section U101 Scope z EFLECTIVE W N Q c r °i practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. � WHITE *_ N>; 1 4MARINEET 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 70/13 . � y:� . R802.11 Rafter or truss uplift force. Section 0102 General Definitions For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does " 1/4" 0 �' u N`n r°)) Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2 Q W m r) San 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 U p ( ) photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE e y `D Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ = ti 00 " n iti ned a es such as attics and crawls aces shall be M ^ 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 (8402.2.4) Access hatches and doors. Access doors from conditioned spaces to Unca d o sp c p Section U103 Solar-Ready Zone SIGNS DEN11FY1NG THE E)OSTANCE OF TRUSS CONSIRUC110N SHAH CONSSTS OF A gRCIE 6 IN V M R702.3.5.1 Screw fastenin . Screws for attachin sum board and sum ane) roducts to wood framin shall be T e W or T e S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER WITH A STROKE WIDTH OF 1 2.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W m g g gyp gyp p p g yp yp U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. / and shall penetrate the wood not less than 5/8 inch. 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 m2) exclusive of mandatory access or set back COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE 2 81102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)X187. o_ 8702.4 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 7 4. Backer boards. Materials used as backers for wall tile in tub and shower areas and wall nels in shower area shall be of materials listed in Table R702.4.2, N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. a total floor area less than or a ual to 2,000 s uare feet 185.8 m2 er dwellin shall have a solar-read zone area of not less than 150 s uare feet SECTION 1265.4.SIGN OR SYMBOL R 02. 2 Pa q q ( ) P 9 Y q 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 SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers recommendations. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO TIF EXTERIOR OF THE RESIDENTIAL STRUCTURE: FRONDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 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 re uired b the International Fre Code. TABLE 8702.4.2 q Y SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR F THE UTIUTY is insulated in accordance with Section N1102.1.2 and N1102.2.8. 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 (8402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting MATERIAL STANDARD U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AF 0 TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFIXED TO THE EXTERIOR doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOK THE GLASS MAT GYPSUM BACKING PANEL ASTM c 7176 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 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. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE electric installation and shall be labeled 'For Future Solar E1ectric'. The reserved space shall be positioned at the opposite (load) end from the input feeder NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE 0 NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 location or main circuit location. H WOOD ROOF TRUSS SPECIFICATIONS: U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. 0 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 M' 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � F- SIZE OF STEEL ANGLE NO STORY ONE STORY TWO $TORIES Air Barrier an Hsu a ion ns a a Ion is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: CA aL 3x1/4) ABOVE ABOVE ABovE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be laced in readil accessible locations. L3x3x1/4 5'-0' 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. P Y D (EQUAl10N ATION Z L4x3x1/4 8'-0' 5'-0' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant D + L (EQUATION 16-9) 0 L5x3.5x5/16 10'-0' e'-0' e'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) X Lex3.5x7/4 14'-0" 9'-6' 7'-0" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF ~ m a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE CATEGORY B. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. ( ) R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: v a '' DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ❑ R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, �..� 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. 1. Minimum of 4 inches (102 mm) above the earth DESIGIJ LOADS: 8703.12.2 Flashin at foundation. Acorrosion-resistant screed or flashin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or lastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION J 9 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) TABLE 8301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". THE FDLLOWING 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 DESKGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Se aration. Pol ro ene sidin shall not be installed on walls with a fire se aration distance of less than 5 feet 1524 mm and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2 5 ALLOWABLE p yp pyl g p ( ) ( ) STRUCTURAL MEMBER FOLLOWING INFORMATION: r feet (3048 mm) to a building on another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDmONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE IFA SPAN, AND SPACING. (FOR SCLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS I"'�� Exception: Walls perpendicular to the, line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2. LOCATION OF ALL JOINTS. THE DRYWALL 3. REQUIRED BEARING WIDTHS. O 8703.8.2.2. Support by roof constriction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall with no finished ceiling attached to rafters consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A wood member abuttin the vertical wall stud construction shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. Y 9 EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. P1 !' . anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. I- P-4 P4 anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. FIOOrS and Ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. UJ shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATT ATTIC WITH STORAGE: 20 PSF HABITABIF ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with I ste L 180 4.6. CONTROWNG WIND LOADS. 0 veneer a minimum 1-1 2 inches, with not less than 5 8 inch mortar or rout cover to outside face. minimum tie size= 22 US a e. Minimum tie fastener unconditioned s aces. All recessed luminaires shall be IC-rated and labeled as havin an air leaks a rate not more than 2.0 cfm 0.944 L s when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2 4 A p a r or stucco finish / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ' ` / / 9 99 P 9 9 ( /) ( ) m I� V = 8d common nail. Airspace= Nominal 1' between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSUFE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. spaced not more than 32" on center horizontally and 24 inches on center vertically, housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY. B FROM FIGURE 301.2.2 (exempt from 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ [�� C402.4 R402.4.6 Tenant Se aration Walls Mandato Fire Se arations between dwellin units in two-famil dwellin s and multi le sin le-famil dwellin s seismic provisions of code per R301.2.2) Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ^ O 8703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., ( ) p ( ry)• p 9 Y 9 P 9 Y 9 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 Lintels supporting masonry veneer L/600 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPUCES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. R801.3 Roof drainage. All dwellings shall have a controlled method of voter 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. D not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1,1 R403.1.1 Pro rammable thermostat. The thermostat controllin the rima heatin or coolin stem of the dwellin unit shall be ca able of controllin WOOD FLOOR TRUSS SPECIFICATIONS: H ( ) 9 9 P ry 9 9 sY 9 P 9 TABLE 8301.2(2) 8802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heatin and coolin s tem on a doll schedule to maintain different tem erature set oints at different times of the d 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 9 Ys Y P P aY Door And Window Required Design Loads: CODE. F- R802.3 Framing details. Rafters shall be framed rat more than 1 inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55T (13'C) or up to UF(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures 0) 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 70T (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- 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 78T (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z U 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 shal► W D + L (EQUATION 16-9} that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = L.IVE LOAD, N1103.3 (8403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. (� 8802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 R403.3.1 Insulation Prescri tive. Su I 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 0 accepted engineering practices. ( ) ( P ) PPY ( ) / / FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 8802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural compos;te lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 timber members or 1-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5 -19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM Lf:'E LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". R802.8.1 Brid in . Rafters and ceilin joists havin a de th to thickness ratio exceedin 6 to 1 based on nominal dimensions shall be su orted lateral) b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International 9 9 9 1 9 P 9 PP Y Y TRUSS DESIGN DRAWINGS SHALL BE FROVIDED TO ARCHfTECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Mechanical Code as amended, the 2015 International Residential Code as amended of the New York Cit Constructions Codes, as a licable. 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 ( ) ( ) Y PP FOLLOWING INFORMA110N: adjustment coefficient in Table R301.2(3). 8 feet. Exceptions: 1. DEPTH, SPAN, AND SPACING. Plus sign signifies pressures acting toward the building surtaces. 2. LOCATION OF ALL JOINTS. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled over 4'-O" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 3. REQUIRED BEARING WIDTHS. joist spans of 6-0 and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 4.1. TOP CHORD UVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. r` r- I r- I N1103.4 8403.4 Mechanical stem I in Insulation Mandato Mechanical stem i in ca ble of ca in fluids above 105'F 41'C or below 55'F 13'C shall A B B R EU I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. ( ) sY P P g ( ry) sY P P 9 Pa rr 9 ( ) ( ) 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ¢ N N N ri ui 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 o �i �i ri ri ai `� 8806.3 Vent and insulation clearance. Where esus or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch s ace shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J 5. ADJUSTMENTS TO LUMBER AND ECTIO CONNECTOR DESIGN VALUES FOR CONDmONS OF USE. p A.B. ANCHOR BOLT 6. EACH RONNE N FORCE AND DIRECTION. or other a roved heatin and coolin calculation methodolo les. D•S• DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent pP 9 9 9 A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND INT IN ERFA (. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE EA EACH LVR. LOWER RNG RANGE LOCATED IZE, S E IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section 8807 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 R.O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. means of ventilation. Outdoor air intakes and exhausts shall have automatic or ravi dam ers that close when the ventilations tem is not o eratin E.J. EXPANSION JOINT L•T• LAUNDRY TUB 1 C EFLE 11ON REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 8807.1 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 h P Ys P 9• ALUM. A'_UMINUM CLEC. ELECTRICAL R• RISER 10. DEFLEC110N RAT10 FOR LNE AND TOTAL LOAD. ANCH. ANCHOR MAS. MASONRY inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the tap of the ceiling ELEV. ELEVATION RNID ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framing members to the underside of the roof framing members. Section N1104 (8404) Electrical Power and Lighting Systems < ANGLE EQ, EQUAL MAX. MAX MUM S.C. SAWCUT Z Z 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. O) v7 ARCH. ARCHITECTURAL The rough-framed opening shall be not less than 22 inches b)y 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall _ EQUIP EQUIPMENT SCHEM. SCHEMATIC • g - - ® A MDO MEDIUM DENSITY OVERLAY DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUC110N WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEWNG ASSEMBLY, DRAFTSTOPS SHALL BE n. a. accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRN`TSTOPPING SHALL DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. z Z Z 07 04 W Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT• EXTERIOR MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O O O Z I4 w access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE EACH END SIM. SIMILAR FOLLOWING GRCUMSfANCES: 07 07 07 07 (0 a Q I- located in attics. Section M1305 liance Access M•D. MASONRY OPENING S•S, STAINLESS STEEL I - - 5 w > 5 Co APP BM BEAM MTL• w J 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 FLOOR COVERING CHANGE METAL STL, STEEL MATERIALS: DRAFfSTOPPING MATERIA.SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. � 01 R w X W 05 ab U Section IR902 Fre Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING STRUCT. STRUCTURAL F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION `a R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION SUSP. S j g y q g g ( ) pP BRK BRICK ( ) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: urisdictions desi Hated b law as re uirin their use or where the ed a of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C service an a Mance. SGD SLIDING GLASS DOOR c\v RLR. FLOOR roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 106. 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 + o v I i ane) n ul st lled b ve he roof coverin shall be i h nd 2 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured 0•C• ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photo o to c p s a d mod es in a on or o o t g of the largest appliance, but not less than 30 inches (762 mm) h g a 2 ( ) ( ) g � CENTER LINE F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI 11. 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 hotovoltaic anels and modules shall be installed in alon the centerline of the assn ewa from the o enin to thea liance. C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR P P 9 P 9 Y P 9 PP FRM FRAME T & G TONGUE AND GROVE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE 11RUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO urisdicUons desi nated b law as re uirin their use or where the ed a of the roof is less than 3 feet 914 mm from a lot line. C.J. CONTROL JOINT OPNG. OPENING 1 9 Y q 9 9 ( ) M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS TOP OF GRADE SLAB INSURE 11GHT FNTING JOINTS. R 903.2.1 Ex osed wall flashin re uired to have a kick-out where the eave of the roof intersects a wall to revent water intrusion into the wall assembl . above the floor in aro es. COL COLUMN FTG FOOTING OPT. OPTIONAL TFW TOP OF FOUNDATION WALL : V� P 9 q P Y 9 9 TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 905.1.2 An ice barrier water shield shall be installed er manufacturers s ecifications, to maintain roduct warran Ca down front of fascia, min 4" M 1502 Clothes d er duct maximum len th not to exceed 35' from the connection to the transition duct and reduced 2-1 2 inches for eve 45 de ree bend and CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD T yp TYPICAL H / p p p ty. rry ry g / ry g GCI METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE T1iAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE COND. CONDITION GAUGE OZ. OUNCE T TREAD Z typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR W CONT. CONTINUOUS GALVANIZED hi her. Ice rotection re uirements er table R301.2 1 . Install ice & water shield at all eaves, able ends his & valle s. On roofs slo es less labeled in accordance with UL2158A Exhaust duct size shall comply with code section M1506. 1/R ONE ROD TR TOWEL ROD HANDLING, INSTAWNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. U 9 P q P ( ) 9 � P Y P G.C. GENERAL CONTRACTOR I S ONE SHELF TRPL TRIPLE � � CONST. CONSTRUCTION TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3-0' is required between air exhaust terminations and openings into the building. GEN. GENERAL / O CTSK. COUNTERSUNK • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADiEQUATE TEMPORARY BRACING HAS O m R 905.2 Slo e. As halt shin les shall be used onl on roof slo es of two units vertical in 12 units horizontal 2:12 or reater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM PC POURED CONCRETE P P 9 Y P ( ) 9 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. J � o P ( ) P ( ) CANT. CANTILEVER PBD• PARTICLE BOARD slo es from two units vertical in 12 units horizontal 2:12 u to four units vertical in 12 units horizontal 4:12 , double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L. GLUE LAM W Y Y PP q / P Y C.T. CERAMIC TILE PL. PLATE VERT. VERTICAL underla menta lication is re uired in accordance with Section R905.1.1. Area to be exhausted: Bathrooms toilet rooms= Mechanical exhaust ca acit of 50 cfm intermittent or 20 cfm continuous. HGT. HEIGHT W ce ui R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE PNL. PANEL V.I.F. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WFIN THE FOLLOWING: 0 Lu Q a e 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, corn I In with ASTM F 1667, of a len th to C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD• PLYWOOD W WASHER U o 9 9 � ( )� / ( ) PY 9 9 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through hales or notches in framing members and the piping is located less than 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 HD.WD. HARDWOOD PF. PREFABRICATED W/ WITH )<i inches 38 mm from the framin member face to which wall, ceilin or floor membranes will be attached, the i e shall be rotected b shield lutes C.R. CHAIR RAIL 0 ( ) 9 9 P P P y P HR. HOUR PR. PAIR WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. less than /. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the i e and the framin member and that extend not less than 4 inches 51 mm to each side of the framin member. Where D DRYER WD' fn 5? P P 9 ( ) 9 HDR. HEADER PROJ. PROJECT / PROJECTED YV.IN.F, WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framin member that the I in asses throw h is a bottom late, bottom track, to late or to track, the shield lutes shall cover the framin PENNY LU 9 P P 9 P 9 P P P P P 9 HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/0 WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. 0 `. 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. VYNpyV 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 the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 404.7.3 Shield lates. hield lates shall be of steel material havin a thickness of not less than 0.0575 inch 1.463 mm No. 16 a e DIR. DRECTION INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturers specifications and / or ❑ provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be ( ) P S P 9 ( ) ( 9 9 ) DN DOWN INSUL. INSULATION QUAD. QUADRUPLE recommendations. [4] rovided in accordance with Section 8703.7.2.2. G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents u n recei t from architect and re on a and all discre ancies includin an _ P DR. DOOR Po P P nY P 9 Y iii U 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, immediate to architect for corrective measures nor to construction. R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS ty P CD overlo ed not less than 2 inches 51 mm . Dri ed es shall extend not less than 14 inch 6.4 mm below the roof sheathin G2427.8 d mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REINFORCING REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. I- PP ( ) p g ( ) 9 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 DWG. DPAWING � m 9. The eneral notes and t ical details a hro h ut and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSI KIPS PER SQUARE INCH 9 YP pply t ug o the job unless otherwise noted ar shown. Z deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall I W The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening over the drip edge along eaves and under the drip edge along rake edges. promptly report it to the architect for proper adjustment before proceeding with the work. Z into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent � � U termination clearance. 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar (D o R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G RAP H I C SYM B 0 LS conditions that are shown or noted elsewhere on the construction document set. (0 :.... . .. . The vent terminal of a direct vent appliance with an Input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into � ' and 4 of this code. 12. All work is to be erformed in a rofessional manner and in accordance with best ractice and consistent with manufacturer's and su liers recommended W EGI�T the building. P P P PP R� R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less installation procedures. 0 L EN R � O than 3 feet above the highest point where the chimney passes through the roof. STRUCTURAL CALL. 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 �'� SRT �� Section G2439 (614) Clothes Dryer Exhaust XX �� p i. n C> DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. Section 81004 Factory-Built Fireplaces G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all XX " .,r 11 ,, rn = v PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER (REGULATIONS), 8 NYCRR 69.5, ENTITLED FLOOR FINISH CHANGE ""� z other systems and shall convey the moisture and any products of combustion to the outside of the building. "SEALS" AN ARCHITECT WHO SEALS "PLANS SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A �I .� s < m R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory m built fireplaces shall be tested in accordance with UL 127. G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust i ,? s z n VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. � ,. .c - /J R 10004.5 Gasketed fireplace doors. A Basketed 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 manufacturers instructions. O DOOR / HARDWARE TYPE 0 >�` -% system has been specifically tested, listed and labeled for such use in accordance with UL 127. p � R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX - - - XX BUILDING SECTION / 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 XX XX ❑ `wyo - in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required PARTITION TYPE ' . .....................................................: Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. JOB NUMBER ., N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with W numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam 6i SHEET NUMBER thickness and installed R-value, shall be listed on certification provided by the insulation installer. Q UNIT 69 UNIT 70 - M DEL B- 2 (MODEL D 15 ) ( O ) w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, FU- GONNECT KING STUDS TO TOP PLATE ATTAGi TOO EACf1 66-W X H PAIR ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP Z 6640 X 24'MIN OF OFPO"RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb W E or OP t S E P PAR 2x A60 LEDGER W 2-3/8"x5" LAO DBL TOP PLATE CRIPPLE STUDS ? 8 RAFTCR6 Rxr R0L'F BOLTS® I6"OG INTO STUDS (� Y SEE PI�VJ SEE PLAN 51MP50N STRONG-TIE 2X BLOGKIN6 a 6 • A35 a EVERY RR AT 2 END BAYS 2X4 STUD WALL OR �1Z 69ABLE END 1 SIMP"STIR" slw,at 6rR" GEILIN6 J015T OR WSTRTRONOB�s O SIMP50N STRONS-TIE H2 8D NAILS -TIE Mb TE •• " -- SIMPSON STRONG-TIE TRUOTTOM CHORD 51MP50N Ha2 CONNECTOR EA. •� H 4-d u) � u)�NAILS�. HNl EA 55 B TYP. RPM STRAPS 5CC ATTAM TO h PAR GF OPPOSING RAFTURS. ALTERNATE TO RV6E STRAP: H3® EVERY RR RAFTER TO STUD AND KIN65 = '� U > FOR USE W@151U1>< AND USE IN ,"NATION ONLY WIN STUDS AM � :RtR 2 STRAPS ARE NOT RF D WFBJ GAlAR TIES Gf PROVIDE 2X4 DOLLAR TIE AT ( N ALIGNED) C N NGMWL pri OR 2X4 LLlldtSR ARE LOGATID IN TFE IF"TW GF PE UPPER THIRD OF THE Arno SPACE � ��,, �N> 'RAFT1tRS ALIGN IRAPI�tS DO NOT ALIGN ATTIC SPACE AND ATTA610 TO PJ H PAR GF RAFTERS W/4-IOd NALS W/4-I0d AT EACH RAFTER) EAC22 STRAP E U) N Z LSU26 FOR 2x6 DETAIL 4D 5i5= Z V f m LO M L5U28 FOR 2x8,2x10,OR 2x12 i-' 0 Q W M l0 FRAMED 6 = �' WI OR ❑ U M OR DOOR �RI DGE 51RAP DETAIL / -RIDGE STRAP DETAIL 51MP50N 5TRON6-TIE 2x4 5 2x" NO SPECIAL FT _ (FOR CATH.CL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIE5) LU2D 0 EVERY GJ STUDS H9 1b"O.G. 2x ACO LEDGER W/3/b"x5"LAG CONNECTORS REQ n' fv ter. 2 N.TS. LOCATE AT // N.T5. LOCATE AT EVERY RAFTER BOLT 0 I6" OG INTO STUDS 5TRAPPIN6 TO BE 1-1/4'X 22 6A. IN TH15 AREA 5WP56N STRONG ` `�1I 6TRDN6 6ALV.,SFJ=DETAIL 4/DI.ALL STRAPPING TE LT5 TE lif /Uw f APFL®OROVER by SFATI1 GABLE END WALL TO BEAR A MIN.OF 10'ON FRAMING. -TE tV HM *IS I0. / / PORCH ROOF bD NAILS TM. / FOR u�W�S ,E>,� USE IN C,"NAT>ION ONLY WEN STUDS M STRAPP I NO DETAIL DTI T ATTIG Z - 'RNMER5 DO NOT A1.16N I� NTS. I I N.T5. STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD U ROOF RAFTER HURR I GAVE \\ AT WALL BELOW MAO STORY) TIES I \ 1- N.TS. LOCATED AT EVERY ROOF RAFTER ` ATT I G • ' Z Z O • 5TRAPP I NC DETAIL 0 W60-4 A iz FOR FRAME GONNEGTIONS 0 � DI N.T5. 