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�Q�O UFFOLIr � Town of Southold 5/14/2019 ate'+ P.O.Box 1179 v 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40379 Date: 5/14/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 28 Millstone Ln Unit 14, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/30/2018 pursuant to which Building Permit No. 43033 dated 9/12/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, screened porch, covered porch and attached two car garage as applied for. (Unit 14) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0068 4/15/2019 ELECTRICAL CERTIFICATE NO. 43033 5/7/2019 PLUMBERS CERTIFICATION DATED 5/1/2019 Su lk PluiNg& Co)j. A uthgiied S' ture lit-fat. , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERIC'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#: 43033 Date: 9/12/2018 Permission is hereby granted to: ' Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dowelling unit as applied for per SCHD & Planning approvals (Unit 14, B-1 Unit). At premises located at: 28 Millstone Ln Unit 14, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-14 Pursuant to application dated 8/30/2018 and approved by the Building Inspector. To expire on 3/13/2020. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,704.80 Total: $1,754.80 �u' nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector 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. 5=�, 12 'New Construction: `` Old ,or Pre-existing Building: (check one) Location of Property: _ �� T 1` l " � House No. Street Hamlet Owner or Owners of Property: �LO✓ � 0 C�L-�. Suffolk County Tax Map No 1000, Section ®�. it Block '0 1 Lot_ �}►�bd► tsion �'�o Ck 4-L- — Filed Map. C - Lot: Permit Ne Date of Permit. Applicant: l q/ &4" Health Dept. Approval: s C / Underwriters Approval: Planning Board Approval: /7 Request for: Temporary Certifi ate Final Certificate: ASgn Fee Submitted: CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(g)Name(s) That the undersigned(is)(are)t e owners)of th premi es int* e T w of Southold, located at which is hown and designated on the Suffolk County Tax Map as istrict 1000, Section ��.o Block 0 r ,Lot . That the undersigned(has)(have)filed,or cause to be filed, an application in the Southold Town Buildita Ins a tor',Office four the f llowin� �d ✓ 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: . Jac l a— (Print nt a \L ) (SignatuW (Print Name) rg so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �� roger.riche rtCcD-town.Southold.ny.us Southold,NY 11971-0959 �p BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 28 Millstone Lane (unit-14) City: Cutchogue St: New York Zip: 11935 Budding Permit#: 43033 Section- 102,1 Block. 1 Lot, 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 43 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 27 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 150a Switches 36 Twist Lock Exit Fixtures 11 TVSS 11 Other Equipment 2-combination smoke / co detectors, 6-combination GFCI /ARC fault circuit break( 7-ARC fault circuit breakers,3-bath fans Notes. Inspector Signature: Date: May 7 2019 81-Cert Electrical Compliance Form xls " ®� sor p Town Hail Annex � 'a,�� �"`:��� �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 cry t~ ' Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOltJTHOLD M AY 8 2019 CERTIFICATION Date: I �� Building Permit No. A 3 _ L"1 tq Owner: ��b b 0�� a VYl�i ' L-L C-- (Please print) Plumber: • w5+6 t V—Aunu mn'a,/�%aftW (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers nature) Sworn to before me this day of0 �. 30 ANNA FIORITA Notary Public,State of New York Reg.Ifo.01 F16368334 Qualified in Suifol G I un Commission F�cpiresj' Notary Public,_ County r� u V "\Of SOUTy �03� O� # TOWN OF SOUTHOLD BUILDING DEPT. `IOU765-1802 INSPECTION, [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE ,VIOLATION [ ] CAULKING REMARKS: otl s {� iQ (4 o tooe Lo/, DATE INSPECTOR S t )• v � ��OF OUlyo !J # TOWN OF SOUTHOLD BUILDING DEPT. co765-1602 INSPECTION- FNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR W4 ho��UF SOUTyo`o # TOWN OF SOUTHOLD BUILDING DEPT. Co m, 765-1802 INSPEC 10-N [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL-) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Q11MQi0� o /Pl DATE L Yl INSPECTOR �OFSDUTy hod 06 TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING F�IMARKS: t r W�l Y, �/ i1V� V AV � vi IA m4a 0 DATE INSPECTOR opF SOU �+ � ` TyO� _ f # TOWN OF SOUTHOL BUILDING DEPT. cou765-1802 INSPECTION-' [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [k4 FINAL IVP [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION �[ ] CAULKING REMARKS: � z: lit Y �1(C� bwr-,"(t NJ cl�Lns DATE INSPECTOR a SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. �A-ll [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE- --INSPECTOR MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building - 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis MAY 8 2019 President T :D 20 Feldland Street, Bohemia. NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 Manual S Compliance Report Job: wrightsoft- Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfmo@energytestingservices.com Project • • For: L;: 28 Millstone Lane Cutchogue,NY11935 MAY 8 2019 Cooling Design Conditions r 4.D Outdoor design DB: 83.0°F Sensible gain: 14365 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 2523 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 16888 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 102%of load Latent capacity: 6300 Btuh 250%of load Total capacity: 21000 Btuh 124%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0'F Heat loss: 29798 Btuh Entering coil DB: 63.3'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: 700 cfm Output capacity: 36800 Btuh 123%of load Temp. rise: 0 'F \-1— Meets all requirements of ACCA Manual S. -F�i-wrightsoft, March 26,2019 ti .mu,•i�xp.,Ne.w, , RightSwte®Universal 2018 18 0.32 RSU20066 Page 1 ACiCK mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Form Residential RPER 1 for - - • (Loads, 15 Mar 09 Akodbtiglbta=t9orM0ia Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes No F-1 Mechanical license. or MJ1AE Form'(and supporting worksheets) Yes No F-I OEM performance data(heating,cooling,blower) Yes No F-1 Building plan;4F Manual D Friction Rate Worksheet: Yes E] No F� Duct distribution sketch Yes Ej No Home address(Street or Lot#,Block,Subdivision). 28 Millstone Lane Cutchogue,NY11935 Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 'F Orientation. Front Door faces West Indoor temperature 68 *F North,Fast,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss- 29798 Btuh Number of bedrooms: 2 Conditioned floor area 3318 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature 83 'F Indoor temperature 75 °F Windows Root Grains difference 30 gr/lb @50% RH Eave overhang depth: 10.0 ft _ Sensible heat gain. 16324 Btuh Internal shade none Eave Latent heat gain 2867 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 19190 Btuh Number of skylights. 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Eowpmenttype SplitAC Heatingcfm: 700 Furnace,Heat pump,Boller,etc. AuConditioner,Heatpump,etc. Cool ingcfm 700 Model Generic Model Generic Static pressure 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at wmterdesign outdoor conditions Sensi bl a cool l ng capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow 700 cfm Longest supply duct 200 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct 171 ft Trunk duct Sheet metal Total device pressure losses -0,6 in H2O Total effective length(TEL): 371 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct Round flex metal Friction Rate=ASP (TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the bUildin 9 plan listed above. I understand the claims made on these forms will be Subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orALlthority having jurisdiction use. *Home qualifies for MJ1AE Form based onAbndged Edition Checklist �- wrightsofta Riht-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job: w_ rightsoft- Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfmo@energytestingservices com Project • • • For: 28 Millstone Lane Cutchogue,NY11935 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/983 cfm Dally range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 'F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 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 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 2 205 1594 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8 3 M bath 109 1805 538 48 27 M bed 417 5429 2576 145 130 CL 10 0 0 0 0 Foyer 75 1020 323 27 16 Mud 44 436 140 12 7 Kitchen 145 219 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216 4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsOf# March 26,2019 �. ,�.,.�•��.,am.�W,,,m,�, RightSude®Universal 2018 18 0.32 RSU20066 Page 1 I�i�. mor Model B1 MAN JSD1Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Stair 0 43 246 12 7 1 Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 Equip. @ 0.88 RSM 12641 Latent cooling 2523 TOTALS 3318 1 29798 15164 700 700 Calculations approved by AC CA to meet all requirements of Manual J 8th Ed. wrightsoft,� March 26,2019� nose:mss�.,,.w..rw�w Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 mor Model B1 MAN JSD1Rimor Model B1 MAN JSD,rup Calc=MJ8 Front Door faces W Project Summa Job: wrightsoftDate: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestmgservices corn Project • • For: 28 Millstone Lane Cutchogue,NY11935 Notes: Design Information, Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3544 Btuh Central vent(56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 12641 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/ 1 Pressure/AVF 50 Pa/983 cfm Structure 1376 Btuh Ducts 0 Btuh Central vent(56 cfm) 1147 Btuh Heating Cooling Outside air Area(ftz) 3318 3318 Equipment latent load 2523 Btuh Volume(ft') 19660 19660 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 15164 Btuh Equiv.AVF (cfm) 83 38 Req. total capacity at 0.70 SHR 1.5 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 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 OF Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 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 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.-�-wriglftsoft"-° March 26,2019 Zak mor »�_ Right-Suite®Universal 2016 18 0.32 RSU20066 Pagel mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W N � Level 2 150 cfm 111 cfm 9179 cfm Living Breakfast Bed 2 adiab aL98 cfm Great room er-f IGtchen I`�I 7E 3 cfm K101 cfm Bath 2 L33 cfm Mud Z Laundry Foyer CL , ,,9 cfm k32 cf '�B'�" Broan Exhaust Stair 2 Fan Model L150 K10 drr 56 CFM Energy Star Continous User Timer [58 bath Garage &174 cfm M bed Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 28 Millstone Lane Cutchogue,NY11935 Bohemia,NY 11716 18.0.32 RSU20066 Phone:631-244-2627 March 26,2019 r.b.delfino@energytestingservices.com N JSD\Rimor Model B1 MAN JSD.... N Level 1 10 x 16 1 217 cfm 14' 225 dm 0 14"1 26" Bsmnt 26"\1 26x16 Makeup air 56 CFM Skutlle Model 2161 — 12x16 Stair 0 4 8 cfm --------------------- 1 Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 2 1648-A Locust Ave RightSwte®Universal 2018 28 Millstone Lane Cutchogue,NY11935 Bohemia,NY 11716 18.0.32 RSU20066 Phone:631-244-2627 March 26,2019 gytestmgsenrices.com r.b.delfino@ ener ...N JSD\Rimor Model B1 MAN JSD.. Duct System Summary Job: - - wrightsoW Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email r b delfino@energytestingservices corn Project • • For: 52 Mollstone Lane Cutchogue,NY11935 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 0.005/0.005 in H2O 0.005/0.005 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length(TEL) 371 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bed 2 c 1311 51 79 0.003 8.0 Ox 0 MtFx 42.3 140.0 st2 Breakfast c 1833 51 111 0.003 10.0 Ox 0 MtFx 34.0 160.0 st2A Bsmnt h 6787 217 46 0.003 14.0 Ox 0 MtFx 32.0 130.0 st2 Foyer h 1020 33 20 0.003 5.0 Ox 0 MtFx 9.3 165.0 st2 Great room c 1614 61 98 0.003 9.0 Ox 0 MtFx 17.5 150.0 st2 Ktchen c 1676 7 101 0.003 9.0 Ox 0 MtFx 17.3 160.0 st2 Laundry c 524 10 32 0.003 5.0 Ox 0 MtFx 25.0 175.0 st1 Lav h 287 9 2 0.003 4.0 Ox 0 MtFx 15.0 165.0 st1 Living c 2478 139 150 0.003 10.0 Ox 0 MtFx 30.5 150.0 st2A M bath h 1805 58 33 0.003 7.0 Ox 0 MtFx 21.3 140.0 st1 M bed h 5429 174 156 0.003 12.0 Ox 0 MtFx 30.3 130.0 st1 Mud h 436 14 9 0.003 4.0 Ox 0 MtFx 18.8 175.0 st2 Stair 0 h 246 8 1 0.003 4.0 Ox 0 MtFx 15.0 150.0 st1 Stair h 307 10 3 0.003 4.0 Oxo MtFx 11.5 160.0 st1 SupplyD- • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 189 261 0.003 235 17.1 16 x 10 ShtMetl st2 st2 Peak AVF 572 614 0.003 213 23.6 16 x 26 ShtMetl st1 Peak AVF 268 226 0.003 201 17.4 16 x 12 ShtMetl Bold/italic values have been manually overridden - -wrightsoft, March 26,2019 nnsw•rw b,wwe,m y Right Sude®Universal 2018 18 0 32 RSU20066 Page 1 �+�. mor Model B1 MAN JSD%Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Return Branch Dotail-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 0 615 793 170.5 0.003 215 26.0 Ox 0 MtFx rt1 rb3 0x0 225 47 138.3 0.003 210 14.0 Ox 0 MtFx rt1A TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A PeakAVF 225 47 0.003 210 14.0 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0.003 228 26.0 0 x 0 ShtMetl I -�-wrigh"Ofta March 26,2019 nkw•in,ea..m;e..nr Right-Swte®Universal 2018 18 0.32 RSU20066 Page 2 �1 mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISL.ANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2019 Town of Southold Building Department r a 53095 Route 25 8 2019 PO Box 1179 A� Southold, NY 11971 Att: Mr. Michael Verity t, Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 14 Permit No.43033 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 spec fully submitted, ,��FtED ARC,, \5 5f RT C& X 0 c7 2-c GI Cherveny,AIA, LEED AP P ncipal '9 0238A' T�OF NE�`l GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 IStANDIA, NY 11749 W1NW.GRCHARCHITECTURE.COM (631)864-3395 April 29, 2019 A Town of Southold Building Department M AY 8 2019 53095 Main Rd P.O. Box 1179 _ _ ; -T. Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 14 -Permit#43033 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. 4espeubmitted, ED ARC Obe C'y�y X CA �v 2� ny AI LEED AP (P "9 0.1303 TF0 NE�y RE I H S3HARCHITECTURE PC 3750 XPRE RIVESOUTH SUITE 202 ISLANDIA, IVY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold S Building Department SAY g 2019 53095 Route 25 PO Box 1179 T. Southold NY 11971 - Ir Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is-provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, ,� FtED ARC COURT Cyd Glen Chery v 2 y IA, LE AP c' Principal (PP 'v 023812 Q T�OF NE�`l Town Half Annex es®w,' .,r " j., Telephone(631){765-1802 '54375 Main Road Fr'�' "°z' "' '•''r '; Fax(631)1765-9502 P. 0. Box 1179 ` ;.,,„r' :x;•'• d, NY 11971-0959 F, `"��� Southold, •�"r Aa g i�, , ., rAj�°r, ad 1" `..vii. ., �3UILDiNC ' D pl�►RTEUf' i�� . 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''i• _"`,'� ��� f �.",�� s �, = as F � �W 41.. �.. �, � � ., x ;� �M �9. � d ,• J 11 II E• i �^ 4 Y d vM1`i t"�E n °��t+� � r• _,.4 w+ 1r�4 �5r���� FRAMING, 17 FLOOR GIRDERS AND BEAM* Home Energy Rating Certificate Property HERS Inkberry B1 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2019-04-29 Rating Number: MC113 28 Millstone Ln Registry ID: 185626166 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 46.8 $968 62% General information Cooling 2.0 $80 5% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 10.5 $187 12% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 22.5 $311 20% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 82.0 $1562 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: 83 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA AL ulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 coAboveGrade Walls R-21.0 Infiltration Rate Htg: 1210 Clg: 1210 CFM50Foundation Walls R-13.0 Method Blower door3 frc.4 i P_10 ap • 60 M r = 30 10 F+.3 Energy Testing Services, LLC. ruba d Appliance Features 1648 Locust Ave Unit A IN erior luor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 In -ior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: is� REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 28 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additionalforms tf more than one CAZ or tf home has multiple heating systems or water heaters) Date of Test: 2019-04-29 Outdoors Temp During Test: 55 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No ! Net Change: N/A pa. If Yes,Total CFM Simulated (explain to notes) NOTES: eating System_ Primary: Yes❑✓ No❑ Type: Furnace ✓❑Boiler❑Heat PUMPEJ Other❑ ` --a Veniiha Tvpe 3 . Dia t, << S'in llaQe Sin 11aQe 'CO3 vb,t E tcienc Fuel Tvpe Ctrde_T e' _ ascal orst Case aural orsl Case) (7atural,_; Rating:95 0 N_❑✓ P❑O❑E❑ N❑N❑ME S,❑ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM N/A PPM Water,Heater,° Primary: Yes ❑✓ Tie: Standard TankaIndirect F1 Tankless ❑ Size: 75 0 Style Common Vent 17 No ❑ instantaneous❑Commercial (SeeNote.5below) (Gallons) 4 Stand Alone Z✓ s a VenfinQ:T.vpe 3 :'Drat 'S in Ilkge,• SnilldQe(Natural) , CO CO' Efficiency. Fuel Tvpe (Circle Type) (Pascal) , (Worse Case) (Worse'Cdse) (Natural) EF: 0 69 NO P❑O❑E❑ N❑M[✓ S❑ N/A Pa. Pass[EFail❑ Pass❑✓_FaiPPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No❑✓ Oven CO 5 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2019-04-29 APPLICANT: S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contruton Other) NAME: �� p�.(1"v ��yq� oz Section Block Lot STORMWATER - DRAINAGE _ � I tt a��$ ��o�o Date: Z7 INSPECTION REPORT FORM '^•�3114YC Yr.:a ' COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCiIIPTION OF SITE WORN TO DE COMPLETED 'YESNO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls ;�11�� _ b. Limits of Clearing&Area of Proposed Land Disturbance. I��; � c. Condition of Stockpiled Soils. �I _�s� �� r d. Verification of Size& Depth of Leaching Pools. e. Verification of Drain Pipe Installation/ Concrete Parging. _�—�;_ RAI f4 dvgs &Rps fox f. Driveway installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property h. inspection of Gutter& Leader System -Drainage Piping. i. Instalation of proposed Swimming Pool and discharge ring. j l > C+ ` F4 com IN j. Inspection of Construction Entrance/Staging Area(s). k. Location of pro osed concrete washout area(s). - ,•A 11nat,lnspwoon Report must,Ix-completed prior to is�ivance of The al5plicant-hwi tliret oitiicfrii for ceriMcation of rNalmm(nzliiai i(7,rs �k OPTION$: 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed ih the State o e-w'Yo"rk. OP'T'ION$:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage pi i OPTION S:3 Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. ---� C" N OPTION": 1. OP'T'ION 0:2. 00 Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing,placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Q Town Engineering Department. ; TOS Review NOTES: TOS Review NOTES: SR0510p4 Eft 6 0 Pi'-4 4'@� t !P(,i(i cri 0 PO L ****FOR ENGINEER I PJ-sir"f NII I 'Z-ONLY**** Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved By: — — — — — — — — — — — — — — — — — — -- - — — — Stormwater Management Plan Installation has been Date: �� Inspection#; Completed $ Approved by the Engineering Department. FORM * SWCP Inspection Report Form-TOS October 2014 Arolp AL' F0 V 0 1 OFFICE LOCATION: r " MAELXKG ADDRESS: Town Hall Annex �SO �yy P.O.Bog 1179 54375 State Route 25 ,meq fey Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY `�f' Telephone: 631765-1938 CAD www.southoldtownnygov G � y PI.ANNIrTG]BOARD OFF][c]ET TOWN OF SOUTHOLD MAY 8 2019 �— April 25, 2019 v,D Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 5 through 8 and 13 through 18 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr.Alia: The Planning Board has found that the requirements for Units# 5—8 and 13— 18 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made on April 15, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these ten (10) units_ Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager / 1 • • • • • '. FOUNDATION (IST) 157 MI � � tea►` %� � � -------------------------------- A 74 i AIrow"let, U01-- ' ► I ��� , ROUGH FRAMING& PLUMBING INSULATION PER N.Y-. 8TATE ENERGY CODE 070 MIA Jw— INWA W s a� 1 .. sl ■ ��7 TOWN OF SOUTH®LD h,'<_` _ _ BUILD�Cz PLR 'APP tO' )ETON EHE -kLIST BUILDING DEPARTMENT _ �3 -.,_ o yoy:have or need the following;befor plying? TOWN HALL Board of Health - SOUTIIOLD,NY 11971.- . _. 4 sets of Building Plans . TEL: (631)765-1802 _ -Planning Board,approval ' FAX: (631)765-9502 ', Survey- Check urvey_Check - -Septic Form NX.S-D.E.C. • _. v ' _ .__ - - -_ - Trustees - - C.0.'_Application - Flood Permit Examined-_ � ,26 Single&_Separate Truss Identification Form - Stonn-W.ater�.ssessment Form-_ AUG 3 201 - P� _ -}C� �2 s%",jowfe�� 0 $,., Confact: Approved 20 _ _ -. Mai!to: ' r..•�-;•gd / :9�:� Disapproved a/c �ITI�,alb' ' DEIN. - - T01�n�; p; I'��° 321✓D Flione: -11 -7 = _46: Expiration. 20 ` $ui d ector Ln : ADPLICA�"ION FOR. UILDING`-MMI I7C Date �. .20f ,INSTRUCT$ONS -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 premisesi relationship to-adjoining premises or public streets-or . areas,and,waterways: c.The work covered-by this.application may-notbe,cominehced-before-issuance of Building Permit. A Upon approval of this-Application,the-Building Inspector will issue a Building Pen-nit to the applicant. Such-a permit shat l be kept on the.premises available,for inspection_throughout the work. e.No building shall be-occupiedror, ed 3 in whole or in pan-for aany:purpose what so ever until the Building Inspector i issues.a-c-ertif;cateof;Occupancy. ,3 °'. `'= .'tz' erylbpil;ding permit shall,., re if'tlip for authorized-has notcommen4ed within 12 moriths;after the date of } 'issuance`or'-has-not°been completed within:I8 montlt5 from such date.-Ifno-zoning amendinznts or other regulations affecting the property have beuti.enacted in the interim,-the`Butlding Inspector may-autltonze,�in w"ri ing=th'e=extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS,HEREBY'MADE-to-the Building-D-epartment forthe;issdarice of a Building Permit pursuant to the Building Zone Ordinance of the-Town of--Southold;'-Suffolk County,Mew-York;and`other-applicable Laws,Ordinances or Regulations,for the construction of buildings zadditions,or alterations-or.for removal or demolitioin as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code;_and.regulations,;and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or-nar6e,if a corporation) -~ f• (Mailing address of ap licant) State whether applicant is owner, Iessee,'agent architect,engineer,general contractor,electrician;.plumber or builder ow t • . Name,of owner of premises (As on thetax roll or latest de60%; _ If-applicant.is a corpor i n-signatureL o 4uully ath �officpr7 �,= ,k* } (Name and title of corp ate officer) _ Builders License No- Plumbers License No. Eiectricians,License No. Other Trade's-License No: - 1: Location of land on whichproposed work-will be done: House Number Street Hamlet = County Tak=Map No:-1000- -Sdgion, LM-ok ��-1 - Block (` i _ IT �{ Subdivision AWV4,&f1 e0ft-41CFiled Map NTo. T Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy__ 3. Nature of work(check which applicable):New Building v Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost_ dLi0, Q ' To be paid on filing this application) 5. If dwelling, number of-dwelling units d , Number of dweliTfi_units on each floor If garagq,.number of cars _dao, . - �, :- 6. If business, commercial or mixed occupancy, speciry nature and extent of each type,of use. 7. Dimensions ofexisiing structures, if any:Fronf ' ` Rear Depth Height Number of Stories`,.,, Dimensions of same structure with alterations 6r1additions: Front Rear Depth Height - _ . _ Number-of Stories 8. Dimensions of entire new{_cnnstruction: Front ' _` ,�o !0 `Rear= �8 Depth Height- t 2� /D I I -- -_ _ —. - {_Number of Stories '_- ,i 9. Size of iot: Front Rear .Depth 10. Date.of Purchase Name of Former Owner 11. Zone-,or use district in %Oich premises are situated = 12. Does proposed construction violate anyTzoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES✓ NO Will excess fill be'removed from premises? YES NO v �r,w,✓ exp�7'" �.® .rl�� �.� - -- �7� 14. ?Fames of Owner of premises G-�C, Address �s� � Phone No. � Name of Architect 4C I4 Address - S '4. PS Phone No a36 11 Name of Contractor 5aap 44 -00OAddressI Phone No. - 16 a.-Is this property within 100 feet of a tidal wetland or a freshwater wetland?-"YES - NO a/ x IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C_PERMITS MAY BE`REQ1dkRED. b. Is this property-within 300 feet of a tidal wetland?x YES NO IF YES, D.E.C. PERMITS MAYBE REQUIRED. 16. Providesurvey,to-scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10-feet or below, must provide topographical to on survey. '18: Are there any covenants and restrictions with respect to this property? ` YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) E S: COUNTY OF w . being duly sworn,deposes and says that(s)he is the applicant (Name of individual sign i g.contract)above named, - ' (S)He is the (Contra r,Agent,Corporate'Officer,etc.) of said owner-or owners,and is duly authorized to perform or have performed,the sajW work and to make and-file this appii_cation: that al statements contained in this application are true to the best of his knowleda n belleit and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ,p � – —day or v' 20-1-- A At MOs Notary Publi TRACEY L. DWYER Signatu a AA p "cant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, � OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *QF SO(/j P.O.Box 1179 54375 State Route 25 �0� yOIO Southold, NY 11971 (cor. Main SouYoungs Ave.) thold NY Telephone: 631 765-1938 cia www.southoldtownny.gov "OUIdT`I,� PLANNING BOARD OFFICE �r nR/Ifs TOWN OF SOUTHOLD D \ FEB _ 72018 MEMORANDUM TOWN OF SOU THOLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, Planning Board Chairman \U' / Date: February 7, 2018 Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, B1, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a 131 or B2 unit and vice versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant. The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. 1FFpj,�C' BUILDING E EPARTIVIENT- Electrical Inspector �0 TOWN OF SOUTHOLD cs - Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Off` Telephone (6 1) 765-1802 - FAX (631) 765-9502 roger.richertAtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: _ _ _ . _p- .� ti. Date: Company Name: �'"�, ` Name: License No.: `�®� email: G 1 Address: ,p e ox q-7 AiWv, IMAI Phone No.: �- JOB SITE INFORMATION: (Ali informatio Required) Name: Address: Cross Street: Phone No.: BIdg.Permit#: p` email: ie�e`4_L Tax_Map District: 1000 Section: ®o?o ® Block: 1 . 00 Lot: 0 41 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: L.Y / O Rough In Final Do you need a Temp Certificate?: ES IN O Issued On Temp Information: (All informationrrewired) S 1 Ph 3 Ph Size: [ A # Meters 1� Old Meter# New Services`- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Lateral 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for I spec'on FormAs � °� [ \\vhb\proj\Longlsland\29305.00 Heritage Cutcho ue\cad\Id\Planset\3-29305.00—LM.dwg e---� N 1901.4 • 1904.80 N N u ul ROPOSED MULCHED NATURE TRAIL I (TO BE ROUTED AROUND EXISTING TREES WITHIN NATURAL AREA) 75' BUILDING SETBACK 14.1' 10.3' 12.8' 16.7' 13.7' 13.7' 1 o m 15 =14 -�- 13 12 11 21c 16 � g B1 B B1 19 �C 4) a B1 B22 21 B1 81 17 ' 18 z B m z m C z EN EN J w EN EN EN h `;5�,:i' 19.9 RD. 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ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND W co un THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 5.5' ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION Z U 27.6' i 1 0 14.7' 4.7 W I o7 6.0'cV ®p a La' ,A YS_. 