2ND FLOOR� /� M-W 4-16d FACE NAIL5 FROM Z T� / STRAP OR 4X 2x PROVIDE 3"X3,t'v"X3"WASHER PLATE AT ALL ANCHOR BOLTS KIN6 STUD INTO HEADER-, ❑ v '� / M5T648tPi SEGURED BY WOOD SILL PLATES. / COLUMN P05T TOP A4NGHOR PHEW 51MP50N PAB OR 58 ANCHOR BOLT5 MAY BE U5ED IN LIEU OF 6TRN' START NOLs THREADED ROD W/WASHER PLATE. J DIP LBN6TH / LOCATE AT EERY CCOLL W&Rom GOM=TION H/2"IP ffiLM PROVIDE 3'X6'Xo36'6ALV.5Ti31 PLATE W/ f N.T5. If MK 'f / BD GF�rTID 6-8D NAILS AT GORIERS AND INTi3l5EGT1N6 (4)NNS ( . - -� NAIS ��LBN6m ) i l T 12-W NAILS AT AT BUTT JOINTS IN STRAI6HT SIMPSON L5TA12 STRAP W/ WALLS. 3'X12"X.036'6ALV.STffi.PLATE W/ � r WALLS WERE THERE SINGLE PLATE OR WADER 2X6 KING STUDS VAN): EAGHD JACK STUD EACH END AT 61ENt SPAN I I NAILS cur LE3Nortt \ / ONE AT SPANS UP TO 6 FEET I NAILS 24'MINIMJM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET O PIRSM MH EN? -•I (•- 2-7/8" 50'4) A301 ROD THREADED b"BOTH ENDS. 12-IDD MIN.NAILS THREE�5PAHS 12 TO 16 FEET 2X6 JACK ONE AT SPATUDS�.ONS: w DISTRa OF 71s G BOTToM PRE-#SIT 3/4 AND I ROD AT 51MPSON 5TEEL 5TRON6 WALL,5EE PLANS T Q,D LEWTH IST L00p HAILS AT AM SPLICES TWO AT 5PAN5 FROM V TO 12' I- I� THREE W F- r MN � UNI.E55 AT 0>TI�WISE ON PLAN ABU44 O POST BASE `-�' 2'X3/b"X3"WASHER PL W/NUT EACH 51DE _ (4)NA15 MN.N AI9U44 OR ABU66,SEE PLAN Q CS-22 COIL STRAP - -- UPPER STORY SHEAR I ( WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR WALL W FLOOR TO FLOOR TIES I l BELOW GONNEGTION 4 I /� //'�14L FOR 5ET BAGK HALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP HALL PLATE 5PLIGE DETAIL HEADER GONNEGTION N.T5. LOCATED AT EMERY STUD \ FOUNOATI ON MINI HOOKED MENTOBOLTW/r NOM- I \ MINIMUM BSM OR F�(PAN51oN (`� IN.TS. (`1' I� BOLT W/5'MINIMUM EMBEDMENT KT5. r , COL STRAPS LIVER W-ATTtlN6 PROVIDE bd C MM94(0A x 25 LONG)NNS. \ 641-STRAPS M 6tfAM%PRDVDE:Iod 64HM N(ON x r LfiN6)NAILS I \ \\\ 6 GOLUMN P05T BOTTOM ANCHOR LOCATE AT EVERY C40U W 61RDtR CONNECTION �,�,, " ALLOWABLE HOLES - to \ FIRMTO MIT OE N� SD NAIL®b 0/G AT ALL PANEL ED6E5 IGD NAIL® 24"O/C, LVL Headers and Beams Z U As ft Wr�M HIP RAFTER, 160 NAIL a 24 0/G Ifs"05B OR PLYWOOD W 51MP50N HGP HIP 5tf=,ATHING Miorollam® LVL I I�f`RN'Tt3t �PLAN INTERIOR F1.3E Timberstrand® and � (4)NAlS MIN N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the Y depth NOTE:MERE 24'WIDE MINIMUM FULL HEIGHT U WALL RETURN 15 PROVIDED AT EN05 OF I ( NALS ( IN hole zo largest hole(minimum) 0 BRACED WW.L LINE THE b�0011 HOLD"MAY I Q BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MIN \`�\ SD NAIL a 6'0/G _ " m��) INTERIOR LION)05-22 STT STRAPS PER DETAIL 4 IN LIEU OF I ``�J o - - _ L5TA36 STRAPS SHOWN IN THE DETAIL NAIL 5F[FATHIN6 TO 51`IPSUN BP WASHER ° o AT ALL PANEL EDGE-5 d SILL PLATE IN 8d 2X ACQ SILL PLATE. DOUBLE NAILS a 4'0/G SILL AT FULL BASEMENTS EXTERIOR 6YP5UM BOARD ' 0 0 -I 7'MINIMUM 5/8 DIA MAX2'ANCHOR _ - _ - - 8D NAIL a 12'0/G AT ALL EMBEDMENT BOLTS AX 2'8•o G- c5 22 COIL STRAP Ix 10�T wrr� MEMBERS NOT AT PANEL ED6E5 EXTEND BOLTS MINI'INTO Mi Para la LVL and FDK K17H 716ROW NUT s teary allowed hoe zone 3'x T WASE TO EACH BOLT. f4 CONTINUOUS BAR PROVIDE TERMITE SHIELD SILL SI 2 x i A6Q ShP��ON LTP4 PLATE N4lID TO SAPraOM GOL STRAP 15/32"05B OR middle Y span INTOLL PLATE LSTST W/ABOV0-10dE NAILS SNAIL AND MAINTAIN 8'MIN. RM AND 5LL PUTS A Ii0/G AT FAaI R wren INSIDE CORNER OUTSIDE CORNER d 1.3E TimberStrand® LSL allowed hole zone d 00 IN- �1 T LOCATED 2'To b' PLYWOOD SHEATHING r- � N INTO STUD ABODE AND VkLFY W HrMW5 FROM TOP OF WALL FROM WD TO FINISHED GRADE BELOW(2 EACH GOPHER) W As RR TME 1aD WreM PLAN VIEW PLAN VIEW Tall=2880» COIL STRAPS UNDER SWATHIH6 PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL 1t�--X EXTERIOR General Notes o N N CO CO 17 r 17 �FOUNDATION PLN STRAP' OVER SHFATHIN6 PROVIDE:IGd COMMON(0.131 x 3"LONG)NAILS. E ` I E I�./I\ MLL TDP r-��I r,r� G�af--tN� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loadred EXTERIOR OR DEPTH HOLE SIZE headers and beams only. nd STORY GOPNER GONNEGTOR5 TYPIGAL ANCHOR BOLT STUD TO RIM JOIST TO 51LL PLATE S�APNC DETAIL 1lALLEY PLATE HIP GONNEGTION HALL FRAMING 4y2" • Noholesi cantilevers. ny \ , , (� xT� 1v N.TS. N.TS. 7Ya5to 20" 124 • No holes in headers beams in plank orientation. v LOCATE AT EV®2Y 5T1JD 11•TS• See illustration for Allowed Hole Zone DO NOT Cut,notch Or drill N.T5. LOCATED AT EVERY GORNI�2 N.T_ LOCATION AS NOTED N.T5. holes In headers except as U CO Indicated in illustrations Z Z and tables. o) a g A MINIMUM OF TWO BRACED WNJ-LINES(MJ MIRED IN EACH DIRECTION OF A BUILDING. BWL5 SHALL NOT BE SPACED, WWW 9W App WN.L� y fl 0 0 0 0 0 o Z w MORE THAN 60 FT APART. WN15 WTHM A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A OWL BNL LOCATIONS ARE 1� TO TOP Q PONY WALL r usw�� Nom, TD T6P 6F mw WNl r 115th j (L a c~n MDIGATED FLOOR PLAIfH 2 FT MAX PONY WALL MAY BE I I 2 F r MAX PONY WALL MAY BE I W w LU 04 05 ob U SIMPSON DTTIZ HGtDOPM AT 6640 WAap A BRACED WALL PANEL(BHP)SHALL BE61H WITHIN 10 FEET OF EACH END OF A BWI_ THE DISTANCE BETWEEN AD W.AE N,T PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL EDD P#V_5(TYFt:A)IDU A6 P ED6E5 OF BW'Y'SHALL NOT BE 9REATER THAN.20 FEET. THl32E SKALL BE A MINIMUM OF TWO BVP ON EACH BNL EXCEPT AT ®� AT NACW WALL DETAILS G AND R WAIS<16 FEET LONG MAY MANE ONE 4W OR L.ONSM BMP. BWP5 ARE TYPICCALLY 05-H5P SHEATHED BRACED HALL PANELS `O ® (TYPE A)OR GYPSUM BOARD eB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN HIFERE BHP TYPE-5 A 3 QY CONTWDEINUOUS SI.T HEADER( PLWL N ® a-IGD IVALS AT GTT1Z G0NT1t11CU5 TO OUTSIDE of PANE ® AND B DO NOT GTUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL C0NTRIBUTIN6 LEN6TH OF BW 15 REQUIRED. o BHP TYPES ARE INDICATED ON FLOOR PLANS. N ® -3/8'm THREADED ROD ® C5-HSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET z Z NOTE:WHERE 24'WIDE AMIMIA RAL HEIGHT THE MMMUM OF TABLE'Rb02.105. NAIL 3b'MNIMUM WALL CONTINUOUS IN MIN DEEP HEADER TO CONTINUOUS IIT MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF SHFATHING NTH bd WAILS•6'010(EDGES)AND 12'0/10(POD)AND PROVIDE2X OUTSIDE KING STUD(513r PILAW OUTSIDE KING STUD(SEE FLAWA q PMH.t�CE GS-W5P BRACED WALL LINE THE 6" BLOCKMG AT ALL 11N5l1PP10RT1ED PANG E06ES PROVIDE 800 POUND HOL.DOWN FASTEN J'SHEATHING To FEAR W/ FASTEN ii'SHEATHING To HPAlx W/ Z HOLD"MAY BE ELIMINATED. PER DETAIL W OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE W NAILS 0 310/6 IN EACH DIRECTION 80 NAILS 0 310/G IN EACH DIRECTION W EiTLER AZA'MIHUMJM FULL HEIGHT WALL RETUR1l OR A 4N3'MINIMUM BMP. 51MP�ON LSTA24 STRAP ON BOTH SIDES AND � SIMPSON LSTA24 STRAP ON UNSEATHID � TRIM TOP�PANEL A5 T�Qb � CD TABLE RbO2.105 MINIMUM LENGTH REQUIREMENTS OF GS-W5P EACH OF HEADER To JACK STUD W/16-IOD NAILS FACE W/16IOD NAILS O r T {._ Z 6-114'SDs SCREWS f+y m ROHV of Ibd NAILS a 3'o/c zo ROWS OF rod NAILS a 3'o/G Z HALL MIN PANEL BOTH STRAPSAL STRAPS5 ROM Rp,NL) W Q w CONTIN)OU5LY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER 2 FASTEN TOP PLATE TO HEADER W/2 J �-L AJAGENT CLEAR MINIMUM LENGTH OF U V HEIGHT(FT) WIDTH'L' � HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL PANE 5HALL HAVE A LENSTH V OF NOT PANEL SHALL HAVE A LENSTH'L'OF NOT $ 28' Q V 2 Q IMP50N CNB^H COUPLER NUT (64- 24' LE55 THAN 16"FOR 8 FT WALL,16'FOR I LE55 THAN I6'FOR ONE STORY AND 24'FOR SIMP50N 5WSB STRONG WALL 5B Z $ 64'TO 80' 32' FT WALL,AND 20'FOR A b FT WALL SE � FIRST FLOOR OF TWO STORY APPLICATION. q 32' U 0 80"TO qb" 3b'* X PLAN FOR ACTUAL LEN6TH xx �PLAN FOR ACTUAL LENGTH 10 34' PANED,VERIFY PAHL 15 PLUMB f (b4' 2T' 6YP5UM BOARD 168"BRACED HALL PANELS(TYPE B)SHALL BE 4 Q II 38' U q 3/8'm ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE 12 42` NOTE:DETAIL APPLIES TO ADHESIVE ANGHOR 60"TO qb" 41' `Rb02J05. SEGLM&6YPSU14N BOARD WITH 6d GOOL.CR NAIL5, (2)JACK 5TUP5 MIN.OR PER PLAN (2)JAGK STUDS MIN.OR PER PLAN � BOTT+ENDS OF WADER Q ^ rr •- <64' 30' Dgl5'X 130'GYPSUM BD NAILS,OR A9tj'X IV 10 64'TO 80' 30' NAILS 0 l'OAIC(ED6P5)AND-T'O/G(FE.D). BLAC4145 15 NOT • e'- 80"TO qb" 38" AT UNSLFPIORTED PAG-ED16E5 NEN PANELS ARE BLOGKIN6 AT PANEL MCE5 BLOCKING AT PANEL EDGES • N ❑ INSTALLED HORIZONTALLY. PROVIDE.101ST OR TRUSS OR FULL - *Partial credit for panels 36"to 48"wide per RbO2.105.2 HE6HT BLOEi W DIRECTLY ABOVE NO BELOW TYPE B WALLS " „ x TYP I GAL HOEDOWN DETAIL AT ONE JACK AND KING STUDS ONE JACK AND KING STUDS E3LOGKING AT PANEL t?D6E-5 L EQUAL TO ui U CONTINUOUSLY SHEATHED WOOD TWO MNG STUD5 or > 12" n n _ FASTEN 1/16'5FEATHIN6 TO EACH 5TUD FASTEN 7A6"5WATHIN6 TO EACH STUD F FRAMED FLOOR STUCTURAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD GB TYPE B AND SILL W 6P C**,I N NAILS a 3'0/6 AND SILL W 8D COMMON HAILS a 3'016 R FASTEN T/lb'SIfATHINS TO STUD (� NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W ed NAILS a 4'0/0 Z iii PORTAL DETAIL"A'ONLY APPLIES SIMPSON HDU5 HOLDOM IN 14-1/4.5D5 51MPSON HDU,HOLD"W b-1/4' J N.T5. TO 2 FT TO 18 FT WIDE OPENIN65. Z SCREWS IN DOUBLE END STUD 5D5 SGRBdS IF NO FLOOR ABODE. � U � � TABLE 602.10.3(1)BRAGIN6 REQUIRE-MENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HOW HOIDOM W/10-V45D5 PANE TO 51T DIRECTLY ON TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF HALL BRACING. 2-I/2'm ANCHOR BOLT OR EXPANSION 5GR&H5 IF FLOOR ABOVE. CONCRETE FOUNDATION WALL 5Lrt"5ON DTTIZ t10.DbNM AT G6-W5f'tyRA(ED HALL HEI6ftf5,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2'XYXs{6'PL WASHER OVER 1/2'0 ANCHOR OR EWAN510H BOLT WALL BSD PWALL (T AL 6 IUU A6 REQ BASED ON SUPPORTING FACTOR 2-VYm ANCHOR OR EXPAN5ION BOLT---_ AT t�WALL DETAlS G AND D. STORY BWL 5PAGIN6 CONT METHOD 6Bs5 TIE K4 BAR DONT IN TOP OF GONGRETE CONCRETE s<4 BAR GOVT IN TOP OF CONCRETE 40 5HEATHIN6 EXPOSURE CATE60RY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION m 6-0 NNS AT DTTIZ , EXPO5URE CATE60RY ONE STORY D IS •4 BAR CONT IN TOP AND BOTTOM Q m TOP IO 25 55, �O�E GATE-6ORY THO STORY G 1.3 PAB5'16 ANCHOR BOLT OR Ve THREADED OF CONCRETE FOUNDATION SIMP50N 5BT/8X24 OR PART-I8 ANCHOR ROD W/WASHER RATE,SED DETAIL 15NI TOP 20' 5.0' IOD, EXPOSURE CATE60RY TWO STORY D Ib EXTEND WNL 5HEJITHIN6 OVER RIM JOIST PAB5-18 ANCHOR BOLT OR% BEADED BOLT OR Ye"THREADED ROD, W -i SEE DETAIL 15/DI OVER ROD MY WASHBt PLATE,5E3:DETAIL 15A71 f. ® TOP 30' 7.0' 14.5' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PATE ED6E FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO b FT TO 18 FT WIDE OI'ENINN65. (n ROOF FAME TO RIDGE ROOF ONLY 20 FT Ib FLOOR _ PANEL HAS CONTRIDnIN6 LENGTH OF 48'TON^IARD5 Rb02.103%)MINIMUM L.ENSTI4 WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS T 7 p TOP 40' q.0' 185' ROOF SAYE TO RIDGE ROOF+I FLOOR IS FT 1.15 REGiUIREMFNTS FOR BRACED WALL PANELS AT BRACED WAIL LINES. WALL TO BE LONIRIENINN5 LENSTH OF 4b"TOWARDS R602.10.3(1)HIM"LENGTH TO DETERMINE PANELSIMPSON SIZE A�1 q��BpLT,��TO ❑ ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 13 USM ON FIRST FLOOR AWPLIGAT1O11 ONLY. REGt11REhENTS FOR BRACED WAIL,PANELS AT BRACED WALL LINES. TOP 50 11.0 23.0 ROOF HAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 0 R ACTUAL HORIZONTAL DE516H WIND LOAD AND CONDITION II ROOF EAVE TO RI06E ROOF+2 FLOOR 20 FT NP \�=" - I TOP 60' 13.0' 275' Ir rr JO UMBER WALL HEIGHT ANY STORY $FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABR) SIMPSON STRONG WALL 3/8.O ANCHOR BOLT OR HALL HEIGHT ANY STORY q FT O.q5 AIDIESNEANGFHOR BOTTOM of 2 10 5.0 105 HALL HEir ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F 16023 WALL HEIGHT ANY STORY 12 F7 1.1 o^�'•'' BOTTOM OF 2 20' q.0' Iq.O' NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 F ' " NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W NIHIEt OF BE•1_PER PIAN DIREG11ON AT STORY 3 1.3 SHEET NUMBER BOTTOM OF 2 30' 13.0' 215' Q NUMB13t OF Bit PER PLAN DIRECTION AT STORY 4 1.45 NUMBER OF EW.PER PIAN DIRECTION AT STORY 5 OR MORE 1b BOTTOM OF 2 40 17A 3b.0 (_2_1�13RACED a GYP IE FINISH O OD C FROM INSIDE FADE OF BHP 1.4 WALL PANEL DETAILSHOLDOV�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-H5P ONLY UNIT 6 9 (MODEL D- 15 ) Z 2ON.TS. BOTTOM OF 2 60' 25.0, 525, GYP BD FASTENING ANY STORY 4"O/G o, UNIT 7 0 APPLIES TO METHOD 6B ONLY Q1 NOT TO SCALE W Q COPYRIGHT GRCH ARCHITECTURE P.C.. 2017: ALL RIGHTS RESERVED EXTERIOR WALL: F- HARDI-PI-ANK GLAP A g BOARD SIDING y HATCHED AREA W TYVEK OR EQUAL 1'-0"HIP WIDTH INDICATES LOCATION B2-5 D-5 o I/2'SHEATHING OF FIRE RATED ROOF d 4'-0" 41-0" CONT.2"x4'BLOCKING 2'x4'STUD WALL Ib"OL. O � V WALL SHEATHING 4'-0" MO VENTING) (NO VENTING) U CONT.ALUM.FLASHING W/ FROM CENTER OF r 2"x4'OUTRI66ER5® 16'O.G. 1 RI 6E5 TO ALIGN FIREWALL-EACH SIDE I RIDGES TO AL16N b"AZEK RIDGES TO AL16N Z TRIM BOARD L -FRAMED SOFFIT DRIP COLOR TO MATCH O ^ ► � _ � v 4 2 WOOD TRIM) RIDGE VENT - �� 3 RIDGE VENT m - F- I-T1 : 5/4 x8 TRIM - -,.: _-�.-�:�.�_-•--_-'---_-_---'-_---�- -�-'--- - �� / - /r-� - -- -:-.-k.==---•' -- ..__:. =-�-r-� ,�-_. ,�, _„_. .-,� � ,_„_ - •c c� b AZEK TRIM BOARD __ - / rl� ,-_ _ -r.... _ N _ �= TYPICAL ROOFING: L,6 ITECTURAL 5HIN6LE5 F- ._.___.. .__._._ _ ._. _ - y - - /- _ _. __. ._ ..._.._._.. _... ............ - - 6UTfERS LEADERS q ., , . r... "-f.,- ^- - �. .. . -,� C) lv 1 I— l°/ � �/ I. ye/ /� /J'. � ,.e.,.,...-_....�.,.a_. �' ,...e,...-.. .��.,_�_.�..,�m..,...�..y�r_,a.�,,:-.�.,,...,•,w-•,. .d,,.... iIARCH ` — � ALL GUTTERS d LEADERS SHALL BE BAKED __:__. .. ___ -_ __- . - _- - _ _ _ a _ ___ _I"x 8'AZEK RAKE BO W/ %r7/' . / ,T / �.,® _. _ __ __ _ - �---- a�=- - - - -- __ 5/8 PLYWOOD THING O WHITE ALUMINUM A32" MIN.GAUGE,6UITERS _-� = N. I x 3 AZEK TRIM(TYPE _ .,// /I /� ✓1' /_ ,_�_ - 1 -]=1--1:i .�� : __ - - --- -_ _ = U o -24 ' •� 12• ``" �j SHEA a "x12"AZEK TRIM SHALL BE 5"5EAMLE55,0G 5TYLE W/ALL _ I -_1_ : . �..__I -- - '-. .,_.- . �`/ yip ._ 1 -:-I ' ' 1 ._ dl._I"x 8" -- - :-T _; sv ti - aCOo / 2-_ 771 _ : _-_ ____ . - OS- AZEK RAKE ' ` RELATED d REQUIRED ACCESSORIES. LEADERS :�_- ___-..�t Ij ---. wlNDow - - T - Tx 3" TRIM �I C W/ 2 . r ..'�.. 1 2 I I ❑ HARDIPLANK HORIZONTAL/ — ` — _ DENTIL BLOGK#DTL55x4xl _ �_.:� . .__ _ _.. ,. _ .�C ., - . _ -' �_ - - -. _ _ - AZEK " " SHALL BE MIN.2 x3,.02-f GAUGE W/CLIPS E �• �' - -�== 1 -.�---- - - ------ - -_ _ _ T M - _ i, ' CLAP SIDING � / '-�-�i� � ! I' ��1 �,:,..�...,,,�..:y:..__;�.: .,._.- ,,, BY FYPON OR EQUAL ANCHORS. CAULK d SEAL ALL.IOINT5. PITCH _�_� - __. _ - 1.. /-,Yf;TL// 11 : T_/`..f ___ : _ _ I-1],.I-__1:.1 --1-.-1-1�� 1�� +I�_ !}I � - __. _.....n -__.a .,_..._ /,1�_'�/ p1. !, `1y/, -m�,�L/.F �. - :1_-_•-] -1-{- _-_ __ __ _________ _��_�.__ _ _ „J..'P.-�rm�.•�,., -r ..._ -me__..i.,m..._ _..,,.y.__ _ _ _ ” 61JTTERS MIN. 1/&"/FT.PROVIDE P.V.G. �. -*--. __ ___ ._____...,._._._:_,_.._..:.T ._._,,l_.... .:....� T,.r`_ ,T_ ,?��, � - - �� 5/4"x6 AZEK TRIM __: -.T -_ _:_ _ _- f._ /f- _,/� jr' _I . __ - 1-* I T,- ,,1.1 --.�_ -1;�_� RECEPTORS 8 ABOVE GRADE TO RECEIVE !� ;1 f tel' /' %� I' i l \ 12 -12 _-:_.r ..._'-_.._:._--..__.._�-�- � � - -f� �_ �• -`-=---` a-�-:_: ��] ,1-:�-:�-�-+-�;�-�•�I-:=1_.-.�-f.�=�:-�,�__ -; ..._.. - ,,.�, - _.-:_�:-..,_��.��.w.., .. LEADER5(CLOSED GAP DE516N). -- - - - - (p I 1 i 1 !_ I 1 .I- __ _ ;•r:u..- `"�' _ _, 1YP EXTERIOR WAIL - __:. _I t IIt II - :_ �.'/%� / I 1_ b HIGH BLINDS _. .- i HARD PLANK 5HINGLE _-. --. .. \ :_:_ _. ! ' 1 !- FLASHING 1 - -- 2 12 2446 -- - - y.�, r�,l - / _ :-.. - :- - • rI. 11 „ _ \ - -. ___ _ _,-. I 1 11 11 i 1 1 1 I. (;l; 1 '1 GABLE ,.. Ll TYVEK OR EQUAL _T-I AZEK 5HEETING I I 11 _ _T?-T-` //`'l . , .'/ -.s - - -- -- = -: .,T=:_.� W;_ .q. �.=._,, .,:�. I In"SHEATHING - %<,� !' �,�//�� _l •, I. .I.z.l ; .i_ 11� . ! ( 1 1 ]__i---r_ _ _ _ _ - - =-� r -_7 - /—•/ ! ! 11 L 1 11 1 1 + l-� 1-! 1 = I - .. ; _r �. END " 2x4 STUD WALL Ib 0°C. _ 6"HIGH BLIND _ Z -- - ._ -. /[; -•+= _.,__� _.-'__. -`�---_`-•�`__'_-�__- \— / %°• - - - - _�x:rvlavc�..:�uYxrj�._c•�•3..,v.Yl..a.,.mv:.'+.�.._i.:-L_wa,.l-a•e•"--i �=-a,ur=sv4-_.moR+=avc:- .lr.—_�. '_'r _ - �. . r - 2 DETAIFLASHING L - --- -' _ - _ _. _. __.. __ _ _ _ -_. _ ., _ /- % . �: '?`' I I ABLE U �- ,_ —, ._.._,.#:_........_....:._..:.---•----...�._.:..:....__....., I.— i I � I � '-"F'm•-:.,s:..,,...,m,,.:.:,�---rte,-,,.,,,•,-.�,�._-.,,-, - - �,/ -- .-... -.-- - --� - I� END WALL I DINING AREA BEDRi1#2 - o -- -„ _�:., - ..-..y. �� .1'X8"AZEK � f - / I .H.` I. Q PLATE HT. I II -- HT. __ _ .__- m_.- __ ;;- „//:- r -. --:FRIEZE BD.� 1111- 'PLATE - __�R . I 1 1CD 1 -amu i �auw_ CLOSET OH. _ � . - -GARAGE -.�;;: IxS FA / 13MRO # O _. . _ 12 Y ATE HT. i, / _ / / _ PL'T HT LINE OF ROOF I I A., � - , �=a�a i-.1�-_. �__! i �_�--.:�._�.,.!:-- t:�- - }-T�t��-� '.._ .;.�_I a ��..,�,_ k:•, o TRU55 BEYOND I I 1 ° / !k''(%:,✓ ,% !i ] !.� 1.! :1 fi. ! C: [,1 I ]+ , 1 t1 __ 0 - - H. LL L n 2 0' 9 I I OH. f / I : I i �� '�� .I ' r�;�- h' _._,.:I.rIV. o Cy) El (3) 2x8 P.T.GIRDER ° +' � - - 10"AZEK I I = 1 . I .] - .�_._ BEYOND FRIEZE BO. I I = I 1i' _ " r a 4 C - - -• I '- I Xb" AZEK NNNNNNI I I LL -- I Q •'f ! Ixl2 AZEK TRIM BOARD Q w Ix8 FA561A BOARD TRIM I I = _ I _ ____.-_ II / i � I I _ �/ / � - - - -- --- - - - - - - - - - - - i�.]� .��.'...I.��.I._ � i ' _!_ I ALL SIDES COLUMN® / PORCH BEYOND I I i rs I I - - - - - I 51MPSON LUS28-3 FACE / - - - - J FIN. 15T FLOOR I I I I 1 i..._1 il;.l _ -1• FIRST FLOOR ~ = MOUNT HANGER ELEY.+01-0" - - - N — — / / ., (3) 2x12 P% .T. 6IRDERBEYOND - - - - - - - - - - - - - - - - - - - - - - - - - - - - W w - - - - - - - m I I I I SOFFIT I EXTERIOR WALL I U I I I I I I i I"x AZEK -TYVEK OR EQUAL m Ix AZEK TRIM BOARD OVER I I I I I I INDICATES LOCATION I"Xb" TRIM TRIM ALL -HARDIPLANK SHINGLE SIDING D _ 61RDER5(TYP) OH, I I I I ( ( OF FIRE RATED ROOF d ALL 51DE5 I 51DE5 I -7/16"05B SHEATHING 51MP50N BG52-3/b P05T WALL 5HEATHING,4'-0" -2xb WOOD 5TUD5® Ib"OL. ❑ O GAP ANCHOR I I I I I I FROM CENTER I I l a l 10"SQUARE HBdG PERMA CAST FIREWALL-EACH SIDE I I -b"R-19 BAITS i o L.J COLUMN #46352 W/SQUARE 1 FLAT GAP It 5A5E (OR EQUAL) 4" 2'-011 i 4 CORNER COLUMN TO BE I I I I I I I I I PROVIDED W/SPLIT KIT I I I I I J I ( I E- BASEMENT _ _ _ _ BASEMENT Q - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I bxbP.T.P05TWITH5IMP50N - -1 - - -r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I T.0. 5LAB U) - - - - - - - - -1 - - - - - - - -I- - - - - - - - - - - - - - - - - - - I I ABU66POSTBASE (TYP - ALL L - -1- - - �- - - -I- - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - I I COLUMNS) - - - - - - - - - - - - - - - - - Z UNIT 70 CL 2 HR 5EPERATION UNIT 69 ( 15 ' PORCH) TYP. REAR COV. PORCH DETAIL I A WALL PER UL#336 g FRONT ELEVATION o ., . „ B2-I B-2 (MAGNOLIA). 82-5 D-5 MODEL D (LINDEN) „ o 3/4 -1 -0I/4 11-01 2 HR SEPERATION B WALL PER UL#33b A D-5 B2-5 41-0" A I-011 GABLE END LOUVER BY (NO VENTING) (NO VENTING) TYPICAL ROOFING: RIDGES TO ALIGN "FYPON' #LV12x24 ARCHITECTURAL 5HIN6LE5 15# r ,� ,� ,� I FELT UNDERLAYMENT uj .- � � ti n, � N ao 5/5" PLYWOOD 5HEATHING o C4 cV N c! ani -: cq Lq R106E VENT R106E VENT I 77. -�-----�= --- -�-- HORIZON / � /,•r�� -- - HARDIPLANK ---" . -, , HORIZONTAL CLAP I x 8 AZEK RAKE BD W/r. ._I. _....,,.._.-_._.,..,._. /�• 1 .�� - _ ._._ ._... _._.. ,.�..,_ .�,--...._ ._.. __.. .�.. a_�..__.. . .._.,_:- - ._ �y SIDING -----�--^•- (( ]. r I .,. ,— ..�_:�„- .�_. _.„,_.I- _._.-.. ...... .»_.,_ ...___......_-.-- ""'""-"'/'�'/..,,/ .„,/'Y"" /JC.f y_ _ .-r..». ._t._.. ...... ...... ..._._..i.,.,�._._J_..a—......-a..,-...— _ ......_..+.._.ate.—.,,..V.,r..._. Z ca EK TRIM(TYP /f / - - - - _ _ b AZEK TRIM BOARD I 12' . or f _-_. j iri cn cn 12 tq `_ - - - � '/ - -: -- -' - - :_ - z z z o z z _:._ _ - x�.==1=1 04 z _ _ _ . . ' FLUSH .�,.._ ' LL.,.,:. ,- .......�....� J�J/ - ,T` - --- --�---- - - - �- ^_.... ._...:..........- __ m 12.. / —/ .:...- I x 3 AZEK TRI �-� I x 8 AZEK RAKE B ¢ g �...� 12 g f � rn - q " " M(TYP) �ii 5 5 5 N ❑ �.: W W W J LINE OF GABLE I / J._........ ._ _—_J_.-_ - •,Jsm..«,._... ..w...L ....... ,.......J..._.: ..,.»......•,... _..•,.I. .r.... ....... —..L— .�.._..._.. ..w«.1.. .r...._.....-- U END WALL _ _� -._..... - - - _ - - --J-1 12 - �.rf / -....- _.. — .,� ._�.. .�..._ -_..... ........ - _ -,-...-. .-,. - ....,.. ....... N L , , b DIAD AZEK i1.. a_1:.Lr"l..Trk�.:}.,1:,]__, I.:_._,:_._] _I. 1 .,. 1_,:_1 - - ► - _ - __ _ _ 1 I 1 I ! ( : - - -1 _ - '- TRIM BOARD - b HIGH BLIND - I x _ ._._ . AI5GIA5• �'` ,i _ _ _ _. _ -._ q N TRAY CEIL.BEYOND .. ! I f / r-� -- - - - _i I '� _ _� FLASHING ' I I � --'� 1 I j �;=.w - _ - �.-- -� �-- - -- � -- -�-•--- ---�--- b' ND FLASHING / HIGH BLIND 1 -7 - 2 l;l _ I -I - -ALIGN _-,:�:1 I ! I ! r._1 1.x_I= - 1 -- - - - - - - - - - - - Ix8 FASCIA BD. - __ 2-1.1 - — �• 1 ] - - -- - - , - - - -:- :: - i A5 R BEDROOM _ � 2015 IRC R312.2.1 Z rr- -- -- - - --- - -- -- - - - -n / / nn nn - _ 7 PLATE IN ROOM IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN U l PLT HT -0' OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" 11-011 t I I ,.l .., / I'-0" --- - - --- f T`- - - - - 1'_OII _1_�. i. !. IOH. 2015 IRC- 62427.8 (503.8) ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE 0 m a 1_1 1- __ i _ _ _ _ =_ _. . VENTING SYSTEM TERMINATION LOCATION: O.H. fi' �: _., O H - - THE FIN15HED GRADE OR OTHER SURFACE 13ELON ON THE W O w _--]r,--_-- =-- -T-•---:-- ---I-�._.:L.......----! THE VENT TERMINAL OF A DIRECT VONT APPLIANCE WITH AN I I I I EXTERIOR OF THE BUILDING THE OPERABLE WINDOW SHALL > M"'� INPUT OF 10000 BTU PER HOUR(3Kl^�OR LE55 SHALL BE W v w I I I I I I 82-I COMPLY WITH ONE OF THE FOLLOWING: �I LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A _ ¢ ]' ,.�__] Q 't' • I I _,_,,.,y,_'=l.. I I I I I I I I 'OPENINGS THAT WILL NOT ALLOW A 4 INcGH DIAMETER SPHERE v ❑ I'X8"AZEK, ._.1._: . -•_-_-.I I I I I i i i i i i BTuBUI�PER HOUR BUr NOT OVERING,AND SUCH AN 150 000 BTU HOUR SHALANCE WITH AN INPUT OVER L O TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED x FRIEZE W. ?, ::1 IS' S"G WIDTH ; ` I I „ 1 I I = POSITION. q I I 16 1- WIETH I i INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND *FALL PREVENTION DEVICES THAT GOMPILY WITH ASTM F 2090 W .LL ,� t.., ti „_1 ..�. ._... !. - AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR 4 :t�,, _) I I I I ►_- I I I I I I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO Fm] _ s 1 I 1 I I I Q SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION 6 AZEK TRIM �: o 0 1 I 1 I I 1 = RR-EA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO BOARD ALL y l l -!.�� ' _ ] _ / = T - CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING El / 0 0 1 I I I I I INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. r T I I _ AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. W I I I I 1 I b AZEK TRIM -! ALL SIDES c� -J - F I LI 111 .1 illI I I I liJ FIR5T FLOOR -_ "n,� 1.w1,�7'_� ,_;,._. :�--�`�..._..._a <-;1.1-'.;.I-_.1;.,.1 1_�I . ; I I a1.. ,_ I I I I I I I I _ FIN.IST FLOOR a ELEV.+Ob" ❑ 12"5QUA " Bd G" PERMA GA5T I Ir---9r - ��II I I I W GLEN oQF J �AI I COLUMN ARE FLAT GAP d I I I I III II 1111 I 0 I"X6" TRIM I 6x6 P.T. P05T W/51MP50N I"X6' AZEK I I II u u bxb P.T.P05T WITH 51MP50N BASE(0 E AL) - CORNER 1 III II IIII I I I 5652-3/b POST GAP ANCHOR 4 I U co y ALL SIDE I BG52-3/6 POST GAP ANGHOR TRIM BOARD I I lu II IIII 1 I II I I I I COLUMN Ifo bE PROVIDED W/ I I I III 51MP50N ABUbb F05T BASE(TYP- Q a� - . EG 55 4 51MP50N ABUbbZ P05T ALL SIDES I Ili II up 1 I F1. SPLIT KIT I I I I I W . ►- I( WIN O W 5 „ I I II ALL COLUMNS) I 2 '' m I I I ( I I ( I BA5E W/ /e DIA APHE51VE I 1 III �J1NDow IIII 1 I I o ANCHOR(TYP ALL COLUMN5) --- ----'I 1 I 10" SQUARE HBd G PERMA CAST I U '� �10 4 I - - I I I I I I I I u---------u I q COLUMN #46352 W/5QUARE I U FLAT GAP 4 BASE (OR EQUAL) I ❑ FDI - CORNER GOLUMN TO BE PROVIDED W/SPLIT KIT I ...................................................... BA5EMENT_ i _ _ _ BASEMENT T.0. 5LAB �-� - - - - - - - - - - - - - - - —T�- - - - - -��T-- — —r-T - - - - - - - - - -- - - — — — — — — — — — — — —— — — - - - -- - - - t-1- - - - - - - - - - - - - - - - - - -� JOB NUMBER - - - - - - - -I- -L - - - - - - -I-- _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ -L _ - _ _ _ - _ _ _ _ -_ _ -L _ _ _ _ _ _ _ _ _ - w 2016023 UNIT 6 9 (15T PORCH ��P� $336 UNIT 70 Q SHEET NUMBER ) g A UNIT 6 9 UNIT 70 DUET CLUSTER D-5 g2-5L Y TION Z MODEL D (LINDEN) B-2 (MAGNOLIA) REAR 1/4,1 = I,.01, _ B- 2 ) B2 — (MODEL D 15 ) (MODEL ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) r F- z A D-5 INSTALL ICE 4 WATER SHIELD 2 0 R1116155 TO ALIGN PER MANUFACTURERS 0 5PE(IFICATION5 TO MAINTAIN 0 (R-1q) BATT5 0 4 :3 RIDGE VENT PRODUCT WARRANTY *6 CONTINUOU5 ABOVE 0 V CL0 A= APPLY ICE 4 HATER SHIELD IN -0 NOTE- z Is AZEK 5HEETIN5 "7— • a) 2 11-00 0 E CONT.BLIND FLASHING --y5AE3L FAIR HEATHER MEN THE AIR 7 X8 , F 4mmJ :3 U) GABLE END _-—---- rsssss� ROOF DECK AND MEMBRANE D END O.H. RE AT TEMPERATURES OF ■2Nx 6'NAILER-LAB C*4 r j --T_4 LINE OF GABLE O.H. 7 7=_ 40°F(5or,)OR 1116HER. F- CCI:4)>: ........... END WALL 13OLT TO VERT STU 2! U) W1 is VIA X 6N L BOLTS z Qcn:a ev ..........x-=..-.. ce) . . . . . . LINE OF 6ABLE 0 < a L) END WALL 4 co ................. 7" .............. -oil 0 cn U) 77 4- C) GABLE __7 • 2"x 6N RR 16" V) OG ENE) _—A O.H. -------- qll (R-30) BATT5 (L 2'x 4"5OFFIT B115 --- - --------- I'XbN AZEK F T- E ],_l _d! L.1--1 !j. FRIEZE EV. WINDOW HEADER PER PLAN j----------- -pl- L__4 1_j-j il �, _I 1 , I T 2 I I !J I _J-_4�--.L--1 A2 !:- __� - , i I �.� 1 BLIND I--! 