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I HARVEST POINTE CONDOMINIUM 1 Cp N LoI p FILE NO.:471 FILED January 09, 2018 N_ S 40052'38" E SITUATED AT m' Tim I TOWN OF TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK 25.43' I TCHOGUE SOUTHOLD �1 S C.T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 13$14 S52055'20"W 19.47' r NELSON & POPE �— — — — — ENGINEERS -& SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Z F- PHONE(631)427-5665 FAX(631)427-5620 LLW -- - WWW.NELSONPOPE.COM LL j2 � SCHOOL HOUSE LANE INDIVIDUALS 00026 I ` DRAWN BY: NP CADD No.: 00026 I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 07-10-18 PROJECT NO.: 00026 1"=30' { Ll 0:6 JI r NOTES: V 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, In PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 0_ U IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, DI PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Qi PERSON.UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED pp PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF E'0 CONC WALK R/O AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE W SLATE —A/C UNIT ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND C BOX u THE NOTATION*ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Z 'm 27 6' b 14.7' 5.5'4 7 LU Lu ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION Q J W 6.0'N N LWINWELL, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O n C7 W G U/n SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY WSV z V' O , NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 10.2' o 2 00 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED ~ v --- 2 OW Z — Z a PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE UJ d m STONE 2.0 111 I � W CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, W o Of BASE DRIVE SOIL CONDITIONS.VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS W/8"PAVER 2 W OTHER THAN VISIBLE PERMANENT STRUCTURES ZQ BORDER O1 ICO CO U T�P D- V V Q M(YJ Z COPYRIGHTO NELSON&POPE.ENGINEERS AND SURVEYORS ALL RIGHTS O m S 51 038'15" —— —111 11 W RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 2.3' I J--}�' RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED U) 38.07' W LL -J- — IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUTTHE PRIOR WRITTEN /1 STONE j� I LL C7 O PERMISSION OF THE SURVEYOR V> W BASE DRIVE c6W I-- � 1.1' ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT J - W/8"PAVER Q I U) SHOWN J 00 BORDER Q) I N 2.0,----- H N CD v (j ? 2.0' W W 00 M ai W �j cl)M o 5.5' w W RO0z 0J O O ZC4 60' N VV NazS51°3815 /6V .5 30 w 30.65' CON SLATE �A/C UNIT CONTROL R=410.00' DI C.WALK MODULE L= 3.24' L OCT 2 1 2019 - 00 Of NEtq/ V JQ I W ��'��®NAYID S 65026'53" E ° 3 Q I ° =r9 Z '49.54' c,2�' g0 F- 1 cl i O p R=275.00' � 6 L=77.85' N I 0.050213 QL, J s 1 LAN® � I167.99'(ACTUAL) Nf— — — — ,00,-zo,e FOUNDATION LOCATION N 1 FINAL SURVEY FOR S52°55'20"W 01-12-2019 SANITARY AS-BUILT m -o REVSED SANITARY , c�O° w UNITS 13-14 UNIT DESIGNATION MAP OF O 0 � o d 03-11-2019 AS-BUILT AS PER HARVEST POINTE CONDOMINIUM 1 00 j I S C.H.D DATED 03-07-19 FILE NO.:471 FILED January 09, 2018 S 1 m m 1 M TOWN OF Y0o52'3pn E 0417-2019 FINAL SURVEY SITUATED AT 8 cn CUTCHOGUE 25.43' SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S52°55'20"�/��V V S C T.M.DISTRICT 1000•SECTION 102 01,BLOCK 0100,LOTS 13&14 t� 19.37' _ _ _ _ I NELSON & POPE ENGINEERS & SURVEYORS C7 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Z Wf PHONE(631)427-5665 FAX(631)427-5620 LL I LLL Of """�` ""T WWW.NELSONPOPE.COM R �— SCHOOL HOUSE LANE DRAWN BY: NP CADD No.: 00026 U 00026_I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 07-1048 PROJECT NO.: 00026 11.-30' q30 3-3 II NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE Gln I— PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE II W 1 W NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, WA E PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 1 RVI E SLATE IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Gln_ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY �}-- —G G CONC WALK PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED W I I SLATE PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF W AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Z 27.6' S.5' Q F W ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Gln M 6 0'co 14 T O 4 7 W:) THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W i _ N o z ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION SERVICER �' r O =� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED )G7nr�Z 1 O 2' O �� 2 2' O W � N SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY - ,`^ -•; F- D m ---- Z a �m NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS •V) _ f!' t IZ N 2 0' p, C N OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED ' I N -1 UJ I } U f O N Q''F- ZZ D "^-n �_.'3 ;l t � m m C7 cW p ;O p W Z UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED '' t LU G�� %O I O Q G UJ _ Z O Z O In a 0'.-y- AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE -- ' Q m of U `-'�-c -C''1 -� '.a U U ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN z Q I z M PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED ((�� �, Z0 LL18' TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS MAY 2019 0 ST.BASE ----J W -- Zw >cj -a: THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP (A I DRIVEWAY 23' W I o > rn ZO �r CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR �� 0_>c! 18' ZOH N N rOlyj FURTHER DESIGN r„ O O uJ ozCC), a° as _ I cO _ZO S.T. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE -: f_ '.'�' -.�• . J Q I `v��N STA O CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, _ _ o SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ' - •• F(• + II -- -I r NpLUv r >5 OTHER THAN VISIBLE PERMANENT STRUCTURES f — 2.0' X0)9: > m Z°) I Z 2.01 0. W W Z N O. N COPYRIGHTp NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, I I 1" WATER _ U u) O 0 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED SERVICE 5.5' O LnZ O IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O Ln ODU O_0_ PERMISSION OF THE SURVEYOR N I c 6 0'o N O„ 23.0' �i `� 16.6' 6 0, 5.5' CI W x J ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY.NOT LOCATED,NOT m a Q W SHOWN II ®I ow � ALL SANITARY PIPING 4'SDR-35,TYPICAL E E O GG G G SUFFOLKCOU?tTY O :�A Ti�iE TOF HEALTH SEMCIES U APPROVAL 07 CONdaTRUCTED WORKS FOR A SINGLE FA(ZLY RESIDENCE Date I-LS,Rif I°�-`�d®�9 7Qu The SeY.-n;e d#mzal anal.'U3W£L'1,33ly faC',w#w-a7.thIS I0vC00:B hm been - W W OF N E 1,11/p Inspected ardlor cprtfr3d by Z9!s I3:3p3t'cSi?t or oftr agencles and ffound to C ba satiSia ;y F®��e Ia'la °e$"�.`Il� �!!1 SEI�€i �,�Sa �pCol ��t�A pF�� r� u Craig Knlepper, P.E., Chiefo Office of Wastewater i'Vlana ernent '~�`' ko O's HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S �® LA.11C - � '� < UN IT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 13 R-10-17-0067 1 599 S.F. 363 S.F. 1 962 S.F. 10-01-2018 FOUNDATION LOCATION SANITARY AS-CONSTR%,'TED''�LA�I FOR ' 14 - R=10=17.-0068 1,599 S.F. 363 S.F. 1,962 S.F. 01-12-2019 SANITARY AS BUILT UNITS 13-14 UNIT DE GAN TIQN�IVIA OF REVISED SANITARY c,'r .� d q o .I 03-11-2019 AS-BUILT AS PER HARVEST POINTE CONDOMIIU 1 � S C H D.DATED 03-07-19 �• FILE NO.:471 FILED January 09, 20�f�/�S°"/dti,Qgp SITUATED AT gd l;"F4d SANITARY SYSTEM AS-BUILT TABLE i CUTCHOGUE STRUCTURE NAME I TI E A TIE B TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK " y S C T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 13&14 UNITS#13-14 ST-1 54.4' 35.1' NELSON & POPE ST-2 56.6' 41.3' I 4� ENGINEERS & SURVEYORS LP 75.0' 38.4' 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 w. PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No,:INDIVIDUALSURVEYS SCALE: 00026 1 CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I DATE: 07-1048 PROJECT NO.: 00026 ill=30' I - 13 All exterior lighting installed,replaced or repaired shall conforms to Chapter 172 of the Town Code -= APPRO ED AS NOTED DATE: B.P.# 3L)3 +43b31I- ELECTRICAL FEE: v BY: INSPECTION REQUIRED NOTIFY BUILDING DEPARTM AT. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING TRUSS PLACARDING REQUIRED 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR PLUMBER CER TIFICATIc., DESIGN OR CONSTRUCTION ERRORS. ON LEAD CONTENT BEFOG CERTIFICATE OF OCCUPAN,„ SOLDER USED IN WATER SUPPLY SYSTEM CANNOT COMPLY WITH ALL CODES OF EXCEED 2/10 OF 1% LEAD. NEW YORK STATE & TOWN CODES AS REQUIRED AND-CONDITIONS OF �A�T+fBE�►� SOUTHOLD TOWN PLANNING BOARDPL.UMSING ;-ALUPLUMBING WASTE SOUT�ett TOWN ES % ,`WATER LINES NEED 5'"RE COVERING Fire separation required as per OCCUPANCY OR NYS Code Must provide Manuals USE IS UNLAWFUL D,a and S as per WITHOUT CERTIFICATE NYS Energy Code OF OCCUPANCY Blower door DRAINAGE INSPECTIONS ARE REQUIRED and ductwork Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification testing required. that the drainage has been Installed to Code. R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of afloat-ceiling assembly, draftstops Section R316 Foam Plastic TABLE R405.1 shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System Z 2017 YORK STATE U (FOR CODE CV PUBLISHED JULY 2017 EFFECTIVE OCTOBER 31, 201 a roximatel a ual areas. Where the assemb is enclosed b a floor membrane above and a ceiling membrane below, draftstopping shall be provided in R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 2017 N YORK STATE CODE SUPPLEMENT ( � pp y q IY Y UNIFlED SOIL VOLUME W 017 n1, YORK STATE ERGY SERVATION CONSTRUCTION CODE floor-ceiling assemblies under the following circumstances: R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION CHANGE 2 NE bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GRouP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL o 2017 NEIk YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC, 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 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, " 2016, EFFECTIVE OCTOBER 31, 2017) R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal GOOD LOW Low U � LRTLE OR NO FINES O r�{ 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than X inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW 0 U O_ 2 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 s ecified in Section R 316.4 is not re ulred where all of the followin a LITTLE OR NO FINES 2016 NrsEC (2016 (ECC 2ND PRINTING) P q � 9 PP Y� z ^ , w TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1266 AND PARI' 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW _O fid) N Exce Mons: LITTLE OR NO FINES L� o rn m SECTION R101 P 2. The space IS entered only for purposes Of repalfS Of maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, I-- � � U) � U 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 LITTLE OR No FINES GooD Low Low 0 W� U > - 6 inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES 0 D MEDIUM LOW : 'C o- R101.2 The rovisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW � .- � Z P mer s ecified in Section R316.4 sub'ect to all of the followin rA 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 ba p 1 g GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW �w than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3Y inch. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW O i w : M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U Q c2v 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 = � R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GROUP 2 SLIGHT PLASTICITY ❑ U M 00 supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, �/ M GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM l l illumination of 6 footcandles (65 lux) over the area of the roam at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS TO LOW R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. 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 d 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 R305 R317.1 Location required. Protection of woad and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and hats been anchored to the floor above, or official prior to the final inspection. " R305.1 Minimum height. Minimum ceiling heights of 7'-0 in habitable rooms. Minimum ceiling heights of 6-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Field treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage R202 Definitions: f less han 6 feet 8 inches above an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retaiin earth and enclose habitable or across all structural members without thermal brid es other that fasteners and service openings. 2. n shower h tub equipped with a showerhead shall have a ceiling height o not t y fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material re uirements of ASTM F bl I Z Continuous Insulation: Insulating material that is continuous 9 30 inches at the showerhead. q usa a spacts ocated below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be O 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 protected and shall discharge by gravity or mechanical means into an approved drainage system. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams) girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the Exception: A drainage system is not required where the foundation is installed on well drained ground or saind gravel mixture with soils according (~j can hi h water line where the ultimate desi n wind s eed finished floor. Windbome Debris Re ion: Areas within hurricane-prone regions located within 1 mile of the coastal m g 9 P 'is hazardous locations for the u oses 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. � 9 R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be speclf P that is visible from the street or road frontin the roe Address identification characters shall contrast with their back round. Address numbers W (Vult) is 130 mph or greater. of glazing. 9 P P �' 9 F- R308.4.2 Glazin Ad'acent to doors. Glazin in an individual fixed or o erable ane) ad'acent to a door shall be considered to be a hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section R406 Foundation Waterproofing and Dompproofing � 9 1 9 P P 1 stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to ternative rovisions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the limitations of this code bottom ex osed ed a of the lazin is less than 60 inches above the floor. R301.1.1 AI p q p g g g R406.1 Concrete and �r�asonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z e i n shall cam I with the International Buildin facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a and the limitations therein. Where engineered design is used in conjunction with these standards, the d s g p y g 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. spaces and fioors below grade shall be dompproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O Code. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. floor to the finished rade usin a bituminous coatin U 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging 9 9 g I WFCM . 2015 EDITION 1. AF&PA Wood Frame Construction Manua ( ) ( ) door. Section R321 Elevators and Platform Lifts R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with orous fill u 'to a hei ht of one-half of the backfill) O 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 r Wh re rovided assen er elevators limited use and limited a lication elevators or rivate residence elevators shall om I with ASME P p P 9 L.L R301.1.3 En ineered desi n. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. R 321.1 Elevato s. e p p g pp p c p y u J 9 9 heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. � conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: A17.1/CSA 644. demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. M system. Engineered design in accordance with the Intemational Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. O ` ' J z � � R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f, of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of Section R IN Emergency Escape and Rescue Openings R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. ' in the ultimate desi n wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND R301.2.1) Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code us g g Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16' by 24". RESCUE OPENING PER SECTION R310. (Egress window & window well) speed in Table R301.2(1) as determined from Flgure R3011.2(4)A. R310.1 Emer enc esca a and rescue o enin re wired. Basement shall have not less than one o erable emer enc esca a and rescue o enin . and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard (� 9 Y P P 9 q P 9 Y P P 9 area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in [�' R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blockin and subfloorin . Blockin for fastenin anel ed es or fixtures shall be a minimum of utilit rade lumber. Subfloorin shall be wood opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement, and excludin an unfinished flood-resistant 9 9 9 g P 9 y 9 9 TABLE R301.2(1) 9 g y RAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the structural panels in specified in Section x full Fireblocking shall be of any grade lumber. 1� CLIMATIC qND GEOG R502.4 Joists under bearin artitions: Provide 2x full de th blockin ® 48" o.c. max. where beam is not located under wall to allow for i In or vents. ~� / , OM 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. j P P 9 P P 9 r" GROUND Wind Design SEISMIC SUBJECT IN DAMAGE FR WINTER ICE BARRIER Air Meon a eet with a horizontal rojection and width of not less than 36 R502.6 The ends of each joist, beam or girder shall have not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches on FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 squat f p 1 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing / 9 O SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN REQUIR AYMENT Freezing Annual 9 Y P P 9 y P appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or ry P PP Y PP 1 9 P g p p TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emer enc esca a and rescue o enin to be full o ened. mason or concrete exce t where su orted b the use of a roved 'oist hon ers. .�. LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking ar by attachment to band or rim joist. � Region Debris window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminat<_a timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these MODERATE SLIGHT TO 10 R3110.2.3.2 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. M 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 an a roved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n m PP 9 9 PP 9 9 P P P Y 9 9 Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional where required by the statues of the jurisdiction in which the project is to be constructed. R301.2.1.4 Exposure category. 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 ❑ w 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings " infiltration of flood waters into the system in accordance with the plumbing provisions of this code. O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36 clear width. Section R506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways R 322.1.181 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. e artiall obstructed area. Includes flat o en count and rassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone, crushed concrete or crushed blast-furnace sla assin 600 feet from th p y p ry 9 R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 9 9 9 9 P 9 3. Ex osure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. P 1 1. Be used solely for parking of vehicles, building acl;ess or storage. U 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 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I both sides. according to the United Soil Classification System in accordance with Table R405.1. eadroam in stairwa s shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured - � R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.2 Headroom. The h y R506.2.3 Va or retarder. A 6 mil 0 006 inch of eth lene ora roved va or retarder with olnts la ed not less than 6 inches shall be laced between F- on the exterior of the enclosure walls. P ( • ) P Y Y PP P 1 PP P a'n wall stud hei ht ermitted b Table R602.3 5. Individual walls or wall studs shall be ermitted to exceed these limits as ermitted b Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q be n g 9 P y ( ) 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: F- provisions, provided that story heights are not exceeded. An g g p 9 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. r) 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 R311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su lement. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than ane enclosed area below the design resist wind loads shall be in accordance with the International Building Code. P P PP flood elevation, each area shall have openings. I- 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 W R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers, immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1;) through R602.3(4). Wall sheathing R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common 2 R311.7.8.2 Continuit Handrails far stairwa s shall be continuous for the full len th of the fli ht. 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed o enin s do not meet the re uirements of this shall be faster^�I directly to framing members and shall confirm to the requirements of Table R602.3(3). wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Y Y 9 9 P 9 P p g q shall be rated for fire exposure from both sides and shalll extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. Q accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 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 6J inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 2163. be more than q 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 2163. and Coastal A Zones shall be supported on pilings or columns. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R on Mezzanines TABLE R302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION � FASTENING EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a (a,b,c,d) R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. r- r- � r 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 Iii ,6 6 � r- -7 � V R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. r I- m o � '" '- WALLS >_5 feet following: 3. CEILING JOISTS NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL Q ry N N ri I r` N .o NOT FIRE-RESISTANCE RATED 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, o N c�i ri ri ;Cc ' PROJECTIONS FlRE-RESISTANCE RATEID 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened columns and posts. OVER PARTITIONS I position. Exce tions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 FACE NAIL TABLE R302.1(2) P ( ) 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 1 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER' TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL WALLS FlRE-RESISTANCE RATED 1 HOUR 0 feet I by Section R310.2.1. RAFTERS TWO 16D COMMON. END NAIL NOT FIRE-RESISTANCE RATED 3 feet ' Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z O z z z z 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 0 o H o 0 0 0 assessor structures. r, R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL m m m R302.2.2 Parapets for townhouses. 13D. 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire,systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 161 COMMON ® 16"0/C FACE NAIL w 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 JOIINI) FACE NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet op R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL 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 les R401.4.1 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 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall Ir Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 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 R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: FOUR 8D COMMON. TOE NAIL lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance ,1 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 V) R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. Section R314 Smoke Alarms 3. Parch 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 [�� R 403.1.44.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OP BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL W [� Exceptions: R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 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 L ' 1. Foundations supporting exterior walls or common walls. R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 11 0 T 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 6D COMMON AT EACH JOIST OR RAFTER. FACE NAIL O O m R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be separated from each other by wall and floor assemblies having not less than a 1-hour ' R314.3 Location. Smoke alarms shall be installed in the followin locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and J o y 9 9 y 9 9 R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter ROOF AND WALL SHEATHING TO FRAMING 8D COMMON W LU 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 sleeping room. {ROOF) 12"o/c at interior Y anchor bolts s aced as shown on the lans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each se arate slee in area in the immediate vicinit of the bedrooms. P P 8D COMMON (SUBFLOOR) supports (see note f) W W F_ P P 9 Y the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each late section. Plates shall be rotected a ainst deco and termites. I. U o - 1 P P 9 Y a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used fcor framing and sheathing to fire resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA, R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), O 13. a location required by Section R314.3. TABLE R404.1.2 1 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. E? R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies 1. Ionization smoke alarms shall not be installed less than 20 feet 6096 mm horizontal) from a ermanentl Installed cookin a liance. ( ) ( ) y P y 9 PP 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 11 shall have an equal or greater fire-resistance rating. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p W � 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 cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inchF•; on center to gable end wall framing. from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ n he arae and ducts enetratin the walls or ceilin s se aratin the dwellin from the arae shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) R302.5.2 Duct Penetration. Ducts I t g g P 9 9 P 9 9 9 9 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section 58 R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 w No. 26 gage sheet steel or other approved material and shall not have openings into the garage. hal 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 OF THE TOP OF THE WALL STORY = R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. R314.3, the alarm devices s I AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: Iii c� Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, FJ--� � Attachment of gypsum board shall comply with Table R7(02.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 12 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when F' j= R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z m R602.3.2 To late. wood stud walls shall be ca ed with o double to late installed to rovide overla in at carne rs and intersections with bearin z W R302.6 Garage ceiling: 5/B type X gypsum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in P P PP P P P PP 9 g ; ¢ J¢ partitions. Fid joints in top plates shall be offset not less than 24 inches. Joints in plates need not occurr over studs. Plates shall be not less Z < U R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling accordance with a 2034 and UL 217. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inche: nominal thickness and have a width not less than the width of the studs. 0 o o cn finishes shall have a smoke develo d index of not reaper than 450. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. Pe 9 R602.6 Drilling and �>>,cching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). NJotching & bored hole limitations for (n � ��(� � R302.11 Fire blockin shall be provided in wood-framed construction in the following locations: R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR /� 9 1. The dwellin unit contains a fuel fired 0 (lance. SIZE AND SPACING (INCHES) exterior wall, and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate W rad ��, 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 9 PP framing to o,commodate 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 / (z ,EF2TCy� y/\\\ 1.1 Vertical) at the ceilin and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF `L Y 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) _U 4' , ,'`,t t.. G � 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. , �`� ,\ 2. At interconnections between concealed vertical and holrizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. WALL THICKNESS (INCHES) Q ) H 915.2.3.1.1 Buildin s constructed on or after Janua 1, 2008. , �i, 3. In concealed spaces between stair stringers at the tolp and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 9 ry 8 10 12 2 I ,z 4. At openings around vents, pipes, ducts, cables and wfires at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7 NR NR NR W roducts of combustion. The material filin this annular s ace shall not be required to meet the ASTM E 136 requirements. `� � �I P 9 P 9 8 5 ® 41 NR NR U � � .:xp._� T„� Y 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 9 6 ® 41 5 ® 22 NR U) / � 0 3810 � ` 6. Fire blocking of cornices of a two-family dwelling is (required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ �� E 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 14" clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. 2. Two thicknesses of 1' nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels wvith joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. J I NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. O 6. One quarter inch cement based mil r gla. UNITS 13 M O D EL B W 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. � SHEET NUMBER Q 2 I1 14 M D L B - 1 & O W o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS 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) methods: I-" N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z c , MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN slab-on- rade floors shall have ri Id o a ue and weather-resistant rotective coverin to revent the de radation of the insulation's thermal erformance. W ;--4 WIND SPEED V ult 9 9 P q P g P g 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. P2801.6 Required pan. Where a storage tank-type water hsater or a hot water storage tank is installed in a location where water leakage from the tank will cause CONSTRUCTION AND OR TIMBER CONSTRUCTION y MINIMUM MINIMUM MAXIMUM WALL WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: 6" DIA. U d SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE REFLECTIVE RED � EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 (� 6 (INCHES) PANEL SPAN (INCHES) PANTONE PMS 187 � ;? INCHES O.C. (INCHES O.C. ( ) RATING ( ) ) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. :i` B C D TABLE N1102.1.2 (R402.1.2) 3. Other approved materials. 0 N S 2 COMMON 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component ` , ` CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. V � � 0 R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE C) � 0 > ~ U story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL �-+ R-VALUE Section U101 Scope z EFLECTIVE � o U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. � WHITE 4* cV>; I practice. 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " F R � ->` N °'Z - MARINE m•- R802.11 Rafter or truss uplift force. Section U102 General Definitions Z 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" �- J E M / not allow sufficient s ace for the re uired insulation, the minimum re uired insulation for such roof ceilin assemblies shall be R-30. The reduction of Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" OU Q wo w v Span (ft) 12 18 24 28 32 36 42 48 P q q / 9 photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE 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. N COMPLIANCE WITH 19 NYCRR 1264 ❑ U r- ao Increase x1.09 for itch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. NI 102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN M P weatherstrlpped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,LATH A STROKE WIDTH OF 1 2.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W m . .1 Screw fastenin . Screws for attachin sum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. / 8702.3 5 9 9 9YP Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE (� 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set bock = and shall penetrate the wood not less than 5/8 inch. MATCHING SYSTEM PMS 187. a 81102.1.2 based on the applicable climate zone specified in Chapter 3. ( ) # R702.4 Ceramic Tile. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with ble 702.4.2 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 equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet SECTION 1265.4. SIGN OR SYMBOL 8702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Ta R and installed in accordance with the manufacturers recommendations. NI 102.2.9 (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) (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 THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED TABLE 8702.4.2 below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR .� SYM90L TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY 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 SERVCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.4.2 doors 4.2) Fireplaces. New woodliburning fireplaces shall have tight fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. 0103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 electric installation and shall be labeled "For Future Solar Electric'. The reserved s ace shall be ositioned at the o osite load end from the in ut feeder SIGN OR SYMBOL REQUIRED IC THIS PART SHALL BE AFFIXED PRIOR TO 1HE ISSUANCE OF A CERI1FlCAlE NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C P P PP P location or main circuit location. OF OCCUPANCY OR A CERI1FlCAlE OF COMPLIANCE. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. Z) Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) NOWT : 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet I•- SIZE OF STEEL ANGLE NO STORY ONE STORY Iwo STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 a.c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. Z D (EQUATION 16-8) L3x3x1/4 s'-o' 4'-6" 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) 0 L4x3x1/4 W-0' 5'-0' 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. L5x3.5x5/t6 I0'-0' 8'-0' V-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + . (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) 0_ L6x3.5x1/4 14'-O" 9'-6' 7'-O" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) LL ' BE SEALED. 0" r 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. 0 ` c. Minimum bea ring to be 6". KNEE WALLS SHALL BE SEALED. t(3 C) R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ \ �'� ,J DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS RIEQUIRED 8Y ASCE7-10 , TCDL = 15 PSF, R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INJTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. W 1--� 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 SUPPOIRT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 Flashin at foundation. A corrosion-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 g 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 T'HE 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`. TfHE FOLLOWING LIVE Loaos: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS F, stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE y 8703.14.2 Fire Separation. Polypropylene siding shall not be installed) on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE FOLLOWING INFORMATION: � � ' MINIIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDmONED SPACES. 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. F�� 1-J. feet (3048 mm) to a building on another lot. (FOIR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION OF ALL JOINTS. f 4 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 O 8703.8.2.2. Su ort b roof construction. A steel an le shall be laced direct) on to of the roof construction. The roof su ortin construction for the steel an le shall THE DRYWALL. with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. PP Y 9 P Y P pp 9 g 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 LME LOAD OR SNOW LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. 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 UNINJHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. H � w anchored by the use of two 10d nails at every wood studl spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINJHABITABLE ATTIC WITH STORAGE: 20 PSF FIOOrS end Ceilings me brittle finish L/360 4,4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABIITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. re to the the su ortin wall studs with corrosion resistant metal ties embedded in mortar or rout and extendin into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with luster or stucco finish L 180 4.6. CONTROLLING WIND LOADS. 0 8703.8.4 Masonry veneer shall be ancho d pp g 9 9 P / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTfIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m d common nail. Airs ace= Nominal 1" between sheathin & veneer. EAch tie shall su ort not more than 2.67 s uare feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM 8301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. g p g pp q 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ W spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301 c (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATME TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O r ason above finished round level above the foundation wall or slab and at other oints of su ort., C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per 8301.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 8703.8.5 Flashing shall to located beneath the first lin ss of m ry g P PP Lintels su ortin mason veneer L 600 including structural floors, shelf angles and lintels where nnasonry veneers are designed in accordance with section 8703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 8401.4.1 PP 9 rY / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Inclludes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LME AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (8403) of lbu Soils with clay or clay and silt will require a redesign 12. R QUIR D PERMAN NT TRUSS MEMBER BRACING LOCATONSBERS. r , Systems of (building footings. v R801.3 Roof drainage. All dwellings shall have a controlled method) of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSS SPECIFICATIONS: H R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heatin and coolin s stem on a dail schedule to maintain different tem erature set oints at different times of the da . This thermostat shall include WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q g g y y p p y Door And Window Required Design Loads: CODE. � R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F- U At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water bailers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) W 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 Z) ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LNE LOAD, 0 U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with NI103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 accepted engineering practices. TCLL = 4 S CDL = 1 - R802.7.2 En ineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 0 PSF, AND BCDL - 5 PSF 9 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. 20 S.F. +17.4 -22.0 +20.2 -26.0 timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are 50 S.F. +16.3 -20.0 +19.0 -23.0 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 MAXIM';M LNE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLEC110N OF 11-1E LESSER OF L/360 OR .75". specifically considered. 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 Intemational TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHAl1 INCLUDE 11iE 8802.8.1 Bridging. Rafters and ceiling joists having a depth to thicNcness ratio exceeding 6 to 1 based on nominal dimensions shall be supported y y Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. adjustment coefficient in Table 8301.2(3). FOLLOWING INFORMATION: 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O' and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 2. For ducts havin static ressure classification of less than 2 inches of water column 500 Pa additional closures stems shall not be re uired for 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 9 P ( )� y q 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LME LOAD. 4.4. BOTTOM CHORD DEAD LOAD. iii � ri N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'17 (41'C) or below 55'17 (ISC) shall F- M o A B B R EV I AT I O N S 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N N N M N be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. `� `� " " °a nsulation clearance. Where eave or cornice velnts are installed, insulation shall not block the free flow of air. Not less than a 1 inch s ace shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and r P D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be rovided between the insulation and the roof sheathin and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR 7. JOINT CONNECTOR TYPE AND DESCRIPTION (. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONlNECTOR EXCEPT WHERE SYMMETRICALLY P g DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED LOCATED RELATNE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 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. LOUVER RNG RANGE Code (as amended), the 2015 Intemational 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. Section 8807 Attic Access E.J. EXPANSION JOINT L•T• LAUNDRY TUB 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access, Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM R. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY RISER 10. MAXIMUM A RATIO FOR LME AND TOTAL LOAD. ELLV. 