12 L 10.5 4 • ! _Z7, z -77 T 0 A5 BEPEQQM F[ PLT HT H I Id - -----------I ILI it L� MN50M WINDOW �_j ------ h h I-I I-J: 1 1 11 -1 r - 1 1 i_A j i 111-1 T'I 1--1 -A-A-L -1-1- I BED #2 F_ BEDROOM#2 O.H. 01 • it —PLT FT tJ! L 1 1 L I �J O.H. ------- z RE1`URN L, Ij 0 E:= 1-4 T. 2"x5m 0 161 Or, FOR SEAT Eq 1-i 1 1 4" 1 1 4" -1 1 1, 1. _j _Jj -ER5 W PVC, SHUTTERS L IL 1- i 1 ---}-1-'-i 1 0 � l I 1 1 1 J_ Ll . 1-11 A CL05ED CELL SPRAY FOAM LL 5:::� ; I ! Ln -1 jj -I_ OF EflUTTER TO BE INSULATION TO COMPLETELY DOUBLE-HUNO WINDOW— it A 111 J A 1,J i I i � I i ;.I I-i I. ! I _:-! 1C--[-_t___1 — - - !J T HALF WIDTH OF FILL SEAT CAVITY 0 -6 - ---------------------------------.. Z (2)2"x&"@ ENE)W A35 NINDON I I 7 -1- 1 11 0 _111ulLill 1A, • SIMP50N GONNEGTOR---,, , E] ------�4__!_J dj (Z .---T 1-1-7 J___LA" 9 T- ........... .......... 14 IJ i "1-1 im 11- 5IMP50N H2-5A CONNECTORS 4 J.1 I,- L I"x 12"AZEK TRIM _4 LL I J 1 1 ! 1 1 : 1 A_ 11 riss-1 4, L� 1 -1--i-A �11-All 1 7+i F- I Syp Bo r 4 FIRST FLOOR FIRST FLOOR 3/4' T46 05B 5UBFLOOR ��7 �Issq 6LU15�) 4 SCREWED-RUN p---q or 1/16' 056 SHEATHING CONTINUOUS BETWEEN PLATES I NX4" AZEK LINE OF GREAT AT EXTERIOR HALL C LINE OF FOYER BEYOND E% TRIM BOARD ROOM I5E'(0NI:? 2X12 FLOOR F_ ALL SIDES w J015T5 lbox. co FIRST FLOOR LINE Essissis, if C) UNFIN15HER BA5EMENT BA5EMENT++. 1365EMENT T.O.5LAB T.O. 5LAB D Essississill -RIGHT END ELEVATION V .I CD z UNIT 6 9 ( 151 PORCH) rA 1/4 1-0 r2 `��(R-13)CLOSED CELL SPRAY FOAM IN5UL w D-5 ALONG IN51DE FACE OF FND.WALLS-FULL HT 2 OR DRAPED BLANKET INSULATION D 0 M ODEL D (LINDEN) 0 0 B� R106ES,TO ALIGN BEDROOM #2 BAY DETAIL RIDGE VENT �11241 1.2 LIKE OF ROOF co C4 cm; Irl: BEYOND®MASTER ASPHALT ROOF 5HIN6LE5 cq liirj BEDROOM RIDGE VENT z� co 0 Nis OH if INSTALL ICE 4 WATER SHIELD PER MANUFACTURER5 PLYWOOD SHEATHING 5PEGIFIGATION5 TO MAINTAIN OF GARAGE -t-� u" PRODUCT WARRANTY tj��LINE VENT co) RIX-7E VENT a& 'gi ROOF BEYOND 15#ROOFING FELT PAPER z z NOTE. 12 (j) (L 12 INSTALL ICE 4 WATER SHIELD PER 6 z co co co ROOF FRAMIN6 z z z 0 z z APPLY ICE 4 HATER SHIELD IN RMPAGMERS SpEca To �041 w -12 — — RIDGE VENT S2 Z FAIR WEATHER WHEN THE AIR MAINTAIN PRODUCT WARRANTY. 0 0 0 0 0 :5 ROOF PECK AD MEMBRANE =F 41 t= rARRY Dom FRONT of FASCIA- co) 55 - rR co (0) a. :S -5 OF . MIN 4'TYPICAL w AREA TEMPERATURE _Xplo� LUN t7L)K 2�6 I _j 4OoF(5oC)OR HIGHER. 2015 IRG- 62421.b (503.8) v w Ir Lu X w ch z10 7 -FLUSH ROOFS 1 0.40 ALUMINUM DRIP EDGE -T lx�EL�Gl�Lo. VENTING 5Y5TEM TERMINATION LOCATION: 2"OH CAP C) THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH &'AZEK FASCIAS AN INPUT OF IOPX BTU PER HOW(300 OR LE55 SHALL 61RTER ALIGN 01 FRIEZE BO. 13E LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A 04 BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER r -BATH#1217H _O.. GREAT ROOM JQ 13EPRM#2 Ir . - — - — - — - 10,000 BTU PER HOUR BUT NOT OVER 50OX BTU PER v-PLATfItln�l I Efli, 'PLATE HT OH.. PLATE HT. HOUR SHALL 13E INSTALLED WITH A q INCH VENT F 1,-4„ -7 TERMINATION CLEARANCE,AND AN APRJANGE WITH AN .._ N J1 I session I T_n D ! I I 110, OH. TTTA 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF W ION INPUT DVER 50p00 BTU PER HOUR SHALL HAVE AT LEAST Z I__71-_1,�_Ij 7TT D OH" FRIEZE BE). THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 1 =121-0' LOCATED AT LEAST 12"ABOVE GRADE. 1 OR 0 �E 1 1, _j Ii w T= ==Iv- 10" SQUARE 1-15467 PERMA "_�Tll 11 TT-F —EXTERIOR HALL wm. _L It I I APPLY ICE 4 WATER SHIELD IN uj CA5T COLUMN #,%39)2 H/- 18 -HARDIPLANK 5111-51,116 0 m 'cl I FAIR HEATHER L) a 5QUARE FLAT CAP 4 IQ IT ;,-].1 11 1 1 11 11 1 1 I 'll -TYVIEK OR EQUAL =L 2015 IRC- R312.2.1 WHEN THE AIR ROOF OELK AND z BASE (OR EQUAL) - -1/16'055 SHEATHING IN VIIIELLINC,UNITS,MERE THE TOP OF THE SILL OF AN MEMBRANE ARE AT TM I E? CORNER GOL"TO BE TH' ill I 1 11 ill I -2xb WOOD STUDS® 16"O.G. OPERABLE WINDOW OPENING 15 LOCATED I F55 THAN 24" M+ERAMW:5 OF 40°F(5-0 OR c/) Isis. _nT -b'R-21 BATTS ABOVE THE FINISHED FLOOR AND GREATER THAN l2' HIGHBt W PROVIDED IN 5PLIT r1l] I-Ti-n-Y d) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW FASCIA BOARD ON THE EXTERIOR OF THE BUILDING THE OPERABLE AZEK SOFFIT Ii LJ.I J I 1 11 11 Ili 11 1 ONE OF THE FOLLOWING: HOARD W 2"CONT. ill U=LL.� -TFTTTTFT FIN. 15T FL_ OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER VENTING OR VEM FIN. 15T FLOOR I T /11 11 11 1 11 11j C-) - — - — - — I LIU I VIM SOFFIT EUE_V.+0'-0" ELEV. T L41L SPHERE To PASS THROUGH THE OPENING IN ITS,LARH5T OPENED POSITION. FALL PREVENTION DEVICE THAT COMPLY WITH A5TM F bx6 P.T.POST WITH- WA—Uo C:,A-RA—eE 20qO z /I \_10" 5WARE flI64 C7 PERMA I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION DETAIL 2 5IMP50M 5G52-3/b GA5T COLUMN #46382 W I BEYOND OF UNIT b3 TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW z P05T CAP ANCHOR I SQUARE FLA GAP 4 TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR WALL® GARAGE SIMPSON AB%b 13A5E(ORE UAL) - HALL @ GARAGE :... .. .. .. .... . . ............. ............. BEYOND P05T BASE(TVP- BEYOND OPENING AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SCALE: 1 1/2" P-0 w CORNER COLUMN TO BE SQUARE FEET. GIs ALL COLUMN$) I 1 2 - 101 R PROVIDED K'5PLIT KIT C, I ��N ��SFO co < m Fri c/) BA_c;E�J_1dk - - - - - - - - - - - - - - - - - - - - - - - - 10 - - - - - - - r - - - - -- - -L - - - - - - - - - - - - - - - - - - - - - - il - - - - - - - - - - L T - - - - - - - - - - - - - L- - - - - - - - - - - - - -L - - - - - - L- - - - - - - - L- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -L - - - - - - -L - - - - - - - - - - .............. BER LEFT END ELEVATION UNIT 70 1149 = 11-011 B w 016 0 2 3 < SHEET NUMBER i,4r--z r'ABLE ND E 0 I dE B - 2 (MAGNOLIA)- 62-5 UNITS 69 (MODEL D- 15 ) DUET CLUSTER. uL) (D - 2 ) ELEVATIONS U) & 70 (MODEL B z B2 - 1 .01 w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 'CL 2 HR 5EPERATION V) ^^ ,, WALL PER UL#336 TB'-0" F- W Z w E 13'-0" i l'-2" 14'-4" 24'-4" 15'-2" U 15'-10" p 5'-6" 4'-4"M.O. 10 51_4" 0 .—d V 1'-0" b' bN (1_pN 11-411 20 0 N B 7 DTI ti I 20 f- ton v D-5 F DTI >N ,(D - - -- - - --- -- -- -- -� NEGRESS 04 z_ _ - a� HD :..::.';;. WINDOW HO - Z U Lp L�X' �cn:a vii ;• •' O Q W c M 7=1o 24 — — — — — — A (2)2d0 P.T. o ° U M co j 62-5 i 4 FD1 o ° 2xIO 5LA13 4" WIDE J015T 5EA a SEAT (T•O.W. EL.= -I'-I Y") 4 8" 12'-10" 8" 10'-0" 4'-II" 4'-4"M.O. 5'-1' o UNEXCAV. m � I UNEXCAVATED ( � �? • 4"P.G.SLAB WITH bxb, _ — 10" P.G. FOJNDATION WALL 4" P.G.5LAB WITH bxb, T.O.H. _N ° m i Z 10/10 W.H.M.OR FIBERME5H. 2 WITH DAMPROOFING ON T.O W. 10/10 W.W.M.OR FI ERME5H. EL.= 0'-0" MIN.3500 P51 GONG. b" 8° FD1 FDI 20"x 10" P.C. FOOTING (EL. -O'-10") MIN. 3500 P5G 1 GO . i O ° ----- I (T.O.W. ELEV. = 0'-0")HIP 20 IDTI i I � ' E6RE55 1 I'-0" I u) p I h r WINDOW FD1 b'-8" b'-8" 10" OZ o I 4 m O I o I U 1 2x12 FLOOR JOISTS m - _ _ — HD -1 ! 2"x 10" o ® Ib"O.G. ,: — — _ _ = I I _ I I _ 1 0 SLAB SEAT - u, 5 y'x�i}�� Ln LVL LOW 6 RDER I E- M 4 WIDE J015TL_ - - J O HIP J\ 2 DIRECT PENT HE TING_EQUIP. 4" WIDE J015T SEAT I jr4 Z /�� SEAT.T.O.SEAT 4 I F III 4 � 0) 4 4 ELEV= (-)I-I I I APP IANCE G EF RANGE APPLIANGE5 5HALL (T.O.W. EL.= -I'-I Y2°) I I FDI ❑ - Fa! 1 BE IN5TALLED W H THE GLEARANGE5 FROM I \\ L-4 - FDI 12'PG.FOUNDATION WALL I = UNPROTECTED MBUSTIBLE MATERIALS A5 12" P.G.FOUNDATION -- - --- --- --- _-- -...- --� 4 I INDIGATED ON T APPLIANCE LABEL AND IN WALL WITH WITH DAMPRDOFING ON - j --i -- --- -- -._ � 2_pl 10" 24"x 12"PG.FOOTING 13'-2" FSI g'-4" 14'-8" THE MANUFAG R5 IN5TALLATION DAMPROOFING ON I I p INSTRUCTIONS. 24"x 12" P.G. FOOTING D Q I 10' P.G.FOUNDATION I II_pN 24'-10" ` 13'-4" 10" DIRECT VENT HEATING EQUIP. T- " WALL WITH DAMPROOFIN6 ~� HD APPLIANCE CLEARANCE 3 IA L UMN N N _ • LIANGES SHALL BE INSTALLED ON "x "x 12' PG I I I- ON 20'x 10 P.G.FOOTING I ry o .r 2 O 4 WIDE WI THE 6 EARANGE5 FROM r" FTG N.0 TDA.ELEV. - 0'-0" FD 1 ^ w I o W J015T SEAT. UNPROTECTED PROTECTED TERIAL5 AS IGOMBUSTED ON THE I I (— J I I 38'-2" ,. I lo" I j MANUF INSTALLATION I) 1 TON.ELEV A LIANGE LABEL AND IN THE L J PROVIDE FRESH IR INTAKE 3', DIA' 1_ N AGIURERS ALLA I FW-2 Iu d " D TO MEGH EQUIP CODE ON 30 x 30Ex IDP PCir-T - - - - 10" P.G. FOUNDATION WALL � r ^ IN�TRUGTIONS. 1_100 00 {I - WITH DAMPROOFING ON m ^I I FTG (U.O.N.) -- - 20"x 10" P.G. FOOTING ❑ • VIDE FRESH AIR INTAKE p J i j I (T.O.W.ELEV. = 0'-0") MEGH EQUIP PER CODE II HD 2x12 FLoijO 5- 2x12 FLOOR JOISTS — — r — --� - _ _ 'I 21-oll ® Ib"O.G. - I ® Ib"O.G. I =' -1 I r — x Y 'LVL Low s 'xq 1�'LVL Low S I�'xa J�' LVL Low 5 4 1�'LVL Low�tRz . F y�',�J�' LVL Low I 1 L J BASEMENT SLAB 1L J E 4'P.G.SLAB(MIN 2 PSI 8 4 ! TYP. BEAM POG T WRAP�ND5 OF FD1 ■ Dob MIL.POL VAPOR ( FDI FDI GRDR W/ALUMI AT POCKET OR , TYP. BEAM POCKET — — — — — — —BARRIER I I I ! PROVIDE Y2' AIR SPACE ALL SIDES FDI ' j \ I' W o r cAMP a FILL r g5%DENSITY -- --I--- _- BASEMENT 5LAB I_' - _I WRAP END5 OF GDR O o ry �= W/ALUMINUM AT POCKET OR PROVIDE 4 fi>: -� I ,, • 4"P.G.5LAB(MIN.2500 P�I GONG) - ..; (rr � i� ° U � I I 11_Op _.__.I i • .006 MIL.POLYETHELENE'VAPOR BARRIER }' O UNFIN15HED BA EMENT - „ a INDIGATE5 FIRSTq5% ,�, 1/2" AIR 5PAGE ALL DASHED LINE TAMP d FILL TO q5 5 DENSITY o _ SIDES I - '- •s'o'CEILING . — — — — FLOOR WALL5 ABOVE b •1R-13)cLoSED SPRAY — — — — - i - N ° UNFINISHED BASEMENTr- FOAM INSUL AL INSIDE � � � �� - u, • 6-0"CEILING HT. 1 / L J FACE OF FND. FULL HT �] r - = - - I (R-13)CLOSED CELL SPRAY FOAM INSUL ALONG .d' I .-T INSULATION L J _ + I • IN51DE FACE OF FND.WALt..5=FULL HT CSR D(2APED IFI OR DRAPED BLANKET SOW - , I -r: ..__ _ -- f-- 1 I — — - - -- BLANKET ION l0" ALL ExPO5ED HOT WATER • ALL EXPOSED HOT WATER PIPING / i PIPING AND/OR TIN6 DUCTS HIDE JOIST 5 /OR HEATING: I' Lu o TD BE INSULATED N.Y.S. �� ( .OW EL.-=1'-I Y2") 4 DUCTS TO BE INSULATED,A5 PEP,N.Y.5.CODE. I !1 r- GORE. \ FDI i. I `\ I r 4"WIDE JOIST ?< D.O. 12 FLUSH = F, I SEAT.T.O.SEAT - - - - _ I'-0" 4' / LO 4'-AI g'-8" g'-8" Il I ` Y_ I... q,_8"_ - -- -- __- lo° N N N M r~i m N Lq iv ELEV= (-)I'-I " o `� _ ,�� 2 1 LOOR JOISTS i I- F -1 N — / 4_ ��i I 1- 7 !I!! F - - �I I I o HD 1 " q L I — I - I b o•G• - LA_- - -1 5'Y�xG,l� LVL LOW 1RDBt I - ( 5 Y�'xN LYL 6tRI�t I -1; 15 y4" LVL LOW_ • _� - I X — x ,-2" m I T.O H. —� UNEXGAV. L 2x12 FL JOISTS L o N 8 4 -- - I C `i I I �" I 1 I - EtEV. =01—ON „ o 7I (- L i Iq-3 ! — ! 4 P.G.5LAB KITH ® Ib O.G. ' I UP 4" WIDE JOIST 5E T z 7 bxb,10/10 W.W.M. _ m ! I I Z . FD1 OR FIBERMESH. w �r I c N o 13R (T.O W; EL.= FDI m ga g NN.3500 P51 N p x 10 I ° ®5D c"S I "F 1.! z z z o z z �' Z N in cT " NG. " u N N N _ g" `1 3 FD1 _ — ___ __ _ _— _.___ ____ —.__ _ —_. — __. — —__ __ - Q g f— 1 r- 8 4-b I'-0 �/2 8 l-2 > a g cn 5 w 5 � �I B2-5 i _ SLAB I.-011 F_ - r ID" 13'-8" 10N ��Q w ah ob U 3-2 I — #5 CORNER KEBABS W/ 4'-ON I-0 3'-10" 14'-b" oU co HD I I EC-5® MIDPOINT OF " 2x10 5LAB �' 2 N L I SUNKEN LANDING #5 CORNER REBARS W/4-0 • (2)2X12 FLUSH FOUNDATION WALL 4 I'-b' ® o T 0 = FROM TO d BOTTTOM. I 10' P.G. FOUNDATION L LEGS® MIDPOINT OF ,T FD1 FOUNDATION WALL d 1'-b" 4"WIDE J015T 0511, o UP 14R o I WITH DAMPROOFING ON FROM TOP d BOTTOM SEAT.T.O.SEAT Lo -2x12 F JOISTS 0 20'x 10"P.G.FOOTING 4 A 1_ ® I G. N I'-O" (T.O.W. ELEV. = O'-0") IS'-4" 10° ! b'-8" 10" II'-b" 10 D-5 1 ELEV= ()I I 10 2 6 I 14 2 8" UNEXGAVATED TYPICAL I �i W u 1_ u _ n GARAGE 5LAB UNEXGAVATED TYPICAL 4 WIDE J015T T 2 a U o •4'P.G.5LAB(MIN.3500 P51 GONG) o ( (T.O.W. EL.= -1'-I 2) IZ CD GARAGE 5LAB i o REINFORCED WITH bxb,IOAO W.W.M. ►- pC 0 m _ 9 I/2" LOW 'TAMP d FILL TO g5%DEN5ITY ry O 4"P.G.5LAB(MIN.3500 P51 CONG) J Z o • '51-OPE 6ARA6E 5I.-AS DOM 2' Q = REINFORCED WITH bxb,10/10 H.H.M. I - w w HD --�� — J ER L _ J TOWARDS GARAGE DOOR 0 . TAMP d FILL TO qS K DEN511Y » '�. All - -----• •`' ° W O w ( ' - • SLOPE GARAGE 5LAB DOWN 2 T• W HD o o HD H v o 2 2 FL T5 cn _ o alb"O.'61. TOWAR05 GARAGE DOOR (E O'-10") l_ l_ Z B 10" 2'-b" -' II'-8" SI. Il'-lo" I'-0" IS'-4" 80 5-0 13'-0" 20 q 62-5 I_ N V:q 20 DTI v 8" P.G. FOUNDATION WALL 6 DTI 1 5 O W/DAMPROOFING ON `� I FD1 ❑ HD • 4"HIDE J015T 8" P.G.FOUNDATION L -2 I = UNEXCAVATED WITH DAMPROOFING ON TOP OF WALL Ib'x8" DP P.G. FOOTING o FD1 Q b = (T.O W. EL.= O-0) 4 P.G. 5LAB WITH bxb, 0 SEAT.T.O.5EAT �_ �� ( ' " I 11 p ui 4" Ib"x 8" OP P.G. FOOTINGDN= -I 2 ELEV= (-)I'-I " I 5 10/10 W.W.M. OR FIBERME5H. r I FD1 MIN. 3500 P51 GONG. z m ui ' a 2x12 FLOOR JOISTS Z U Ab cO U ............ . .. ........... 2'-b" o" Ipll Q 3 r r FD1 '�`B 3 T.O.W.. 1. AB U /�at ��EN z� �Fp _ 2I/D (EL. -I-2)HD p HD DTI 2" LLIFD1j Al \_9UNIT 69 ( 15' PORCH) I6'-0" M.O. 1'-4" 2'-0" Ib'-011 M.O. I'-8" 2 � � UNIT 70 �'_p" FD, 13'-0" I8'-4" Ig'-e" ,'-Q" I3'-0" MODEL D (LINDEN) cn ti Y n y B-2 MAGNOLIA 38'-6" 3g'-b" 82-5 �L 2 HR 5EPERATION D-5 JO UMBER WALL PER UL#336 w 16023 HD- HOLD DOWN GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E < SHEET NUMBER MULTIPLE LVL GIRDER CONNECTIONS: CON5TRUGTION DOCUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 6 9 UNIT 70. DUET CLUSTER, a FOR ALL MULTIPLE LVL OIRDER5, LAG, BOLT REPORT ANY AND ALL 015GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL FOUNDATION PLAN V5 B2 � 2 AB= ANCHOR BOLTS® TOGETHER >^v I/2" BOLTS © 2'-0" OL., 2" MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES �� GARAGE 51MP50N FROM TOP 4 BOTTOM, � MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 1/4 =1 -0 (MODELD- 15 ) FOUNDATIONPLAN STRONG WALLS 5HALL BE CALCULATED AND NEVER 5GALED UNLESS OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED (L 2 HR 5EPERATION 38-b WALL PER UL#336 3q_bN W Z 10" 5QUARE HB46 PERMA 2414" 151-0" w Eo GA5T COLUMN #46382 Wl 4'-2" 12'-2" 8'-0" 1'-6" 1'-6" 10 SQUARE FLAT GAP 4 BA5E _I � U (OR EQUAL) -CORNER B O'1 12 (3)3010 TR 2O O T (� GOLUMN TO BE PROVIDED 20 ® 8'-O"FID HT DTI r , W/SPLIT KIT D-5 DTI DTI (3)3052 DH ZO V (D - - -2X12 P.j OR GIRDER _- - -_ _-_ _ _ __- _-__-� - �... v 16 H �L- - J- - -J_- Q � •� U •�N� rn A bxb P.T.P05T WI 51MP5ON t I " 2010 TR F_ -C V" Z B652-3/b P05T AP ANCHOR I I (3)2X12 P.T. L_ 525"xll� LVL HDR _ .fl bxb P.T.POST WITH I 4 SIMP'SON ABUb P05T , I LOW 61 R I- ry ZO U °' - a B2-5 - ® 8'-0"HD HT 4 ` ' i° 51MP50N BG52-3/b P05T ( 14'-2" BASE(TYP-ALL C.OLUNMS) I - -- I I 2052 DH U Q o N `-° GAP ANCHOR 4 51MPSON I 4 I- -- -- -- -- -I = ti � � ABUbb POST BASE(T1'P , I , o , I COVERED I 11'-O" 5OFFIT _ L_J ❑ U -ALL COLUMN5) 2'-0" ( 13'-2" II'-0" 14'-2" tD� I PATIO &IC7N TOP OF U o , I COVERED TRANSOMS i� �� I I6'-0.1 b" I 14'-0" �) I PORCH (2)3016 TR (2)3016 TR a '- (2)3050 DH (2)3050 DH 1 n� I I II I II N ® 8'-0'HD HT I " I II ® V-O"HD HT I II ' 5'49" 5-b b-10 1-4 Q � I I 12'-b"STEP GEIL 4 N 1 Iq I� I I MASTER 1 21-0" 3 in N, I D1 FH-2 (2)3010 TR _ I BEDROOM TYP F _ - �17 - -- -I ® 8-O HD HT x I 21 'G 20 I ( n' '- Z HD L - - - J L - `° J I4D 1 (2)3052 DH I O i 8016 TR N m l DTI DTI I I U 6080 5L. L.OR W/ 016 TR (2)2X10 HDR J o - EQ EQ - I I (2) 18" 510 I6HT5 N E4 HT I = Iq m F - - -_�F --T - - - I I I FW5LI780-FW -FW5LI780 ( I F- 3050 PH 4 I I DI L - - -'�J - - - J L - � - - J I I I Z 1q _ ROOF TRU55 61RDER _ ROOF TRU55 61RDER _ _ _ -I GABLE ROOF 61RDER _ O -1 -j N o \ (2)2X HDR / (?�2X10 :o o DN b' 525'x II 1/8"LVL HDR� _ I I 2010 TR V II-0 GEILIN6 I 1 ® 8-0 HD HT - - - - - - - - - BREAKFA5T \\ I// 3' o" __ _ _ _ __ _ _- -- -- -- J r1 2052 DH LL -- - - - HD - 5.2 111/8"LVL HDR ;� AREA \ /, r (4)2x6 POST - ----- - - 4 " 4" N 4 411 O m 2-0 3-b 2-0 5 0 611 LJ Q �) T m 1 b" 14'-0" 3'-0" 4'-2" 2'-0" 411 I 14'-0" I I'-0N I I I I JOEIL ❑ 2816 TR® I I I TI I I I I 2852 DH I I 21 G I I I 12'-b'STEP GEIL I I -0" 2'-011r 8'-0"HD HT L J DI I I I 2'"O° QDINING ARE 2'-0" I= bbq'OI 13'-0"TRA CEILING I'-4"MASTER EDROOM GL ENERGY 13I I I I I I I f 22"X%ATTICID I I I I-0 q-0 PRE-FA$ ' ACCESS HATCH 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL I PRE- AB GREAT ROOM ( I I O ENERGY CODE AS THEY APPL�TOEIE�RDO�AREIN FO OWE FILAGE I m - FIREPLAC L- J2.ALL CONS UC N NATIONAL ENERGY _ �[ I I �- -- -- -- -- I 12'-b`STEP GEIL 1 CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION 4 oz " I I I GREAT ROOM 1= w a w ;n r Ul 11-0 GEILI 6 I I FW-2 1 1,� v W SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO TEM 6L OR5 KITGH N C-, EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 1 00 0o I I �_ TEMP 61 R5 In 4 -�c 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND RAIS HEARTH LTTUB2 q m POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. I I I I I RA15ED HEARTH I ® 8 1 I I (�2610 TR m CERTIFICATE SHALL COMPLY WITH IRC N1101.14. \ I I I 1 (2)2b42 DH O J-- - - - - - - - - -� ( I 1 5D Ip I ® 8'-0"HD HT ❑ 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND 2'- 11 b" Ib'-4" 4 b'-6" 14" 3'A'/ 4 5'-D" 4 5'-0"\ 11-011 I I IT'-O"STEP GEI � INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING m MASTER I I� IT O SURFACES. Q 2816 TR® I 1 Q o 2852 DH `� - - - 0 1 `- 1 ry ® ,ybb� I BATHLijLJ U 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE I I i SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 8'-0"HD HT L ` �e o0 00 ' r---II I I 5D 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY 'ti _ SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 12 10'-0"GEI TNG 2' 0" 4' 0" I 3'-011 I I 4• 3'-6" b' LA t 6" a E- 11-2' 8'-0" r, Q 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED DI N 4'-2" 4" 2'-D" 4" �� HIGL. 10'-0'W�GL�6 I 1 `�R6 I 48"x34" U) HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL m PANT. LIN. ��° e I I I I `� SHOWER PAN F U BE CONDUCTED BY AN APPROVED THIRD PARTY. F -I '�' I I 11'-0"GEIL N VI�- - b0"x34"PAN Q W 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO = I I I I I o LIN. 4 :1 W/OUT?UB ,fl a ` -1 - L J A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS I I o KITCHEN L_ - o- - -- - - --- -J N pAN v LESS THAN 3' IN DIAMETER. r I L J I m 4" W 6 b" D 4" 3068 O (3)2816 TR 6A. DUCTS SEALING - DUCTS, AIR HANDLERS A14D FILTER BOXES SHALL BE F_ -1 y 11'-0"CEILING " :� PKT OR GOAT o (3)2852 DH � o o X Q o 2610 TR SEALED. 8'-0'HD HT I I DINING AREA % 30"ATTI WC - GL LAV WC �,-� ® 81-0'HD HT 8.DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR I I rte'`' PAN GL�, " 2b32 DH LEAKAGE BY AN APPROVED THIRD PARTY. 10" SQUARE HB46 ' L J : I (2)2668 ® HATCH Fo __�" '-8" 4" b'-4" b" 14'-4" 3-4 4" 8-2" I� I r 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. PERMA CAST COLUMN I- -1 ry BFFOLD ® d? 5D 10 0'CEILING " W 41 N IO 4 #46382 W/5QUARE I I I r" DOORS �� 5D �' ti� �b�� ASTER © F �Ob q-o GEIL I dao ,yp'P q-0 GEIL ©� IJ 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F 1 4 FLAT GAP 4 BA5E I e .� rL LAUNDRY 1z l BATH DEGREES OR <55F DEGREES SHALL BE INSULATED •o (OR EQUAL) - I I (3)2>(6 21 "G" DN 14R `r s BA p®5D in v WITH R-3 MINIMUM. CORNER COLUMN TO L J POST DI - p 1'-0" •'v"; D ®SD Q 4 5-10"1 4 3-4 4 10-4 q� BE PROVIDED W/ b b" w - - � r- � N 2 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE �4 ry�O LIN GL Q SPLIT KIT _ _ _ _ _ _ _ _ - - Q N N N di h 7 cq Li IRC/IMC H 9 - - - - - - - - ?�8 GL. Q N - ?6 N N ri M co 12.EQUIPMENT SIZING - PER ACCA MANUALS, BASED ON LOAD 1z CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS , f I'-0' g'_O" I'0' `r ° x 3 •z 11'-0'GEIL 68 2610 TR RATER. q Iq X q'-0"50. SHWR PAN NO "E. FOYER _ COVERED I � ON � � 1 ® 8'-O"HD HT m 1 2b52 DH 131IGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES m D1 I I PORG�I I NOTE "5": I'-0" 4'-4" m 31_8" 14R 1004" 6" 1'-O" 31_ 1' 4" 2'-2" 4" MUST HAVE HIGH-EFFICIENCY LAMPS. 5016 TR cps o :o :o " 1 • I I I II'-0"CEILING 2868 INSUL DR- `* Q I 1 z co 3080 EXT INSUL DR ;� L J co (CALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC , W/(2) I2" r-- FOYER ® z CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND 510ELIC-HT5 N 5.4 I I 45 MIN.FIRE TEMP 6LA55 INT.BEARING WALL I 50 I a. RATED W/SELF z z z 0 z z z n. w INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE � m I I CLOSING DEVICE PTN ON 2X4 I I `� `�' RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE cn 2 3-41 I b" 10-0 4 3-4 611 KNEE WALL 10 TREADS 6 (12-21)BAT15 O O o - _ _ t II 1 II I 11 " ' " " 1 l0-0 STEP GEIL I (n (n ro < co � a a N DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE G02 I DEN/ BEDROOM #2 4 w v bxb P.T.P05T WITH (4)2x6 POST 5 5 w 5 N J MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, - ;fl SIMP50N BG52-3/b P05T HD ZOOR 5 GIRDER - EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF GAP ANCHOR 4 51HP50N - - - - - - - ['-0'.CI '_ " 4" 4" r " -I b" 1 " I b" `-r REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. ABUbb P05T BASE(TYP 4 4 14-0 1 0 12-0 - 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC "? -ALL COLUMNS) O `r 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED m 04 Iq WC V ®5D TWO GAR GARAGE COVERED A N TO COMPLY WITH THIS CODE. DI Q GL. s 4'PG.SLAB(MIN.3500 PSI GONG) 4 PORCH � D-5 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR zz 3030 AWN b" p 8'-6"©EF"' 4" `° 4'-b" ? 4" 3'-4" b" REINFORCED WITH 6x6,10/10 W.H.M. 5 1 N Q 'SLOPE GARAGE SLAB DOWN 2" _2 g'-0" SOFFIT EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH ® 8-0HD HT 10'-0'GEILIN6 `� tr TOWARDS 6ARME DOOR SECTION N1103 CONTROL SYSTEMS. m © BATH #2 8 'j"TYPE"X'6YP BD ON 6ARAa Z 17.ALL EXTERIOR WAIL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND �t 'v WALLS 4 GEILIN6 GABLE ROOF TRU55 GIRDER _ - _ - W ,eyp Ev ON INT OF LIVIN6 INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD 0 AGTI PE•xGOMMON WALLS TO 6ARAf�E o = (2)2X10 HDR CD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO HD ;r bbd 0 m INSTALLING INTERIOR GYPSUM WALL BOARD. 1q ®� TWO GAR GARAGE HD F T l HD w w B •4'P.G.SLAB(MIN.3500 P51 CON.) 5'-011 L - W REINFORGED WITH 6x6,10/10 W.H.M. 1- h'+�1 B2-5 a SLOPE 6ARA6E SLAB DOWN 2' I'-0" 20 p x a Ob b"(R-21)BATTS TOWARDS GARAGE DOOR 20 (2)3010 TR DTI U 'L 1g 401b TR 0 V-0'HD HT 2015 IRG- 62421.8 (503.8) n'-o"GEILIN6 �' D1 • 'TYPE"x'GYP 13D ON GARAGE (2) 2'X6" INT.HDR DTI (2)3052 DH 4 WALLS 4 CEILING 55 VENTING SYSTEM TERMINATION LOCATION: I 19 BEDROOM #2 1q «"TYPE'X"GYP BD oN INT of LIVING 3080 EXT INSUL OR 0 O THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF Hp 5PACE COMMON WALLS TO 6ARA6E W/ 12" 51DELI6HT o 10,000 BTU PER HOUR(3KW1 OR LE55 SHAM BE LOCATED AT LEA5T = D1 4 0 ❑ b'FROM ANY AIR OPENING INTO A L3UILDIN6,AND SUCH AN m 2'-6" b" N 12'-0" 611 18'-0" I-O" 18'-8" 4` - APPLIANCE WITH AN INPUT OVER IOp00 BTU PER HOUR BUT NOT Iq o �•t-i x DI 16010 OH OR I 21/D cm OVER 50p00 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH w � VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT OVER 50p00 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT N e - - -- - _ - _- - _-- - e DTI F } TERMINATION GLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND -r ' Hp 5 I/4"X I6" LVL HDR D/21 HD � Z0 16010 OH DR _/ z m ui THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE. 5 1/4"x Ib"LVL HDR AB z .... l ( 15 ' PORCH) - w UNIT 69W R� IS�2015 IRG- R312.2.1HD SEHp C,L, ROQ��F 3\0 IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE ;fl = (2)2X10 HDR WINDOW OPENING 15 LOCATED LESS THAN 24"ABOVE THE FIN15HED MODEL D (LINDEN) FLOOR AND 6REATER THAN 12"ABOVE THE FINISHED GRADE OR r -_N ,r - - p , OTTER SURFACE BELOW ON THE EXTERIOR OF THE BUILDIN6,THE 41-0" 4-0 DI OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: " - - - N- - - 11_0° 2'-b" - 2--b" I6'-0" R.O. I'-4" I'-8" I6'-0"R.O. I'-8" b'-6" 61-6" FIRST FLOOR PLAN 'OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO �o I I 1 N I N I N I I, PASS THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. 2'-0" 2-b 2'49" 13-0 15'-4" Iq-4 I.-ON13-0 ' *FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 FLOOR PLAN (THE WINDOW OPENING CONTROL DEVIGE AFTER OPERATION TO 38-b 1/4"=1'-0" LIVING AREA: 1,5aa 50. FT. YAR 1 II 3q'-6" RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY GARAGE AREA: 415 50. FT. OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE 1/4"=1 -�" LIVING AREA= I,5gq 50. FT. (2)3016 TR A 2 HR PER B ` WINDOW UNIT TO I_E55 THAN 5l SQUARE FEET. (2)3050 DH FRONT COVERED PORCH AREA: 4a 5Q. FT. JOB NUMBER GARAGE AREA= 377 5Q. FT. ® V-0`HD HT UNIT 70 B-2 (MAGNOLIA) B2-5 WALL PER #336 D-5 REAR GOVERED PATIO: 24150. FT. COVERED PORCH AREA= 250 50. FT. w 2016023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE EF = EXHAUST FAN: GENERAL CONTRACTORS AND SUBCONTRACTORS TO REVIEW THESE � SHEET NUMBER AND TWO-FAMILY DWELLINGS,TOWNHOU5E5 STAIR MANUFACTURER To MULTIPLE LVL GIRDER CONNECTIONS: 50 GFM INTERMITTENT OR NOTE "V": GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND UNIT 6 9 UNIT 7 0 DUET CLUSTER a NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLIN6 UNITS IN 6ROUP R-2 DE516N STAIRS TO MEET ALL © 20 CFM CONTINUOUS *ALL DRYERS TO BE VENTED = TRU55E5 W/ 12" MIN. HEEL BUILDIN65(CONDOS 4 CO-OP5)AND UNITS APPLICABLE CODES AND To FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT TO OUT51M AIR PER GORE REPORT ANY AND ALL D15GREPANGIE5 INCLUDING ANY DIMEN51ONAL ALL WINDOWS SHALL BE REPORT ANY D15GREPENGIES GONFLIGTS IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES Z HEIGHTS (U.O.N.) � 24" O.G. OFFERED FOR SALE IN THE IMMEDIATE TOGETHER W/ I/2 BOLTS © 2-0 O.G. 2 MIN Got CARBON MONOXIDE ALL WASHER TO BE � 0 B2 � 3 ANDERSEN 200 SERIES TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLICTS TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR GT , IMMEDUGTION. DO NOT SCALE DRAWIN65. TIVE 10N5 SHALL (MODEL D 15 ) (MODEL B- 2 ) FLOOR PLAN DE516NED BY TRU55 ENGINEER 6LAZIN6 FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP ✓t BOTTOM, 4 MIN. 4 FROM ENDS FABRICATION. � SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. wo l I COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I bxb P.T.F05T WITH w $ H INSTALL ICE 4 WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO ��R�#� 336 CAP5IMA N H R 4 SII P05T ON B O Z w SEE DETAIL I/FW-2 GAP ANCHOR 51MP50N D-5 cD ,� UJI MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED I ABIbb P05T BA5E(TYP Q-' Q= 0 AS THE ROOF FRAMING MEMBERS. Ib'-2"GABLE WIDTH �� o PRODUCT WARRANTY bxb P.T.P05T WITH ALL GOL-LIMNS) NOTE "R" I I�-0" � � ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING o= 51MP50N BG52-3/b P05T _ j - O.H. O V NOTE- LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN - - APPLY ICE WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK ° GAP ANCHOR d 51MP5oN r ' PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING ABUbb P05T BASE(lYP I' ;I V 0- '� AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5"G) OR HIGHER. CODE. ' Z L -ALL GOLUMN5) I - O N PRE-ENOINEERED ROOF - - - r-- --- - - - - -- -� E- ,�J v� TRL>�PER TRJ55 MANIJF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE —D•Q^ — f3)2ac8 P IRDEr A ( V U STRESS DESIGN: o o . II'-0" PL HT. LINE OF UPPER D (EQUATION 16-8) 11'-0" PL HT. 7 ;� N} 51MP50N STRONG-TIE D + L (EQUATION 16-9) I I __.