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 MAT. MATERIAL EQ• EQUAL S.C. SAWCUT 12. REQUIRED PERMANENT 18088 MEMBER BRACING LOCATIONS. ARCH. ARCHITECTURAL Mme• MAXIMUM The rou h-framed o enin shall be not less than 22 inclhes by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall ® T EQUIP EQUIPMENT MOO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOFR-CEIUNG ASSEMBLY, DRAFTSTOPS SHALL BE O 9 P 9 A accessible location. Where located in a wall, the o enin shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCE4LEm SPACE INTO APPROXIMATELY EQUAL AREAS. Z z z O Z z z z P 91 Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 3D inches (762 mm) at some point above the voltage lighting. EXT. EXTERIOR SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROMDED IN FILOOR-CEIUNG ASSEMBLIES UNDER THE O O O access measured vertically from the bottom of ceiling fratming members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM H- O O O O EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: in u> rn ; � u> � i-n BLDG. BUILDING M.O. MASONRY OPENING STAINLESS STEEL MIN - - F > > > w > > > > located in attics. Section M1305 Appliance Access BM BEAM S.S. w w w w w w w M1305.1 A liances access for ins ection service, re air and re lacement. A liances shall be accessible for ins ection, service, re air and re lacement without BTM BOTTOM F C MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w o pp P P P PP P P P / FLOOR COVERING CHANGE STRUCT. STRUCTURAL Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION `r R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING SUSP. FDN. FOUNDATION (NTS) NOT TO SCALE SGD TYPICAL ROOF & FLOOR TRUSS NOTES: jurisdictions designated by law as requiring their use or wvhere the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR SLIDING GLASS DOOR N roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N R 902.4 Roofto mounted hotovoltaic anels and modules. Roofto mounted hotovoltaic anels and modules installed on or above the roof coverin shall be of the lar est a liance, but not less than 30 inches 762 mm hi h and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTER LINE OPE ON CENTER TOWEL BAR p P P P P P 9 9 PP ( ) 9 ( ) ( ) 9 � A R UNIT F R FIRE RATED OPER. OPERATOR TB COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U.. CONCRETE M SONY FRM FRAME T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. jurisdictions designated by law as requiring their use or wvhere the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS 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 prevent water intrusion into the wall assembly. above the floor in garages. COL. COLUMN OPT• OPTIONAL TOP OF FOUNDATION WALL . V) FTG FOOTING TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONII�ACTOR IS RESPONSIBLE FOR THE MFANS AND P 9 q CONC. CONCRETE O•S•B• ORIENTED STRAND BOARD TYPICAL � Clothes d er duct maximum len th not to exceed 35 from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and lYP METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROMDE Z R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4 M 1502 ry g GA. GAUGE COND.. CONDITION OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATIC)N SCSI GUIDE TO GOOD PRACTICE FOR typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED ( ) W CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF ML?AL PLATE CONNECTED WOOD TRUSSES. higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR IL 0 CONST. CONSTRUCTION 1 S ONE SHELF TRPL TRIPLE * TRUSS MEMBERS SHAM NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL Of�F A REGISTERED DESIGN PROFESSIONAL 0_ 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 i M1507.4 Minimum re uired local exhaust rates for one & two famil homes. CTSK. COUNTERSUNK GYp GYPSUM PC POURED CONCRETE * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THiAT ADEQUATE TEMPORARY BRACING HAS O m R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof q Y C.O. CASED OPENING PBD. PARTICLE BOARD U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W w Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G•L• GLUE LAM slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER PL. PLATE W underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT PNL. PANEL VERT. VERTICAL HDWR. HARDWARE V.I.F. VERIFY IN FIELD i Q R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING PWD. PLYWOOD WORK PERFORMED SHALL COMPLY Willi THE FOLLOWING: 0 I..� v o C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY W WASHER gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored hales or notches. Where piping is installed through holes or notches in framing members and the piping is located less than HD.WD. HARDWOOD PF. PREFABRICATED yV WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z enetrate throw h the roofin materials and not less than % inch 19.1 mm into the roof sheathin Where the roof sheathin is C.R. CHAIR RAIL p g g ( ) g• 9 1 � inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR Vyp• WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. � 4 less than 31. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WI.W.F• WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. 0 R 905. .8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. YJO OR VV/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. ( W rr inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE PSF POUNDS PER SQ.FT. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. ❑ or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturer's specifications and / or the vertical side wall, the vertical leg of the flatshing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE recommendations. T provided on the vertical sidewall, the base flashling shall be provided in accordance with this section and counterflashing shall be DN DOWN W = G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of DR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report amy and all discrepancies including any c) provided in accordance with Section R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DOOR I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. H Of R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and ,rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. H= overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than % inch (6.4 mm) below the roof sheathing DWG. DRAWING h n i ches 51 mm . Dri ed es shall be mechanical) fastened to the roof door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. Z m and extend up back onto the roof deck not less t a 2 n ( ) p g y KSI KIPS PER SQUARE INCH z level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall � � deck at no more than 12 inches (305 mm) o.1c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent a liance with an in ut of 10,000 BTU er hour or less shall be located not less than 6 inches from an air o enin over the drip edge along eaves and under the drip edge along rake edges. PP P P Y P 9 promptly report it to the architect for proper adjustment before proceeding with the work. Z 9 W U 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 GRAPHIC S Y M B 0 L S 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 0 0 U) termination clearance. R 1001.1 Mason fire laces & chimne s to be constructed in accordance with Section R1001 and thea licable rovisions of Cha ters 3 conditions that are shown or noted elsewhere on the construction document set. ry p y PP P P The vent terminal of a direct vent a liance with an in ut of over 50,000 BTU er hour shall be located not less than 12 inches from an air o enin into PP P P Y P 9 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and suppliers recommended LLI RF_D and 4 of this code. the building. A �R R 1003.9 Termination. Chimneys shall extend not less thaln 2 feet higher than any portion of a building within 10 feet, but shall not be less STRUCTURAL CALL. REFERENCE installation procedures. �{,�5 QERTC e,5/ ® 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 ti� than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust )()( �� `•�n- A G2439.1 614.1 Installation. Clothes d ers shall be exhausted in accordance with the manufacturer's instructions. Der exhausts stems shall be inde endent of all DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. „ , .�f; - 0 ( ) ry ry Y P )()( C-,, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REfGULATIONS"), 8 NYCRR 69.5, ENTITLED ". L 'a Section R1004 Factory-Built Fireplaces FLOOR FINISH CHANGE = " '� -� 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 ,* J 4 e�: R 1004.1 Factory built fireplaces shall be listed and labelled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 614.5 Der exhaust duct ower ventilators. Domestic d er exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in d er exhaust built fireplaces shall be tested in accordance with UL 127. ( ) ry p ry p ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITfEM IN ANY WAY. 5' ��`�� ! � n a facto built fire lace exce t where the fire lace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. * # DOOR HARDWARE TYPE -_ .a_�I R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed o ry p p p O system has been specifically tested, listed and labeled for such use in accordance with UL 127. Section P2607 Wate roofin of 0 enin s xX XX s� X2,8 - OQ- R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room 9 P g - - - BUILDING SECTION is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed X)( )()( ^ O j�E�� 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 �T numbers not less than 1 inch (25 mm) li height. Each marker shall face the attic access opening. Spray polyurethane foam j 1 ITS l 3 MODEL B thickness and installed R-value shall be listed an certification provided by the insulation installer. V Q SHEET NUMBER 2 0_ Z & l 4 MODEL B - 1 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, es - F CONNECT KING STUDS TO TOP PLATE Z 66-W X 2.t"MIN C 1 ATTACH TO EA0 PAIR ROOF FRAMING 2x4 OR 2x6 W GS-20X24"MM. CF OPP05N6 RAFTERS WRAP I-I/4"X22 GA.GALV.COIL STRAP CRIPPLE STUDS � o ATTAat TO EAGtI PAR 2x AGQ LEDGER I-V 2-3/8"x5" LAG DBL TOP PLATE OVER TOP OF TOP PLATE AND NAIL � Li OF 6PPO�N6 RAfTERS �� ROGF BOLTS o 16" OG INTO STUDS Ib"O.G. U � RJAI � PLAN 2X BLOCKING 0 �J U ` SIMPSON STRONG-TIE p (' A35® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR z �✓J CEILING JOIST OR W 5TRON�6B�5 O �/ o rn t`a 5APS0N STROtKi Sf ALN STRONG - - SIMP5oN STR:O%5rTIE H2 80 NAILS -TE M25 -TE fib TRU55 BOTTOM CHORD RAFTER H2 TUP AND KI®EA. _ RICE;E STRAPS 91A.1 DE ATfA54P TO WA H PAR GF OPPOSING RNTERS. ALTERNATE TO RIDGE STRAP: SI 0 EV STRONG-TIE F- �'J N TVP, 8d NAILS 1YP. H3® EVERY RR RAFTER TO STUD AND KINGS � ■� C.1 �N� rn VZEPf10N:RD6E STRAPS ARE NOT REIN W WHEN C"TES OF PROVIDE 2X4 COLLAR 11E AT (HEN ALIGNED) FOR USE WFBd STUDS AND USE IN C�OM61NAT10N ON Y HIEN 5111175 AND "NAL Ib OR 2X4 LthM ARE LDGATTD N TAE UPPER TM W GF THE UPPER THIRD OF THE ATTIC SPACE en 5 ALIGN RAFT825 DO NOT ALIGN hTTIG SPADE AAD ATfAOU TO Wh PAR OF RAFTERS W/4-10d NAILS W/4-lod AT EACH RAFTER ' G5-22 STRAP AT W' 6 N} EACH STUD,SEE (6.2 :�Z - LSU26 FOR 2x6 RR DETAIL 4 X m M LSU2b FOR 2x8,2x10,OR 2x12 ��' t_ LU M U Q o f0 4 FRAMED O 6 V r- 00 R WI OR M IR 1 DGE 5TRAP DETAIL -RIDGE 5T-RAP DETAIL LU25 a N STRONG-TIE 2x4 OR 2xb E OR DOOR Cl) (FOR GATH.GLGS WITHOUT GOH AR TIES) / (WITH OR WITHOUT COLLAR TIES) LU2b® EVERY GJ STUDS® Ib"O.G. (� 11� NO SPECIAL FT = -7 2x ADGT LEDGER WV 3/8"x5'LAG GONNEGTOR5 REQ d eo'a'vwT. N.TS. LOCATE AT / N.T.2 LOCATE AT EVERY RAFTER BOLT a 16" Or, INTO STUDS STRAPPING TO BE 1-1/4"X 22 GA. IN THI5 AREA GI P50%STRONG 5tiP`6M STPA16 .6ALV.,5EE DETAIL 4AA.ALL 5TRAPPIN6 -TIE LT5 TE 11 TO BEAR A MIN.OF 10"ON FRAMING. 51 P501 STRONG ED N4-5 TSP.!IOD'MAY M U-10 F APPLED PORCH �ROOP= GABLE END WALL -TE MI6 OR Mro ODER I/Z aMTMN6 15 I56>. 80 NAILS TYP. DETAIL AT ATTIC C FOR U5E WIC(STUDS Aw USE IN COMINAT10N ONLY WHE'1 STUDS AND � I O STRAPP I NC DETA I L I Z IZAFTERS AL16N W T�DO NOT A-� NTS. 5TRAPPIN6 TO RUN ONTO RIM J015T,5EE O DETAIL q/DI(ONE STORY)OR ONTO STUD ~ U AT WALL BELOW(TWO 5TORY) ROOF RAFTER HURRI GAME TI E5co I N T5. LOCATED AT EVERY ROOF RAFTER ` AT I G e e ° \ Z 0 STRAPPING DETAIL LITF 4 A�4 12 Ln FOR FRAME GONNEGTI ONS o DI ICT-5. F- 2ND FLOOR �� z m N(2)1x PROVIDE 3"X3,(6"X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-Ibd FADE NAILS FROM � STRAP OR 4x KING STUD INTO HEADER MSTG4863 SECURED BY WOOD SILL PLATES. / COLUMN POST TOP ANCHOR EFe-sir 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF w STRAP START NALS THREADED ROD W/WASHER PLATE. ESD LEWTH I NTS. LATE AT EVERY GOLtHN/&tRDLf2 GOM�GTION H/2"U'Fitt PROVIDE 3X6X.036'6ALV.STEEL PLATE W/ a MN /I � EW GF STIR � 6-8D NAILS AT CORNERS AND INTERSEGTIN6 (4)NAILS MR IN �- -� �1-'` WALLS. 3'X12"X.03b'6ALV.STEEL PLATE W/ It"LEWTN(TVP.) i I 1 T NAILS 12-8D NAILS AT AT BUTT JOINTS IN 5TRA16HT 51MPSON L5TA12 5TRAP W/ CLEW SPAN \ I WALLS WHERE THERE 51WAE PLATE OR HEADER 5-IOD NAIL5 EACH END AT F� 2X6 KING STUDS VAN): EACH JACK STUD00 6ur LENOTH ~ 24'MINIMUM LAP SPLICE ONE AT 5PAN5 IMP TO 6 FEET NAILS TWO FOR 5PAN5 6 TO 12 FEET O 2-T/a 5/8"(P A301 ROD THREADED b"BOTH ENDS. THREE FOR 5PAN512 To 16 FEET 2X6 JACK 5TUD5 N.O.N.): .� Pa,E�/g• BOTTOM " AT16ALL SAL ES TWO AT SPANS FROM b'TO 12' W �D Lim IST FLOOR NAILS 3/4 AND I ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS T U"MN -I THREE AT 5PAN5>12 W SIMPSON POST BASE iv UNLESS NOTED OTHERWISE ON PLAN ABU44 OR ABU66,SEE PLAN 2"X3/8"X3"WA5HER PL W/NUT EACH 51DE p (4)NALS MN. IN G5 22 COIL STRAP UPPER STORY SHEAR r LMTM(Tw.) I WALL TO GIRDER p _ ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR WALL W 0 FLOOR TO FLOOR TIES I BELOW GONNEGTION 4 I l 1• EOR SET BAGK WALLS HDU HOLD-DOWNS AND STiZONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N T5. LOCATED AT EVERY STUD \ MINI HOOKED ANCHOR BOLT NU \ F=OUNDATION MINIMUM EMBEDMENT M EXPANSION @=N.T S. I�N0� \ BOLT I^V 5'MINIMUM EMB6DH1EN7N.T.S. (6 N•TS• r , OL STRAPS UM gVTMIN6 PROVIDE:Sd CANM(ON x 25"LM)WLS. \ V ca 6TRAP6 m SFATMINe PRomr IOd caAoN(0141 x 3'Lap)MALS: I \ \\ 6MS-�=TE 05T BOTTOM ANGHOR _ Q \ AT EVERY COLUMw etRD>=R GONNEGTI ON R" " ALLOWABLE HOLES U- 8D NAIL®6 0/G AT ALL PANEL EDGES " \ iRNM td WLS SCE N� IGD NAIL®24"OlG IOD NAIL® 24 0/G LVL Headers and Beams Z AS RR WFGHA SIMPSON HGP HIP HIP RAFTER, NG, 05B OR PLYWOOD W r5HEATHING Microtlam® LVL I �T SEE PLAN INTERIOR 1.3E TimberStrand® and CORNER TIE LSL hole zone Parallam®PSL 2 x diarmeter of the t (4)NAILS MIN N _ Y depth U NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT I 12"LEIJ6TM(TyP) hole zo largest hole(minimum) O WALL RETURN 15 PROVIDED AT ENDS OF BRACED WALL LINE THE 8"HOLD"MAY I BE ELIMINATED. PROVIDE TWO(ONE AT FAGH I 1-314'MIN n LEN6Thl(MM.) b� SD NAIL®b'OK, _ _ _ _ - _ SIDE)65-22 STRAP''PER DETAIL 4 IN UEU OF I NAIL SHEATHING TO SIMPSON BP WASHER `J ° o AT ALL PANEL E06E5 INTERIOR d o _ _ _ CdF _ _ 0 0 LSTA36 STRAPS STt OWN IN THE DETAIL. I SILL PLATE W/Sd 2X A(A SILL PLATE. DOUBLE o - EXTERIOR GYPSUM BOARD o 0 I NAILS o 4'0/G SfLL AT FULL BA5Eh1BIT5 5/8 DIA STEEL ANCHOR SD NAIL® 12'0/G AT ALL Microllam® LVL and J T MINIMUM • - - - - - ix w rT�17 VN1EY allowed hole zone EA7�7ME3RI BOLTS MAX 2 8 OG.. GS 22 COIL STRAP d46c STRAP TO R/FTtR MEMBERS NOT AT PANEL EDGE Parallam®PSL EXTEND BOLTS MIN.7 INTO SAV FON.WITH T16KTENED NUT t middle/s span 3'x 3'WA5F�2 TO EACH BOLT. (2)2 x b AGQ 6NP5 N LTP4 PLATE NAILED TO 5fJvCN 60L STW 15/32"058 OR PROVIDE TERMITE SHIELD SILL SILL LSTA36 W/10-I0d NAILS #4 CONTIRM BAR SEAL AND MAINTAIN 8'MIN. �� RM MD� ELATE 0 WO/G AT W�MM PLYWOOD 5HEATHIN6 INSIDE CORNER OUTSfDE CORNER d 1.3E TimberStrand® LSL allowed hole zone d t� r t`- L.OGATID 2'TO V VA1tY,R6K NI'R%CTS INTO STUD ABOVE AND FROM WD TO FINISHED GRADE BELOW(2 EACH GORNF� FROM TOP OF WAl L NAL�I�rAtl�IT wPLfd PLAN VIEW PLAN VIEW General Notes a N N N ri l: �i o NOTE: Tall=2,980>< COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25"LONG)NAILS.COIL EXTERIOR WALL TOP o N N M M W 5F�FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDE:lod COMMON(0.131 x 3'LONG)NAILS. EXTERIOR Gl/I�N HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded ` ,/� lJl� DEPTH HOLE SIZE headers and beams only. LILY-OBER OIR FALSE VALLEY PLATE HIP GONNEGTI ON 5TORY CORNER GONNEGTORS TYPIGAE ANGHOR BOLT STUD TO M M J015T TO SILL PLATE 5T�RAPPINCcaETA`•tIL WALL FRAMING 4�" 1" • Round holes only 5%2' 1%4" • No holes in cantilevers. N.TS. TP` 7%4"to 20" 2" ■ No holes in headers or beams in plank olrientation. (D�nd TS. LOCATED AT EYF3RY C.OR1�R N.T.S. LOCATION AS NOTED N.T,. ATE AT EVERY STUD 1`1.T.5. N1.TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. U z z Z O z z z z A MINIMUM OF TWO BRACI�WALL LINES(bW..)ARE'I�IRED IN EACH DIRECTION OF A BUILDING. OWLS SHALL NOT BE SPACED WME17 STW Alpe WNL of mwi F1 EXrH�W AND WNL SMFA f1 0 0 0 QU) U5 V5 0 0 0 0 MORE THAN 60 FT APART. WALLS WTHIN A BN-SHALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A OWL BW-LOCATIONS AIRE NOS TO TOP GT PONY WNL r m��I I NOTE: TO TOP Gf'PGNY WALL r I!5® 'I > > V w > > > > INIMATIED ON FLOOR PLANS I LU W tr w W � W W 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE 5t V"DTTIZ AGED"AT G5-W`'P NWO A BRACED WALL PANEL(BHP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BW_ THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL DP P*E1_5(TYPE A).MOU A5 REQUIRED E06ES OF BNPY 5HALL NOT BE eREATPR THAN 20 FEET. TH®2E SHALL BEA MINM k4 OF TWO BW'ON EACFI BNL EXCEPT AT ®� AT DRAGED WALL PETALS G AMD P. WALLS<16 FEET LONG MAY HAVE ONE 48'OR L.ONSER BWP. BW S,AVE TYPICALLY 65-H5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A \`\� \ // 3 ION WIDE LVL HEADER(5EE RM 0 ®I 8-IOD NAILS AT DTT1Z AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIRE-MENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. / Gamra10115 TO dIr51DE of PANEL N ® BHP TYPES ARE INDICATED ON FLOOR PLANS. / \`. ® 3/8'1 THREADED ROD CD IU \\ \ \ `+ ® GS- 6P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)5NALL MEtT z / $ CONTINUOUS IU'4 MIN DEEP HEADER TO CONTINIOU5 IV4"MIN DEEP HEADER TO / H NOTE:PfIERE 24'WIDE MINIMUM FILL HEI6HT THE MINIMUM OF TABL.EI;1602.105. NAIL 7b MINIMIM WAIL OUTSIDE KIN&5TUD(5EE PLAW � w OUTSIDE KING STUD(SEE PLAW / w NMI wee WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING NTH 8d NAILS a 6'O/G(EDGES)AND L2'O/G(FIELD)AND PROVIDE 2X F- G5 WSP BRACED WALL LINE THE 800x BLACKING AT ALL UNSUPPORTED PANEL ED6ES. PROVIDE 800 POUND HOLDOIW FASTEN J'SHEATHING TO HEADER W/ � / � FASTEN j'SHEATHIIIG TO HEADER t Y � Z HOEDOWN MAY BE ELIMINATED. PB2 DETAIL Iq OR 20 AT EN05 OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS o 3'O/G IN EACH DIRECTION 8D NAILS a 3'0/G IN EACH DIRECTION N W EITHER A24"MINIMUM FULL HEIGHT WALL RETURN OR A 48'MIWM�•t BVP. SIMP50N LSTA24 STRAP ON BOTH SIDES AND N 51MP50N LSTA24 STRAP ON UNSHEATHID / TRIM TOP OF PAIS AS RCQT7 (L V EACH OF HEADER TO JACK STUD W/I6-IOD NAILS FACE W/16-IOD NAILS [�] TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF 65-V6P i'I/4"SDS 54' ' 0 ^ m ED PANELS FASTEN TOP PLATE TO HEADER W/2 H FASTEN TOP PLATE TO HEADER WA 2 // / H / PORTAL 5TRAP5 II'FROM EDGE ON GONTIWOU5LY SHEATHED BRAG WALL / z z ROWS OF Ibd NAILS 0 3'O/G O ROWS OF Ibd NAILS o 3'0/G // WALL MIN PANEL i 80TH 51DE5(4 STRAPS PER:PANED W Y WALL AJAGENT GL EAR MINIMUM LENGTH OF v / v HEIGHT(FT) WIDTH'L' / 1 j W ui HEIGHT(FT) OPN6 06HT BRACED WALL PANEL PANEL SHALL HAVE A LENGTH'L'OF NOT PANEL SHALL HAVE A LENGTH'L'OF NOT j / 8 28' p = Q SIMP50N CM COUPLER NUT <64' 24' LESS THAN 16'FOR 8 FT WALL,18'FOR 9 LE56 THAN 16"FOR ONE STORY AND 24'FOR b 64'TO 80' 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. / q 32' U 51H1P50115W5B STRONG H IPJ15B Z eo'TO qb" 3b'' X PLAN FOR ACTUAL LENGTH X SEE PLAN FOR ACTUAL LENGTH 10 34' PAWL,VERIFY PANEL 15 PLU 5 <b4' 21' 6YP5UM BOARD "GB"BRACED WALL PANELS(TYPE B)SHALL BE Q Q / / _ I I 38" C0 3/8'0 ANCHOR BOLT OR ' ' 48'MINIMUM IN LEN61H ON BOTH SIDES OF WAW-PER TABIM - - X 12 42' NOTE.DETAIL APPLIES TO 4 Q 64 TO 80' 30 � ~� (2)JAGK STUDS MIN.OR PER PLAN {- (2)JACK STUDS MIN.OR PER PLAN Q BOTH ENDS OF HEAVER W ADHEIVE ANCHOR 80"TO Q6" 41' `R602J05. SECt1RE&6YP5UM BOARD NTH 6d COOLER NAILS, LL <64' 30' 0415'X 175'6YP�.tl1M BD NAILS,OR A98'X I�JS' •• NAILS o'1'O/G(mem AND-PO/G(FIELD). BLOCKING 15 NOT LL! 10 b4'TO 80' 30' `FX3GVH;W AT Uk5UPPORTS2 PANEL ED6E5 HIEN PANELS ARE BLOGKIN6 AT PANEL EDGES BLOCKING AT PANEL E06ES /, L • 80"TO q6" 38' *bTALLED HORIZONTALLY. PROVIDE J015T OR 714515 OR FULL - / •Partial credit for Panels 36"to 48"wide Per 8602.10.5.2 HEI6HHT BL.00KIN6 0111MOTLY ABOVE AND BELOW TYPE B WALL5. ONE,LACK AND KIN&STUDS ONE JACK AND KING 5TUD5 /�, BLOGKIN6 AT PANE EDef 1 "L" EQUAL TO ui TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD / TWO KING,STUIDS or > 12 c� FASTEN 1/16'SHEATHING TO EACH STUD FASTEN 1/16'SHEATHING TO EACH STUD / H Q STUCTU RAL PANEL "CS RSP" -TYPE A R GYPSUM BOARD "GB" - TYPE B AND SILL W/8D COMMON NAILS o 3'01C, AND SILL W/80 COMMON NAILS a 3'0/G / FASTEN 1/16'SHEATHING TO STUD z FRAMED FLOOR ' ` NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL w ed NAILS a 4'010 i i/ PORTAL DETAIL"A'ONLY APPLIES / 51435ON HOU2 HOLD"W/6-I/4' Q Q Q N T5. TO 2 FT TO 18 FT WIDE OPENIN65. 51MP50N HD115 HOLDOWR W/14-I/4'SD5 / ZCL SORB-6 IN DOIDLE END STUD / / 505 5GRB•l5 IF NO FLOOR ABOVE. j 0 U TABLE 602.103(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO / HOU4 HOLD"W/10-1/4'505 - C] 0 U WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRACING. 2-II'0 ANCHOR BOLT OR EXPAN51ON SGREY1ri IF BOOR AI3CT/E. PANEL 7o SIT DIRECTLY TI Trop of / / / / / , / - CONCRETE FOUNDATION WALL W 94150N P'TTIZ HU"AT 65-WS?WALED HALL HEIGHTS,AND 2 BRACED HALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BMT WITH 2"X2">V PL WASHER OVER II'I ANCHOR OR EXPAN51ON BOLT D�RCy ®I W L ENP PANELS NELSALL DETT�ALS G AAD D.A�MPU AS�1� U CONT BASED ON SUPPORTING FACTOR Ito BAR GOVT IN TOP OF GONGR£TE CONCRETE �4 BAR CONT IN TOP OF CONCRETE 2-II'I ANCHOR OR EXPANSION BOLT �TIE STORY BWL 5PAGING METHOD 6B FouNDAnoN FOUNDATION F-- r ® 5HEATHING EXPOSURE CATEGORY ONE 5TORY G 12 FOUNDATION { Z- n ® 8-I0D NAILS AT DTTIZ EXPOSURE CATEGORY ONE STORY D IS s $4 BAR CONT IN TOP AND BOTTOM Z ® TOP 1O 2.5 55 PA35-18 ANCHOR BOLT OR/e THREADED OF CONCRETE FOUNDATION 51HP50N 551/8X24 OR PART-18 ANCHOR EXPOSURE GATEGORY TWO STORY G 13 TOP 20' 5.0' IO.O' EXP05URE CATEGORY TWO STORY D Ib EXTEND WAIL SHEATHING OVER RIM JOIST / ROD HU WEER PLATE,5�DETAIL 15ADI PAB5-I8 ANCHOR BOLT OR 3'e'THREADED BOLT OR Ye"THREADED TROD, OVER ROD KI WASHER PLATE,SEE DETAIL 15AA SEE DETAIL 15/011 _ ® ROOF SAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANELE06E FRAMED (n TOP 30 1.0 14.5 ROOF EAVE TO RIDGE ROOF ONLY 20 FT 1.6 WALL PORTAL DETAIL"B'ONLY APPLIES To b FT To IS FT WIDE OPENINGS. FLOOR PANEL HAS CONTRIBUTING,LENGTH OF 48'TOWARDS Rb02.10.30)MINIMUM LENGTH WAIL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS 51MP50N STRONG-WALL REQUIRES EN61 EERFD DE516N TO '3$10 Q� TOP 40' q.0' 18.5' ROOF PAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 iREGUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIBUTIN6 LENGTH OF 48'TONARD5 Rbo2.10.3(U MINIMUM LENGTH TO DETERMINE PAWL SIZE AND AHIGHIOR BOLTS FOR ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 IEFD ON FIRST FiAOFt APF'UGATION ONLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES, ACTUAL HORIZONTAL DE5161N WIND LOAD AND CONDITION F N E I TOP 50' 11.0' 23.0' ROOF E AVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF FFAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 21.5' �� ii J B NUMBER WALL HEIGHT ANY STORY b FT 0.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSON STRONG WALL 3/8'1 ANCHOR BOLT OR : WALL HEIGHT ANY STORY 11 FT O.qS 2016023 APHE51VEANGHOR BOTTOM OF 2 10 5.0 105 WALL HEIGHT ANY STORY 11 FT 105 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE E DETAIL - TY/PE F °a' °a' o'°'• WALL HEIGHT ANY STORY 12 FT I.1 F 4 a o alba.•., BOTTOM OF 2 20 q.O 1q.0 NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE 8602.10.6.2 ` NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD •°' baga NUMBER OF BWL PER PLAN DIRECTION AT STORY 3 1.3SHEET NUMBER BOTTOM OF 2 30 13.0 215 N1H�OF BWL PER PLAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40' 11.0' 36.0' NJAIBER PIAN DIRECTION AT STORY 5 OR MORE Ib Q BRACED ALL PANEL DETAILS GYP BD FIN15H OMITED FROM INSIDE FACE OF BHP 1.4 (_2_ \^/HOEDOWN DE=TAIL AT SLAB BOTTOM of 2 50' 21.0' 44.0' APPLIES TO METTiOD G5-W5P ONLY WALL UNITS l 3 (MODEL B 8� l 4 (MODEL B - l Z rL 20 N.TS. BOTTOM OF 2 60' 25.0' 525' GYP BD FASTENING ANY STORY 4"O/G 0.1 p_� NOT TO SCALE w APPLIES TO METHOD 6B ONLY p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 2 HR SEPERATION 12 WALL PER UL#336 - Z W q 4'-0" 4'-01 1_ W LINE OF ROOF TRU55 BEYOND (NO VENTING) MO VENTING) , _�_� � U RID6E VENT RIDGE VENT U 0 U (3) 2x8 P.T. GIRDER '� -'-- I - - - - - - � BEYOND BI-5 - -�-'- r -- O 2 l_ 1 „` L_ •J_- _l 1-_=sem'--__. - `--t U 1x8 FASCIA BOARD q 13) _ •r--� U > 1 , 5 12 r12 _ �. _..... __ ,_ r 6UTTER5 d LEADERS alf T_=yw,= --.� rte_ -._�1-�. . I-- u� X12 12 12 1 12 (D,S � , 1ALL GUTTERS 4 LEADERS SHALL BE BAKED Z '_ �•� b"AZEK TRIM BOARD. __;�_-,_ ^®I - - _-- T_ _= =-y=, _ - -- _ - _ •>�- � _.__.._� .-- �: --z.,�,->.. .,_, ,_ wHl ALUMINUM IN �, ST�'(EE W/AARS O Q ��� M c 51MP50N LU528-3 FACE HARDIPLANK HORIZONTAL L--- - _ _ .. __- - 6"HI6H BLIND L o v = CLAP SIDING - L TOH ` � - ` T - - �MOUNT HANGER -�' ® � _ - 1M1 - 1 -j _ _ � - AH L BE MI . JOINTS. PITCHr) . 1 � ..�;_�-�� ._ ��,��� SHINGH 2"x3110 "6 ❑ANGHOR5. CAULK 4 SEAL ALL (3) 2x12 P.T. 61RDER BEYOND - WTTER5 MIN 1/6,/FT PROVIDE PVGAU6E W/CLIPS dI"x 5"AZEK RAKE BD W/ r 12 OH.T OH: / T � .- - y, I I 1-� =r '-, ' , T 1 RECEPTORS 8"ABOVE 6RPDE, cv _ I T r 1 nl I"x 3"AZEK TRIM(TYP) �-�_, - TO RECEIVE -- q _b"DIA6.AZEK = v 1A Ix AZEK TRIM BOARD OVER - - - -,'— TRIM BOARD 1 1 1 1 1 n I 2040 i. 2040 III 111 11 12 F \ - - - - - - GIRDERS(TYP) v u lui Iw-� 12 OH. q � -- 611 HIGH BLIND DH _ DH 'f , ,}_,-•L=T ' , i '-,--_�,-�-��---1-,-r._i�-- --_�- _�--�--_-+-�-,- _ - - - � - SIMPSON BG52-3/6 P05T FLASHING _ N -._.3.a-s.iza..s1— q CAP ANCHOR o J -E. -- 1 _ T - - � ,_ 1x8 FASCIA BD. _� w o l 10" SQUARE HBd 6 PERMA GA5T Z LJ COLUMN #46,382 W/SQUARE - - - - - - - - - - - - - - _ -,ALIGN - - - - - - _ i a FLAT GAP d BASE (OR EQUAL) - M.BEDROOM - ,� - - _ _ BREAKFAST F_ FASCIAS _. _ - / O 4" 2'-D" i o CORNER COLUMN TO BE - - T ' -` - - - --- _ - _ PLATE HT. PROVIDED W/SPLIT KIT 1- - '- I '. :,_:-- - � -� -T -(.. .111.1`I_ ,.___.�- -- �.` _ _ .. 12+o° �- bxb P.T.P05T WITH 51MP50N 2'-0� ABU66 P05T BASE (TYP - ALL oH. - - 1l I I z GOLUMN5) - / L_]_ 111/ " AZEK O NOTE W: _ 1 1 I FRIEZE 60. � PVC SHUTTERS WITH FIXED _ ff i -- - i 2 0 �' HIN6E5. WIDTH OF f , LE I z - = I iLn TYP. REAR COV. PORCH DETAIL I 4 SHUTTER TO BE HALF - _ �,_�: , �1 LINE OF DINING ROOM o � o WIDTH OF WINDOW. _ o = %,(, / _ _ i WALL BEYOND o O m 4 ° i ' ' ; 'i i CL - --- i z COLUMN® COVERED COLUMN® COVERED ❑ PORCH BEYOND - PORCH BEYOND 1� _ / , / 1_ _-_ - _I - - - - - -- - - LINE OF ROOF I 1 1A/- TRUSS BEYOND FIN. I_ST FLOOR_ _ _ _ - _ _ _- - _ - _ _1 / i F N. 0 _ L--- 1 -_. 1 -l..i I (_II -- _1���I-- - I 1 I�.I I ..._l_�I L_ --- - ' �. - - FIN. LOONOIL 11 // i/ ,/ 0 ELEV. r0-0 \ (3) 2x8 P.T. 61PDER _ _ _ _ _ - - - - - \ _ 12 BEYOND ( ( Ix4 AZEK TRIM I I I I IIX61I AZEK I EXTERIOR WALL I I O \ ( ( ALL SIDES I I HATCHED AREA 4" TRIM I TRIM BOARD I - HARDIPLANK 5HINQLE 51DIN6 I I q — 1x8 FA5GIA BOARD I ( I I l INDICATES LOCATION ALL 5IDE5 I ALL 5IDE5 I - TYVEK OR EQUAL -1/I6"0513 5HEATHIN6 W \ I I I I OF FIRE RATED ROOF"Q I I - 2x6 WOOD STUDS® I6"O.G. I I W \ � WALL SHEATHING,4-0 (/) N I I I I FROM CENTER OF I I -b"R-Iq BATTSLu I I o FIREWALL-EACH SIDE I I I I I I I I ❑ W O — — 51MP5ON LU528-3 FAGE I I I I I I 1 MOUNT HANGER 3 2x12 P.T.GIRDER BEYOND BASEMENT _ I_ - - - - - - - _ _ - ( ) BASEMENT - — — — — — — — -TI'l — — — — — — — — — — — — — — — — — — — — — —IT — — — —I L — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� 1— — — — — — — — — — — — — — — — — — — — — — — �j= U L —I— — — — — — — — — — — — — — — — — — — — — — — L — — — —I— — — — — — — — — — — — — — — — —— — — — — — — — „- 11111 I-o' Ix AZEK TRIM BOARD OVER - - - - - - - - - - - - - - - - - - - - - - - --t - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - -1- -JLIL H u11,W"IVi": pH GIRDERS(TYP) �01 `lT ELEVATION AT 101 `l WALL PER UL##336 FRONT ELEVATION I Oil 5IMP50N BG52-3/6 P05T GAP ANCHOR I/4° = 1'-0" 1/411 = 11-0 ( �' U 1 o i 12" SQUARE HB�6 PERMA GA5T w L J = COLUMN W/SQUARE FLAT GAP rf 14 ( 15 ' PORCH) UNIT 13 ( 15 ' PORCH) Z) Lj BA5E (OR EQUAL) - CORNER UNIT 4.1 1111 o GOLUMN TO BE PROVIDED W/ U = SPLIT KIT _ O MODEL B 1 (INKBERRY MODEL B (JUNIPER)- ABU(%6x6 P.T. POST WITH 51MPSON (L 2 HR 5EPERATION POST BASE(TYP - ALL TYPICAL ROOFING: WALL PER UL #336, GOLUMN5) ARCHITECTURAL = SHINGLES 15# FELT 4'-0" 4'-0" TYP. FRONT ENTRY COV. PORCH DETAIL UNDERLAYMENT ROOF VENTS _ l - (NO vENTINb) MO VENTING) RIDGES TO ALIGN 2 5/8 PLYWOOD ___- RIDGE VENT RID6E VENT SHEATHING _ _ - 3/4"=1'-0" B-I 1 - -'v�--� 12 L _ t. - im-L-=.e,.�=1 . I"x 3"AZEK TRIM q . - Y- -'-F_=� _ _r .�_ LOUVERED VENT b"AZEK TRIM o (V (v cM�i M a`VO o b AZEK TRIM BOARD "�"�'�` ;, y��- r �_.�'_`. '`�"�_' =•+• �:�_— 12 HARDIPLANK - 12 GUTTER5 d LEADERS HORIZONTAL SIDING = q - - _ - 12� b"HIGH BLIND TYPICAL ROOFING: ALL 6UTTER5 d LEADERS SHALL BE BAKED ._ ., , _.., . =_meq=('�`- FLASHING ARGHITEGTURAL WHITE ALUMINUM .032"MIN.GAUGE,6UTTER5 I"x 8"AZEK RAKE BD W/ - _ � 1- � _ -- 5 15#FELT SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL - - r SHINGLE I"x 3"AZEK TRIM(TYPJ �. , �, _ ®+��... 1 _ - _- ,L' - RELATED d REQUIRED ACCESSORIES. LEADERS T �1 L ., �ahm�I .. _ 1 / ' T - - -: - / YMENT SHALL BE MIN.2"x311,.021"GAUGE W/GLIP5 4 „ \ 1 11 UNDERLA _ - L- _,- / _l �-,- 5/8" PLYWOOD cn 6 BLIND FLASHING L � -- _ - 1�� / -'"1 SHEATHING z z z o z z z z ANCHORS. GAULK d SEAL ALL JOINTS. PITCH \ ,,�_., _�,.___T,,4=1 I =I = 0 0 0 �= 0 0 0 0 6UTTER5 MIN, IW/FT.PROVIDE P.V.G. / \ - - t ROOF® COVERED U) 0) U a w w w w RECEPTORS 8"ABOVE GRADE TO RECEIVE \ '=x=12 - -- _��'°�� ,= s -- 1_ _=, _L_. '�`==:'1 ., - > B-I a 1 !- ._ .__ PORCH BEYOND w w w w w w w w LEADERS(CLOSED GAP DE516N). 12 o J - - - _ - 6 HIGH BLIND LINE OF HIGH �,, �,-- y.T _ _ __ Lu M L �. ,�� _ ' _ _ FLASHING GEIL.BEYOND v - 6REATRT. - - - / - -- - - - - - - - - - - - \ / - =l ,�.-Ti _L--- - - - - - - - - - - - - - - - - - PLATE HT. PLATE HT. �� OH. I;� I ISI . .I moi -... _ I Z 1 I 11 I I I 01171 // // — 1 A=] 11 i W I I I' i I V I I I I I I — I, I I I I I ( I I i � I I I I I I I / ' I I I I O ^ m ill L I J g1T�qITH I I '- - 1 - r- i w i Ib1 0" BI WI TH i W W ~-i w Iw- o / // _ ° 1 1 I I z II I II I1 - '// z ii ii ii ( 4 �i � `- �. � - 11 11 1 _ WW COLUMN®COVERED—I i i i i i - - _1:�..,. _ I - 111 = I I. - _-- _ _y:I`-1 h. _� i i I i i i � hal I I i t I I I I PORCH BEYOND I i I I L T ❑ W 1 I I i I I I _r' 1 1 I z I ; III I��= _a TEE- _rjhjFIN. 15T FLOOR i i i I I I - - --- - _ - - } �� _ _ _ _ FIN. 15T FLOOR J I r===Tr =��1 I I ===T_1===77 I - - - - - - z z I I I I I I I I II I I I II II I I I I I I I w 11 ( I II II IIII I u 1111 II IIII I I 11 Q ¢ Q I I 6 TRIM AILL 5IDE5 I I l u II uy I I Ix4 AZEK IM WALL BEYOND 6 AZEK TRIM IIII II ull I I I 6 AZEK 1plI ALL 5IDE5 I I Z w II II IIII I ALL 5IDE5(TYP. ALL 5IDE5 I (11 II IIII I L!) ° 1n bxb P.T.P05T WITH I I I ( I I I I II II IIII I I I IIII II IIII I I I I ( I I I bxb P.T.P05T WITH II II III II II II 50u�I 51MP50N BG52-3/6 W ' � �� 51MP50N BG52-3/6, I I I IA ( I I 1 1 I HATCHED AREA I i II I I I 11 I I I /' �� C�a P05T GAP ANCHOR 10"SQUARE HBd6 PERM CAST III E6RE55 IIII I II EGRESS 11 G UMN1 HBd6 DERMA CAST C� o ,ERT I II K^IINDOw IIII I INDICATES LOCATION IIII (WINDOW IIII I I I I# I I I POST GAP ANCHOR d Cys o I I I I I ( I I I 11 1 COLUMN 382 W/SQUARE 51MP50N ABU66 0 L 51MP50N AB%b COLUMN#46382 W/5�U�RE 1`___�L==JJI I FLUSH WALLS OF FIRE RATED ROOF d L= _�L= J I 1 z- P05T BASE(TYP- I ( I FLAT GAP 4 BASE (0R 9QUAL) I I L--__ --_IJ I WALL SHEATHING,4-0 LI_ u I I FLAT GfP BASE (OR EQUAL) I I I POST BASE(TYP- .� , �L q I FROM EACH SIDE I I q I GOMR COLUMN TO BE I I I ALL GOLUMN5) ALL COLUMNS) I I I CORNER COLUMN TJ B1= I I � I 1 I I I PROVIDED W/SPLIT l IT I I I _ _ — J I �_ I I PROVIop IW/5PLIT KIT I I I I I I FDI I - - FDI I I I I I I U BASEMENT _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ BASEMENT �O — _—�— =t�— — - - r,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ — ==�1== ❑ nsEv� L - - -I - - - J L J L - - -1- - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - J L J L - - —I— — J �EAR ELEVATION I -REAR ELEVATION J NUMBER 1/411 = 11-011 f�2 HR 5EPERATION WALL PER UL#336 1/411 = 11-011 Y 2016023 UNITS 13 (MODEL B DUET CLUSTER � SHEET NUMBER UNIT 13 l5 PORCH UNIT l4 l5 PORCH = - & 14 (MODEL B - l ELEVATIONS z MODEL B UNIPER MODEL B 1 INKBERRY W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017; ALL RIGHTS RESERVED OPTIONAL cn SELF FLAS�HIN6 �- m Z 5TANDIN6 SEAM METAL / \ LU �...� ROOF VENTS \ GHASE GAP II I II ? U 6" TRIM GAP - - - 0 U ® ® 012a- 1 , 12 I I Z PI 1 c�i OPTIONAL WOOD 1-- .h.J c/5 d GHASE WITH METAL 0 a, o, 1 ter = i i GAP AND GULTURED INSTALL ICE I WATER SHIELD = =N} - - -- - - STONE VENEER PER MANUFACTURER'S _ I I SPECIFICATIONS TO MAINTAIN -� a Z - U L 7 6 Lo PRODUCT WARRANTY ZO i X-cn:o M Q uj APPLY ICE 4 WATER SHIELD IN ❑ = r- 00 L , 1 -��.L _ L.�.i - - '1 L- c-e p_S_ r.�-1 . .J-.. 1 r�-, 1c_,_; - � I I I I 1 � _��. \I � , � �, �.yam: k___� � �, FAIR WEATHER WHEN THE AIR77 - , V r' ' ry''9=' ''T-6 -T✓ - �-Tim--J - i k-T a- =L-- ROOF DECK AND MEMBRANE HIP WIDTH ���• � ARE AT TEMPERATURES OF (� GABLE 40°F(5°G)OR H16HER. n FLUS DOIFS -77 2 OH. ��7L 12 ALIGN N T -Nz =— '_, 1-r° FASCIAS � �.�-_ —..�� J..e-�=' z GREAT ROO 0 L— J nn 1 _ -mT - - - PLATE HT F- - —�-j,�=r _ iia i i a= - _ 111W I — B_REAKFAST_ _ _ _ 1��-�1- _�T-�-� I 0 PLATE HT. _-+� -�- - - I .r. I HTJ IL OH. I I I 0 Z NOTE W: PVG SHUTTERS WITH FIXED LL Ln HINC-E5. WIDTH OF 1-- MM I I i i i Q O I SHUTTER TO BE HALF - O ` ' J Z WIDTH of WINDOW. - Ix4 AZEK TRIM - A- I I I I ( z FIN. 15T FLOOR _ I I - _ - - _ Q _ _ _ _ _ _ _ F_IN. 1ST FLO_ ELEV.+0'-0" ELEV,+0'- LINE OF LINE OF EXT. bx6 P.T.P05T WITH I AZEK TRIM I Ii I I I I ~ WALL® DEN WALL® 6AR. 51MP50N BG52 3/b ALL 510E5 12 SQUARE HB&6 PERMA GAST O Ixb AZEK TRIM I BEYOND BEYOND P05T GAP ANCHOR a I I COLUMN W/SQUARE FLAT GAP 1x4 AZEK TRIM 51MP50N AW66 I I 8 BASE (OR EQUAL) -CORNER I I I I 1~11 POST BASE S) - I WALL I COLUMN TO BE PROVIDED W/ I I I I V) r ALL COLUMNS) I BREAK I SPLIT KIT I I I I p_ �1 I I I I I I m I I I I I I I ❑ w O I I I I I I I I I I I I I I I I I I I I 2015 I RG- 6242-1.8 (503.8) - - - - - - 1 - - - - - - —I ( VENTING SYSTEM TERMINATION LOCATION: U THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN L - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - L- - - - - - - - -I- - - - - - - 1- - - - - - - - - - - - - - - - - - - - J INPUT OF 10,000 BTU PER HOUR(3KY�U OR LE55 SHALL BE LOCATED AT LEAST 6"FROM ANY AIR OPENING INTO A Q C HTNl� ELEVATION BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE r 1 �� INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND Z v I/4 = I-0 AN APPLIANCE NTH AN INPUT OVER 50,000 BTU PER HOUR W SHALL HAVE AT I,-EAST A 12 INCH VENT TERMINATION UNIT 13 ( 15 ' PORCH) INTAKECLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR 0 INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. 0 SELF IN 5 EA �\ MODEL B (JUNIPER) 2015 IRG- 8312.2.1 5TANDIN6 SEAM METAL IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN ' 1 CHASE GAP �II� II ABOVE THE INDOED FLOOR AND GREATER THAN " I,�II� � OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 2A4�� b°TRIM GAP RIDGE VENT THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: OPTIONAL WOOD -' `� � - = - = 12 * OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE GHASE WITH METAL w --��"'_''� M o , A t 6 TD PA55 THROUGH THE OPENING IN ITS LARGEST OPENED LU ri GAP AND GULIURED 12- •7-- POSITION. Q N N CV M I� CV 0 INSTALL ICE t WATER SHIELD STONE VENEER FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 0 N N CO M Co PER MANUFAGTURER'S T '� - 12 DORMER (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO —T ,-- SPEGIFIGATIONS TO MAINTAIN - r _ ' T 12 BEYOND RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO 6 6 PRODUCT WARRANTY =_,,LINE OF ROOF _=,,; -__i,- _ �� FULLY RIDGE VENT _` � -' DRO ® _ _ AREA OF�THE WINDOW UNIT TO LE55 THAN 5.f SQUARE FEET. NOTE: r�.}1_ rBEDR00M*2 .l ` sem - �L.- ._T APPLY ICE 11 WATER SHIELD IN ' -` `-` =T _ - _ _=r=te- - - - RIDGE VENT FAIR WEATHER WHEN THE AIR, ROOF DECK AND MEMBRANE 12 ARE AT TEMPERATURES OF 9 I— T -- --L - i- -. z 0 co co cn 40°F(5°G) OR H16HER. _ - - �" 2 z z z 0 z z z z S2 S2 Irl 51-1 � . ..,.1= � _ _12 G - _ � .1 � + 6ABLE W W w W > > > > _ - FLUSH ROOFS=r- AL16N' 9 `� ` J -: .: -' -, H. w i -iT��=r-J!: -lid'-r .'i`i�'L`r - �a1�-=ate.. -',- moi _ ' Ix8 FASCIA BD. - N I I I 1 �- t__ =rel.�__ � PORCH -�_ -- - - _ _ 1 no nn 811 AZEK - — n PLATE HT. I II� - �;- -� ��FRIEZE BD.�=� = _.,�� --r-�=r � PLATE HT BEDRO_OM I'-4" I OH. IE I-- - - - -. - i i `- I i I -- _ - NOTE W: Z II Ti _ r - - _ _.. (J- I_i - L_�_- PVC,SHUTTERS WITH FIXED C) SHUTTER TO BE HALF = O o BI-I �- -_ _ 1 I --�-- - WIDTH OF WINDOW. W O W W f- = I I O . i i _� _ a W a ~- Iii EXTERIOR WALL n o l o o I 1- - HARDIPLANK SHINGLE SIDING Z i� C7 I I I I Lj L -TYVEK OR EQUAL j -1/I6"055 SHEATHING � I_ - _1- - J _• II-I__ 1 I=_..L = Ill I=TL- .:=� __l 1 : - -2xb WooD STUDS® 16°o.c. 00 w II - I I I _... __ . . __ _. _ �._ .1- _ _..1. _ . _ _ -b"R-21 BATTS ! — _ �_ I I I — - - -_ - - ❑ FIN. 1ST FLOOR I I I - - - - J l-�1 .. - = _ _ FIN. IST FL OO w r . _ U J � AZEK TRIM WALL® BEDROOM I ALL SIDES IZ" SQUARE HB86 PERMA CAST �-1-® GARAGE I ~ l-- I— #2 BEYOND I I I I I COLUMN W/SQUARE FLAT GAP BEYOND { z J I I I I 1x4 AZEK TRIM bxb P.T.POST WITH I I $ BASE (OR EQUAL) - CORNER I Z U 51MP50N BG52-3/6 POST GAP ANCHOR d I HAL I COLUMN TO BE PROVIDED W/ I I I I 5IMP50N ABU66 I BREAK I SPLIT KIT I o FDI I I I P05T BASE(TYP- I I I p EP.ED I y ALL COLUMNS) C) ��� 5 E R T I I I I I I I �.. � cy cti� I I I I I Q �r c I I I I I I I w _ _ _ BASEMENT --- - - - - - - - - - - - - - U ;� Y r —1- - - - - - -f I I T 1 ; - - - - - - - - - - - —L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —j ❑ 0FNEW�O LEFT END ELEVATION NUMBER 016023 UNIT 14 ( 15 ' PORCH) UNITS 13 (MODEL B < SHEET NUMBER DUET CLUSTER Q MODE L B - I & 14 (MODEL B - 1 ) - W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 38-8 2 HR 5EPERATION 36-8" 2'-0" Z WALL PER UL#33b W lj� W E 22'-8" 8'-4" 14'-4" 16'-0" m 4'-4"M.O. 4'-8" 2'-1" 5'-l" 8' 5'-1" 2' I" 1) f 1' 0.. b' L 2'-O" 1'_5, 8" 2-b" 4'-4" M.O. 24'-2" 5_4 i � X I QN} U EXGAV. 4"P.G.5LA13 WITH 6K6, r i 7 i v: U) U m ,n 10/10 W.M.OR FIB RMESH. C) MIN.3590 PSI CONC. I ;?x i FD 1 U XGAV. I Q w m M 4"P.G. LAB WITH bxb, j U 00 cn o Z6x I I0/10 W. .M.OR FI ERMESH! ❑ m _ m q A q q MIN.3500 P51 GO G. ( ch 1 FDI -5 FDI en I I tJ I I 8„ I_Qe a.. G g r------- I I I r------� 2"x 10" Q 5L.A13 SEAT HDa-55 F 44 1 " 1e ^' O HD IH= =ZY Hp __ -- --- " I 5 U 12"P.G.FOUNDATION L Hp HD Q •i _ ----- i 14D 2 x 10' _ . 2'-0" 7 WITH DAMPROOFING N I = _ - - _ - - _ _ _ _ _ __ -__ _____= SLAB SEAT - m FD 1 24"x 12" P.G.FOOTIN --- I i _ (2) 2X10 P.T. U) — — - , .i;,, l O I Ii (2)2X10 P.T. - _ _ __ -___-___ -- ---- __ ry I L - Z 11 0 _ I o „i O " � � 23'-0"I � I — _—— — I I I r �-———— 10 14-4' ' E6RE55 WINDOW I U HD I I o f i 5 50. FT.MAX I I i sir w F_ - LI I I I I I I OPENING 12 P.G.F�UNDATION�IAL.L I I u O I DIRECT VENT HEATING EQUIP. 4"WIDE ,x I I I I __ 4" I WITH DAMPRODFIN ON 1 i u LI_ Ln APPLIANCE CLEARANCE APPLIANCES J015T SEAT. n I i i ___- J01 EAT. i 24"x 12"F .G.FOOTIN�7 F- " 5HALL BE INSTALLED WITH THE o �" ( I I TOW.ELEV= (-)I'al " I I 1 I I I 2'O O c ' J v TOW.ELEV= (-)I-I I 4 WIDE I CLEARANCES FROM UNPROTECTED � o II I '�_� ' � �' i I � DIRECT VENT HEATING EQUIP. I i z JOIST SEAT. I I I I� I GOMBl15TIBLE MATERIALS A5 0 ,a I 0 11 p I� }I i I I APPLIANCE CLEARANCE APPLIAN(jE5 TOW.ELEV= (-)1'-I I �� I INDICATED ON THE APPLIANCE LABEL u, g ® I I� I `� I 115HALL BE INSTALLED WITH THE I I HD ❑ I AND IN THE MANUFAGTURER5 �+ = I 11 _ I I i I i GLEARANGE5 FROM UNPROTEGTEDI cx o i l I I I I � I I o � L — I INSTALLATION IN5TRUGTION5. cxv , I Zv g � 1 I i j I i i ® i i COMBUSTIBLE MATERIALS AS o • -1 , I I INDICATED ON THE APPLIANCE LAI EL � HD I 3�"DIA STEEL COLUMN I '� ® 1 I � ? - FW 2 I 4 I I t I 11 PROVIDE FRESH AIR INTAKE ON 30"x 30"x 12"DP PG X I I AND IN THE MANUFACTURERS u ® N TO MEGH EQUIP PER CODE FTG N.O.N.) _ II `� I I I I I I 3 " DIA STEEL G(�LUMN I I INSTALLATION INSTRUCTIONS. 4"WIDE o �� F_ I fes- I B I I j ON 30"x 30"x 12'1 OP PG I i N i y� i J015T SEAT. 1 u B I I / I I I I I I I ' 1 cliff ® i n ^ I� I I I I I B-5 i I FTG N.O.NJ I i 1 PROVIDE FRE5H AIR INTAKE I 11 1 TOW. ELEV= (-)I-1� B-5 lo" - " " I DII I I ' I I i TO MECH EQUIP PER(ODE 1 I 2-0 8-5 8-5 8-5 6-2 6-0 - ^ I'-0" I ====- l'-6" I i I 7'-6" i l'-6" I " e II ! I I �� U) D.O. 5 114"x 9 1/2 LOW D.O. I II D.O. - D.0 C - I \ I I I 1 I 1 I — + — I I — r - I I 1,t1 F I -D-- I F— I 7 � 17 -1 o - J LVL GIRDER �L = Q II I I I ?{ J I I J I I i I 5 I/4'k�fi i/2 Lf�W -- -- ------ P.O.' I D.O. I D.O.- 4 BASEMENT SLAB p I - - - - 0 4 I i 0' Tr- -8 -F+— - L - -I- 1-L I J + —I.I I ❑ I' �l -I `° - - I I i I I i o _ I LVL GIRDER I i I I Ili I A J — — — — -- I c0 1 J wI II *4'P.G.SLAB(MIN.2500 PSI CON,) I I I I B�5 I _-- cv _ o ?- _ __ ---- --- II * .006 MIL.POLYETHELENE VAP ( 1 ---- ------ -- ---- --- r---------- t ----- -�--- BA5EMENT SLAB F --- ----------- �- _ --- -- S-- BARRIER 4"P.G.SLAB(MIN.2500 P51 GC�NGJ I 4 2 *TAMP d FILL TO g5%DENSITY I I I I I I % ' r 5'-0" g i i *•006 MIL.POLYETHELENE VAPOR FD1 II� UNFINISHED BASEMENT � I o �� I I I� � � I I i Sp ,%DASHED LINE INDICATES � ���`�� 1 FDI i i STAMP d FILL TO g5%DENSITY � U I ( ;. �y I I Cn II *b'-0'GEILIN6 HT. - I ( I ,-� , 1 - I I I i FIRST FLOOR WALLS 4 WIDE 2'-b' 2'-0" *(R-13)OL05ED CELL SPRAY u- ® I I ABOVE: L ' � . ® pL ii I J015T 5EAT. �I - I I I _ I I o� I 1 ---- 9' �?---- _ r�._ '' a UNFINISHED BASEMENT i Q 10" FOAM IN5UL ALONG INSIDE �n _ ___-- Q - f " I r 2 TOW.ELEV= (-)I'-I v r r 1 +lS —� — -- I 8-0 GEILI%HT. I I- -----� �- -r - - FACE OF FV.WALLS-FULL HT = — t I ' o I II I I * 1 o II Cn CO OR DRAPED BLANKET O _ — — — — — — I I I I I \ (R-13)CLOSED CELL SPRAY _ O O x N ® I \ i�/' I I `\ i�// I 1� \ i'/ tib I I FOAM INSUL ALONG INSIDE I it FD1 _ INSULATION cy i i cv r I I v - I u ALL EXP05ED HOT WATER S �I I I < I I 3 "DIA STEEL N i m \�� m i FADE of END.WALLS FULL HT i p Iii W HD • PIPING AND/OR HEATING DUCTS N ® m I m m 1 11 OR DRAPED BLANKET I TO BE INSULATED AS PER N.Y.5. x -J " I I 6 I COLUMN ON 30"x i i 1 j i i INSULATION 4 WIDE J015TALL HOT WATER I 6 UNEXGAV. e " CODE. _ _ — '� III I I 30 x 12 DP PG 1 I 1 I PIPIN6 AND/ORDHEATIN6 DUCTS ' X i i U C_ - �SEAT.T.O.SEAT -Ll 3 6 4"P.G.5LAB WITH bxb, G 2)2Xt2-FL r- - - _ " n - I I FT6(UD N) I I I I I N I n O FD1 2 x 10 _ - - - _ 1 - I 1 I 1 1 1 TO BE INSULATED AS PER N.Y.S. I III a� ELEV- (-)I-I 4"WIDE I Y I I l r-- -—___-- 1 I III u 10/10 W W.M.OR SLAB SEAT ,= I I I I I ( I " I I I 5 5 I r ---- J I CODE. I6-6" I 2-O' 1 II 2-b J015T SEAT. FIBERMESH. II I I I III _____ . u2xn a GDR __� -____ ui r MIN.3500 P51 GONG. b' 3'-8" Vol, b'-8' b'-8 "- - 18'-b" - - - - - I �_ I i i 4 1 TOW ELEV= (-)I� Ile I I I I I I 3 I `7 Y' I I I I n) 10° -3 _ - - _ _ - Ilj 1 I I I I I I I � I I I FDI I aJ u, - o ®5D UPB1-5 -__\\\I --- -I---- --- __ __ HD 5 I/4"x q I/