- ____-- -__-- _.__-- _-__ ....... ...-- -.-- _-- -_.-- --- I'-0" ! GABLE END WALL 1 1 � it II'-0" PLT HT Z � ``"�'•z_ MT5 5TRAPPIN6(LENGTHS VARY) D + S (EQUATION 16-10) I'-o" q a ' I I'-0"1.2 12 ( O.H. ! I I'' OU Q C " U 2 5 6 Lo L. cn — cn C CONTINUOUS WALL 5HEATHING TO D + .6W (EQUATION 16-12) OH. I I I OR 1'-0" _ '� .24 co TOP of TRu55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) NO 'R �� iq 12 i I O.H. u (� ~ co I I ! "'pr M HEEL HEIGHT VARIES-5EE TRU55 DRAWING5 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = t IN I I I 1 ! (29 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL 'D X 12 ACTUAL HEEL HEIGHTS ( tq ( I a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 b 11'-0" PL HT. OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND x I^ 11'-0" ! I I I SPEED (101 MPH BASIC DESIGN WIND SPEED) IN c'S' ( - W/ 12" HEEL HT. PLT HT 12 _ EXPOSURE CATEGORY B. L - - - - - - — I'_O" ALIGN FASCIAS I W/ 12 HEEL HT. I T 1 "R. IIF VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE — OH' Z 0 ( ALIGN ! I I FOLLOWING DESIGN LOADS: ( NOTE "R" 1 FASCIAS I I I _O \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND _ - - - - - - — — rte//7�`/ - -=i - - - - - - - - - — I — — LOADINGS AND ANY APPLICABLE SNOW DRIFTING OR BUILD / j ' ---= ' ROOF TRUSS GIRDER ROOF TRU55 GIRDER / --F . UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 - - - - - - - — — --- - FUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE 6ABLE ROOF TRU�5 61RD�R z 116 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE — \ %//j///j //j%//j/ I I ( U) 8 FASCIA BD — 8I-4 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. / I__ ___. _.._ -__ __ - - _- _._ __.. __ - __ _� O " / // / / / li Z tz y / / //,�//j F- — -- -- - - — -- -- -- - - - - I I�i 0 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 �- / j/ DEFLECTION OF THE LESSER OF L/360 OR .75'. // // / - // / / / \ I O a // j/ / I I 1 ' TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO 12 O VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR q o j/////// //// /// I I I % 3 Z T 1 C>� TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL v / j/////� /�j//�/j// ( / D-4 ❑ V INCLUDE THE FOLLOWING INFORMATION: 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 2. LOCATION OF ALL JOINTS. ^�"' ' INT.BEARI G / rj _ _ ' I r I �--! WALL BEL W 3. REQUIRED BEARING WIDTHS. L-� _H / TO I s 1 LEADER TO ORYWELL- lYl�' 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. N 4.2. TOP CHORD DEAD LOAD. OR - 4.3. BOTTOM CHORD LIVE LOAD. I ( ® 4.4. BOTTOM CHORD DEAD LOAD. I I 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I // / / ///%� I I I / // /,/- / I I I - - APPLICATION. /%� (- - --I-- 4.6. CONTROLLING WIND LOADS. I ( / /// // //�/ /� I I y ( ' I I i+ w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR FLUSH ROOFS / // // j/ I I : -._ I V DETAIL , // / // I I _ I I o DESIGN VALUES FOR CONDITIONS OF USE. 6. EACH REACTION FORCE AND DIRECTION. •// /��/ ,�- /� III ,I ' N , ; I � �,.lo ,•,J I I I I I�� 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, ( -I- ❑ NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I — — — — ///jj/ /.-, j �//, I j;i O B2 -4 - ' / II -- - � I OF EACH JOINT CONNECTOR EXCEPT WHERE —� / / // SYMMETRICALLY �`-% // HATCHED ARE INDICATES �/ .//// y/�/////, ;LOCATION OF FIRE RATED ! 12'rr LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 // // // II - --1 / // / / ROOF 4 WALL 5HEATHIN6 ! `R� I �;--INSTALLNOTE- PLATES. HALF OF a o GA MIN THICKNESS GRADE A GALVANIZED STEEL ( I // /// j/� / , " ///�� - U /y// // // /j/ I 1-0 FROM G NTER OF FASTENERS ® EACH o PLATES. I // / / // � S ///4� j/ // /y�//.� ._. - FIREWALL - EACH SIDE I I_. .. ..; I! " F- L END of STRAP o� 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH I I I - S l— —1 I� I I f _. - `- -- 15-0 PLT HT Q MEMBER. AALI6N RID E5, ro c e I - --- -- -- - - 9. CONNECTION REQUIREMENTS FOR TRUSS TO -o ( (- � // / / // - I '. ..-!..•--= / '. cn GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD RI E5 TO I // /// / /// / (-.- I I SPLICES. 12 I ( ALIGN RIDGES I - - 12 Z srs�i� -- —..:-- -- 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. a(— / — / / // / I - - --� -- - -- - - q w 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS -°:..- y/ / ✓ /X //. - - - TRU55 RIDGE W/VENT I Ii y r o 1 ° MEMBERS. 11'-0" PL HT. ;I I 1 U 12. REQUIRED PERMANENT TRUSS MEMBER BRACING , �- --- ---- --- TE lib LOCATIONS. j/ / // / / i \ > i I I'-0" °O * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH //j/ //j//� O I GABLE // // / / / ! I/ � ( �. � END ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND IOH. 51Mfx.�ON STRONfs TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD (3) 2X6 P05T �`e �/ j//j/ j j/�j//, ! ( �y _ _ j _ I O.H. N / // / y/ // �f 1 ' �r tttssrnAr�lNs TRUSSES SHALL COMPLY WITH ANSI/TPI1. THE TRUSS 14-10a DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY — S I `+1 (rOTAt-) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF YORK. 4- NEW I - * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, �� o / /// �/� j%/' - I 1 - -1 I i I I \ \ // w r N 2 OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND — I — 5 i i I I ¢ N N N q :° ■; USE IN COMBINATION ONLY DETAIL _ �((��, o N N m RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I � I--� \v I — — _ — — �Y�""'TOI I I I I I � I I I I � I J -- ------ --- ---- ---- --- -� III WHEN 5TUD5 AND'RAETERS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH �, c_NIL ,Q` 12 -//// /' ON/ TO' „,J� I I I I I I I j S I THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT v) t II�_ t II ////// _I 1 I ( i_ _ l_ 1 _-! I i” DO NOT ALIGN NOT TO SCALE WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING I� I ( +, I o // I 1 1 B2 -4 r_- _ - _ _ _ _ _ ASSEMBLY TO INSURE TIGHT FITTING JOINTS. * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. z bxb P.T.POST — — / // - J I I z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND WITH 51MP50N I /� // %//j///NII �u I L —i I I z a S METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR I - �- — // // //-L p I z a BG52-3/b _ �_-RDOF tU55fil _ _ R TRL65 GIRDER �// /// / �t'/ j// /. � i I II'-0" PLT HT ! z z z o z z Z N � SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN P05T GAP — — - - - - - - /j///// +, I o 0 o Foo J Lu DESIGNED AND INSTALLED TO PREVENT ROTATION AND ANCHOR - �C — // // // // 12 1 12 ( I (+24 HEEL HT) I co �o v> ; cn w a Q PROVIDE LATERAL STABILITY IN ACCORDANCE WITH 5IMP50N I 10.5 i 10.5 A w N J o j 1 ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA ABUbb P05TJF I SIDEWALL ABOVE BASE(TYP I / / / " +, I " BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE ( I /// // y/ // ( NOTE R LOWER ROOF TO GOOD PRACTICE FOR HANDLING, INSTALLING & ALL COLUMNS) OH. " / //j///j; I'}o" r I 2-0 N • I BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. H' I I o Hce o I i * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I ( OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN o NOTE: INTERSECTING ROOF5 I I 2 HR FIREWALL BELOW ROOF - // // /// // 6ABLE ROOF TRU55 61RDER ON TRUSS DRAWINGS. — — -� //j// / r WEAVE ROOF 5HINGLE5 AT I I CARRY TO UNDER5I0E OF * — — — / j/ j/ // i 1 HIGHEST ROOF SHEATHING - TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, t7 /// / / / /// / T. __-_ _._. _... _._ _-__ .__-.- _. INTER5EGTION OVER ICE SHIELD I i_ ._ __ ___ ... DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY �I //j%//j /j///j/ �- Z MEMBRANE - CARRY MEMBRANE MIIV. 24'1 1 I NP WITHOUT THE APPROVAL OF A REGISTERED DESIGN b �� L SS jj//j/ /j//j/ / w OUT IN ALL DIREGTION5 OF I I PROFESSIONAL. -'� I NOTE "R" ` = ti/ // // }� // PROVIDE ICE _ CD _ ,o �// / l / / / I Q o (V B / WATER SHIELD �- L // I O m INTERSECTION I I I I * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS B2_5 =_ -______ ___ __ // / -�// oN ENTIRE I'-O" C - -� --� //. /// / / / y/ , � Q o a'-0" PLT HT -j o 1 I z AND METHODS OF ERECTING THE TRUSSES. THE I I �// // ✓/ / , AREA AT LINE OF UPPER z I Lu< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY II'-0o" PL HT. OH. $ � /// // // //i INTERSECTION 12 w Y // / / GABLE END WALL > Lu-A O O /// /// // / W< I BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 11 _ o // / // j/ of ROOFS _ 10.5 W� a = Q W-i I INSTILLATION OF THE TRUSSES. ° 444 IN %/ o �fl Q_ I I ABLE END / /// /// i • o ! 0 Z �■1 ROOF TRU55 l 0 HIP WIDTI / / N I I O.H. (� O q S'-a" PL HT. 12 12 w HIP RAFTER ABOVE FLOOR I t l l(— t l l u� /j j%j j% j%j j%/ O I �I R ( N I 44 SIMP50N HGP HIP -L I I I I CORNER TIE SEE PLAN I �4 // ///�/ NLS ❑ _ 1 I'-o" I J� Sy I = = i/j �j / ,. ///j// N 'yo u; U 51DEWALL ABOVE LOWER (" OH. ROOF ` ( ,/,AO,, "R" SS } II'-0" PL HT. / / z w q'-O" FRONT GARAGE Q OH. WALL PL HT. ABOVE I Z co I I I I lo'-0" PLT HT 4 0 10'-0" PLT HT O -- oco II'-0" PL HT. FIRST FLOOR + 12" HEEL HT. cn .. ...... � OH OH I I'-O'PL HT. r•,L"I ni I 44 TRU55 RIDGE W/VENT w l , EXTERIOR / Il AREA OF ONE ROOF LX I LI�IVI� Y`lt"�� BUILT OVER ANOTHER g ROOF WEAVE DETAIL 4 UNIT 70 A UNIT 69 ( 15TPORCH) cn 3 TOP PLATE HIP B2-5 12 HR SEPERATION ❑ �✓��" K NOT TO SCALE B-2 MAGNOLIA WALL PER UL#336 MODEL D LINDEN DETAILB2 -4GONNEGTION - SEE DETAIL I/FW-2 24 JOB NUMBER 6UTTER5 4 LEADERS NOTE R: 2016023 ALL GUTTER5 it LEADER5 SHALL BE BAKED WHITE ALUMINUM .032" INSTALL IGE AND NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 6 9 UNIT 70. diWATER SHIELD PER DUET CLUSTER QSHEET NUMBER MIN. GAUGE, GUTTERS 51-FALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12" MIN. HEEL ROOF PLAN = RELATED REQUIRED AGGE55ORIE5. LEADERS 5HALL BE MIN. MANUFACTURE'S ROOF TRU55E5 @ 24" O.G. a SPEGIFIGATIONS TO ROOF TRU55E5 ® 24" O.G. HEIGHTS ICON•) U55 O.G. D- 15 ) B- 22"x3", .027" GAUGE wr CLIPS t ANCHORS. CAULK 4 SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRu55 1/4"=1'-0" (MODEL ) ROOF PLAN � B2 � 4 JOINTS. PITCH GUTTERS MIN. I/S"/FT. PROVIDE P.V.G. REGEPTORS ENGINEER w &" ABOVE GRADE TO RECEIVE LEADER5 (GL05ED GAP DESIGN). WARRANTY o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I CODE 5EGTION 70616-EXGEPTION 4: 48" MIN 48" MIN F- DESIGN U336 FIREWALL MAY TERMINATE AT UNDER5IDE ROOF OPTION#2 W 11 A SECURE ROOF SHEATHING TO G-RUNNER TRACK Z SHEATHING IF FIRE RETARDANT TREATED CODE 5EGTION 70616-EXGEPTION 4: 2'G-RUNNER TRAGK2"-GAULK FOR UJIE 5HEATHING I5 IN5TALLED FOR A D15TANGE OF FIREWALLS MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#1 WALL RATING - 2 HR. 0 FINISH RATING - 120 MIN. 4'-0"ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED - SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLA5HIN6 OPTION#2 O STC RATING - 6fl (SEE ITEM q) 48" 48" PROTECTED WITH 5/8"TYPE "x" r ' U GYP5UM BOARD DIRECTLY BENEATH 5Ea1RE WALL 5HEATHIN(3 To THE UNDER5IDE OF ROOF SHEATHING C-RUNNER TRACK TYPICAL ROOFING z0 ^ ` V./ AND 15 SUPPORTED BY 2" LED6ER5 ROOF TRU55 F- 4--) ch ATTACHED TO THE 51DE5 OF ROOF U a� FRAMIN6 FOR A MINIMUM OF RAKE BOARD-TYP = N o r- 015TANGE OF 4'-0'ON BOTH 51DE5 N} 2' H STUD TRACK AN - - - - - -- ~ X X X OPTION #2 FIREWALL.ALLOW NO OPENINGS IN TYPICAL SIDING ----------- ---- ------ '� '- ;,_ i =., •A, ;a=•<, G U K FOR SMOKE TI ROOF WITHIN 4'-0"OF FIREWALL Tx Tx z ` f° rn L O w = ch J I T OVER EACH SIDE.MINIMUM GLA55 B ROOF - U Q � r.••••••• ..,.....k....M-........., t-yam; ,•• •.......................... .-- TUDS CONTINUED TO IDE ROOF 55E5® 24'O.G. 5HIN5LE TO BE INSTALLED HIDDEN METAL FLASHING: o �° 4 _ ..,., ,.... .:.,..,. ..................,,.,...,.. „... . ., �,... i ,....,..,..,,...: 12 VERTICALLY # 12 HORIZONTALLY 00 "_._ --�- __ .. ».. .._ R SHEATHING ❑ C) coM t.�. ....».... .. ny,", r \�r 7�THA IJ_ CD ^` :" s--:. ` I" AI SPACE EA. SID OPT 2(TYPJ M `• �'t ; �`' i ; ,:j vim,tf::? IP,-J�+, '' z 2'x2"x2 Y'LONG v = {'--- -- x Vis. - -;-�,.,, c_^.. .....• ....-.r_; 4_�_......... ._ -�r.. t�_�f: •__-----.~........r.•_� _. g a ,:....A , \\ l 063 U56 ALUMINUM ^� s WWW REATED PLYWOOD 5HTe `�' BREAKAWAY GLIP5 OUT,IF LOWER ROOF 15 :.•..._,....»... 3;'4 AIR STIACE ? f� f _ y GYP. BD. OR MINERAL SECURE ROOF WOOL FIRE BLOGKI 0 BELOW HIGHER ROOF 5{{EAT{{IN6 To TRU FING CONFIGURATION A 3 I/2" (R-I3) BATT ASW CLIPS OR .013 U60 � .063 U56 ALUMINUM z : t r �;;r�T ��'��t ?��AREA .i'?1 ' C -k4F� ,I. ; t-t� �. � ALLN ANGLE CLIPS ------------� T----------- BREAKAWAY CLIPS O ` x� Lx x� L _; ___• .._-_. a •-- -- ........ ..... .__ _ AIR SPADE U DOUBLE H-STUD TRAGK I'AIR SPACE I"AIR SPACE -$ i 4 . 1% SCREWED BACK TO BACK (2)PIECES 6.P.T K I'FIREGUARD I/2 GYP.BD r DOUBLE H-5TUD TRACK 56REVED FILL I" CAVITY AT FLOOR5 AND TYPE X SHAFTLINER, TER PROOF z `j t" BACK B RAL RD5 W/FIBS FIN15H ON BOTH -3 ... '',r �4—w_,, _ ,�h•-••....... ............... _� B G TO AGK CEILING W/GYP,BOARD OR MINE 5DE5 AND EDGE5 O t,rw• •• I-. .. ......._.._.._........... ._..._-- - ---.... . : ...........—/ !,, WOOL FIRE BLOGKING I" AIR 5PAGE 0 i ;,,� / rr`3 \ .� �:��' raj � f• :_ '._... ; .'.•........._............._..»_.. ------- ..... _..__. !� :.:...__ ........ . .`.d _.F..._.. ......... (2) PIECES G.P. TOU6HROGK I" Ln 2' H-STUD TRACK O _..•............. _ {. FIREGUARD TYPE "X" SHAFTLINER, Z rv,.—•,a,-,r•-..•w•3 w.».-..._.,.._,......•.. r. ......r• }♦ +...w_,-.•n..n_ ....•...r____ . 4' ;....,—_.......-r .,.,, Y• (�. { •_ WATER PROOF BOAR05 W/ 2x4 P.T. SILL PLATE T FIBERGLASS FINISH ON BOTH SIDES ❑ v'� _ 'a. �.. .aw` fi-'! _..._. "!`Z rx;�::..........."i AND EDGES FIRST FLOOR r�--� �..'1 tfi.._ »...___-..w. ?s4" t�1R Sti,cC`fl? �, �, " `r"". .f '*L .� ' 3/4 Td6 05B 5UBFLOOR-6LUED t `" "`' # " RIM J015T PER FLR J015T MANUF. OPTION I *•,r...� SCREWED - RUN ;w: �� 5 CODE 5EGTION 70616-EXGEPTION 4: GONTINUOU5 BETWEEN `4 r°; J015T5 PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ FIREWALL MAY TERMINATE AT CONFIGURATION B PLATE5 AT EXTERIOR =� UNDERSIDE ROOF SHEATHING IF FIRE HALL y (2) 2x4 P.T.SILL PLATE GYP.BOARD OR MINERAL WOOL FIRE w' BLOCKING .063 U56 ALUMINUM RETARDANT TREATED 5HEATHIN6 15 O ;. , .: I't�SF.F?Tf.) 'I I:tk 'Rt.}?�q 1?.iTf'ER: II )✓ :`w;> 'r� BREAKAWAY CLIPS 4-0 INSTALLED FOR A DISTANCE OF ,' A ON BOTH SIDES OF FIREWALL F- �..1..� w :�iq" ; " � ' (R-13)GL05ED CELL 5PRAY FOAM INSUL -""" "� ANCHOR BOLTS (14" LONG + W SE'��it.E �„„, { , AIR SPACE„,,r,r.,,.r_..�.; i... _ •,•- ---- A Ift SPACE ALONG IN51DE FACE OF FND.WALL5-FULL HT ° 3” HOOK,V MIN EMBEDMENT) OR OPTION#2 OR DRAPED BLANKET INSULATION <` ° ", ;oCODE SECTION 70616-EXCEPTION 4: ADHE5IVE ANCHORS W/3.,x5-A., M WASHER PL @ 24"0/6. r ^ i F'+,•`. `';r1 ' t S +, w j,`:`'`�;+ti`{ � i';}/``t; I I AR NON-RATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH v J FIREWALLS MAY TERMINATE AT THE UINDER5IDE OF RODE r T ' (U#4 HORIZ.REB 5/8'TYPE "X'6YP5UM BOARD DIRECJLY BENEATH THE MPER51DE ❑ ^ O '' OF ROOF 5HEATHIN6 AND 15 SUPPORTED BY 2 LEDGERS �i >.� r ;;� ;��'� �"°`•; t',,, � } , }; !� ��•�+� ! � (I)#4 HORIZ.REBAR® MID � -J ,� •;, BASEMENT 2 HR FIREWALL SEPERATION DETAIL 4 1:' '` t ` "•• t?3 .• 'i ;' ;,' { 5•` '.' ; «-�:`:"r� �! I EIGHT OF WALL STORY `r ° ° ATTACHED TO THE SIDES OF ROOF FIRAMIN6 FOR A MINIMUM OF ALLOW NO r '� ;} �` m N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS FI015TANGE OF 4'-0"ON BOTH 51DE5 OF FI i ; ,,.�. , , „x ;11 i " „ OPENINGS IN ROOF WITHIN 4-0OF FIIREWALL EACH SIDE.MINIMUM '�-� y t 12 FOUNDATION WALL ON 24 xl2 TYPICAL BA5EMENT 5LAB GLA55 B ROOF 5HIN6LE TO BE INSTALLED. P.G. FOOTING R: GONGJ SLAB(MIN 2500 PSI STG RAiT I NCC ° r. i+, i f 4 : L•:;••:... - +^ f • ; y: `ti,, 4, y s -,., ° r 006 MIL PO.Yt` LENE U56 BROCHURE 5A100 (FIRE RE-515TANT OPTION#1 Q 'y.- ,�y• ;' `w';�s ._.. _ ""=" t .C,,_r. s: -ic •; •_- - "c' VAPOR BARRIER ;_,`,r i t r ,,}.' '.',�"-,r••. ''�_; ,,.,+ . ? 4{ Y '�+ + p 'f " ��'' { �•••t c d 1•`,' # A55EMBLIE5) CODE 5EGTION 706.6-EXCEPTION 4: U) .�,ti'I `'� TAMP d FILL 10 45�DENSITY ~ 1 V �r ,••r • ; , . •- ,.. , t:-^--.,�.�_ { ..��'�., ��i : �,/; •+`: !i ? -�i`, ° ° PAGE 22 (AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 �'"' `,::I = : , i l ° ° ° ° SYSTEMS) SHEATHING IF FIRE RETARDANT TREATED W .., `. . ,. { ; :,: ' ,.:r a ° CODE SECTION 706.6-EXCEPTION 4: 'i ~'- d ° TEST#UL DE5 0347 SHEATHING 15 INSTALLED FOR A DISTANCE OF FIREWALLS MAY TERMINATE AT Tl E 4-0 ON BOTH 51DE5 OF FIREWALL UNDER5I0E OF ROOF NON-RATED .•. ...-,.��.-n• �,.a=—lam_ _:...i.F..r '�r f t•+ •d d t:A��aJ 1,Q111.1�1t& ,�7'�k..�'�L ,,,''11-a °.. d 4 O ACOUSTICAL PERFORMANCE = STG 60 �� SHEATHING PROVIDED THE ROOF 15 U TEST#RAL-TL-88-350 48 413 PROTECTED WITH 5/8 TYPE X 0 HORIZONTAL#4 ° 6YP5UM BOARD DIRECTLY BENEATH o BASED ON 2x4 FRAME WITH MIN. 3 THE UNDER5I0E OF ROOF 5HEATHIN6 ° ° a MINERAL WOOL BATT AT EACH SIDE AND 15 5UPPORTED BY 2'LED6ER5 d 5ECTION 1201.2 OF 2015 IBG-WAH 5, EX ATTAINED TO THE SIDES OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILIN6 FRAMING FOR ' MINIMUM OF A55EMBLIE5 5EPARATIN6 DWELLING 2' H STUD TRACK AN DISTANCE OF 4'-0"ON BOTH SIDES 1. Floor Intermediate or To Wall -- 2 in. wide channel shaped with I in. Ion legs formed from No. 25 M56 olv steel, Secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNIT5 FROM EACH OTHER OR FROM CAULK FOR SMOKE TI OPTION #2 of FIREWALL.ALLOW NO OPENINGS IN ' p p g g g PUBLIC OR 5ERVIGE AREAS 5HALL HAVE ROOF WITHIN 4'-0"of FARE B R fa5tener5 5paced 24 in. OG. N.T.S. SEE GLU5TER FOUNDATION PLANS FOR LOGATIONS FI J I T O\/ER EACH SIDE.MINIMUM GLA55 B ROOF 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 goly steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 In. and A STG OF 50 OR MORE. 2 TUD5 CONTINUED To U IDE ROOF 5E5® 24'OG. SHINGLE TO BE INSTALLED r r flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 SHEATH{� � M 6 n ' 711: 0 - 7 3. 6 sum Board Two layers of I in. thick Sum board liner onel5, supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST#RAL-TL-88-350; STC = 60 I" AI 5PAGE EA. 51D o N N M M yp � -- y gyp p pP 9 into "H" -shaped 5tud5. G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIECES 6.P.TOUGHROGK I UNITED 5TATE5 6YP5UM GO -- Type 5LX UNRATED FIREGUARD TYPE "x" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW WATER PROOF BOARDS W/ wool FIRE BLOGKI Z m FIBEROLA55 FIN15H ON BOTH 51DE5 g a co AND EDGE5 ASW CLIPS OR .013 USCF z z z o CO z m N PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM AN(5LE CLIPS o 0 o F o o Z W 2 HOUR FIRE 5EPERATION I" AIR SPACE CID co co co W � w w W co W a ¢ j 4. Wood Studs -- Nom 2 by 4 in. max 5pacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL SHORN HATCHED DOUBLE H-STUD TRACK separation between wood framing and fire separation wall. SCREWED BACK TO BACK � � � W � � °� � " p g p 1065 HORIZONTAL GONTINUITYI 4A. Steel Studs -- (A5 an alternate to Item 4, not Shown) -- For Bearing Wall Rating - Corrosion protected Steel 5tud5, min No. 20 M56 FIRE wALL55HALL BE CONTINUOUS FROM DOUBLE H-5TUD TRACK 5GREWED FILL 1" CAVITY AT FLOOR5 AND N (0.032q in., min bare metal thickne,55) 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 wnLL ro EXTERIOR wAu BACK TO BACK CEILING W/GYP. BOARD OR MINERAL primed 5teel, cold formed, shall be de5lgned in accordance with the current edition of the Specification for the Design of Gold-Formed Steel ' I' AIR 5PAGE WOOL FIRE BLOGKIN6 N UNRATED 2" H-5TUD TRACK STG RATING, Structural Members by the American Iron and 5teel Institute. All design details enhancing the structural integrity of the wall a55embly, including WINDOW V) the axial design load Of the Studs, shall be a5 Specified by the steel stud designer and/or producer, and shall meet the requirements of all (2) PIECES G.P.TOUGHROGK I" U56 BROCHURE 5A100(FIRE RE515TANT CODE 5EGTION 1065 EXCEPTION #2 FIREGUARD TYPE "X" SHAFTLINER, 2x4 P.T. SILL PLATE ASSEMBLIES) (- applicable local code agencies. The max stud 5pacing of wall a55emblies shall not exceed 24 in. OG. Studs attached to floor and ceiling UN5PRINKLERED BUILDINGS: WATER PROOF BOARDS W/ z tracks with I/2 in. long Type 5 12 steel screws on both sides of Studs or by welded or bolted connections designed in accordance with the FIBERGLASS FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL W FIRE RETARDANT TREATED 5Y5TEM5) CD A151 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.032q 1n., min bare metal thickne55) 5teel or min 5HEATHING To EXTEND 4'-0" ON CODE SECTION 106.5 EXCEPTION #3 AND ED6E5 UNEXCAVATED TYPICAL TEST#UL DE5 U341 O m No. 20 656 (0.036 in. thick) caly steel or No. 20 M56 (0.033 In. thick) rimed steel that provide. a sound structural connection between BOTH SIDES of FIREWALL AND BUILDINGS EQUIPPED hV NEPA 13 OR ,Z46ARA6E SLAB _I P � P NEPA 13R SPRINKLER: «4'P.G.SLAB(MIN.3500 Psi GONG) W w steel 5tud5, and to adjacent assemblies such a5 a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with Steel OFFSET WALL ACOUSTICAL PERFORMANCE = STG 60 W Q Y FIRE RETARDANT TREATED SHEATHING ° REINFORCED WITH 6x16,sono HWM. v ui fa5tener5 5 aced not greater than 24 in. O.G. Studs cross-braced with stud framing at midhei ht where nece55ar for clip attachment. Min :: I dI 'TAMP E FILL TO 95SK DENSITY TEST#RAL-TL-88-350 AT FIREWALL END W WIDE x FULL ~ p g g g y p 4-0 MIN. 4'-0" MIN. (U#4 HORIZ.REBAR �° *SLOPE GARAGE SLAB Dowty 2" BASED ON 2x4 FRAME WITH MIN.3" z � � a 3/4 in. separation between Steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT OF FIREWALL rl TowARD5 6ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE o 45 5teel 5tud5 -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel I 5EGTION 12012 of 2015 IBG- WALL5, 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 2 HR FIREWALL SEPERATION DETAIL 2 a l� . �J PARTITION5 AND FLOOR/GEILIN6 0 in. OG. 5tud5 to be, cut 3/5 to 3/4 in. less than assemblyheight. To and bottom tracks shall be. channel shaped, fabricated from min 25 M56 FW2 ° ASSEMBLIES SEPARATING DWELLING UNITS g p p N.T.S. OFF-SET EXTERIOR WALLS ° FROM EACH OTHER OR FROM PUBLIG OR ❑ corro5ion-protected 5teel, min width to accommodate stud 51ze, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG ° 5ERVIGE AREAS SHALL HAVE A 5TG OF 50 w max. 5tud5 cross-braced with stud framing at midheight where necessary for Clip attachment. Min 3/4 in. separation between steel framing and OR MORE. iL area separation wall. Finish rating has not been evaluated for Steel 5tud5. 2 HOUR FIRE SEPERATION (I)#4 HORIZ.REBAR® MID d PROVIDED STG-60 TYPIGAL FRAME HALL'S HEIGHT OF WALL 5TORY ° a :: 5. 6yp5um Board -- Classified or UnClo551fied -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to WALL SHOWN HATCHED a m ANCHOR BOLT5(14 z LONG + 3" HOOK 8" MIN i>i Studs with I-I/4 in. long steel drywall nails spaced S in. OG. Vertical joints located over Studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. a EMBEDMENT) OR ADHESIVE z 0 � ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE U o � o m 0.063 in. thick 2 in. wide with 2 in. and 2-I/4 inr le s Clips secured with Type, 5 Screws 3/8 in, long to ANCHORS W/3"X3"x4" 5TANDARD5 AND REDUCES SOUND TRAN5FER Cl) 6. Attachment Clips -- Aluminum angle, g . p yp g UNIT UNIT 12 FOUNDATION WALL ON 24 xl2 WASHER PL ® 24 0/G. W "H" studs and with Type W 5crew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOW5 P.G. FOOTING BETWEEN UNITS o � .;,� �N R T" .i AND DOORS � ° 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and H . Studs. 66. 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 = °. W 4 N � below requires clips spaced a max 5 ft OG vertically between wood framing and "H" 5tud5. L� — ° v ;� r., 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips a5 described in Item 6A for upper 24 ft. Space clip5 a5 ° d ° U) de5cribed in item 66 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically d °, . ❑ YQR`� between wood framing and "H"' studs. 8" UNRATED 51DINO (TYP) a °.. HORIZONTAL #4 ° ....... ............................................. 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. ° .,o NUMBER 10d nails spaced a max. I6 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. 5tud with 3 in. long lod nails 5paced a max 16 CODE 5EGTION 106.5 EXCEPTION #3 UNITS 6 9 In. OG. vertically. Inter5ection between partition wood studs to be. flush with the 2 4 in. stud5. The wall partition wood 5tud5 are to be CODE 5EGTION 706.5 EXCEPTION #2 016023 • y p � p BUILDINGS EQUIPPED W/NEPA 13 OR NEPA 13R SPRINKLER: framed with a second 2 4 in. wood stud fastened with 3 in. Ion 10d nails 5 aced a max. 16 in. OG. vertically. Maximum one non-bearing wall UNSPRINKLERED BUILDINC5: by g p y g FIRE RETARDANT TREATED SHEATHING AT FIREWALL END S" WIDE x FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" 2 HR FIREWALL SEPERATION DETAIL @GARAGEr5_-� Q partition intersection per stud cavity. Non-bearing wall partition stud depth shall be, at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL ON BOTH 5VE5 OF FIREWALL (MODEL D- & SHEET NUMBER EM *Bearing the UL Glo5sification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FZ 2 HR FIREWALL SEPERATION DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL#U336- 70 (MODEL B- 2)_ � _ Last Updated on 2010-10-21 N.T.S. AT FLUSH CONDITION FI'D TEST #RAL-TL-88-3 50; STC = 60 W -FW2 D 1 _J COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED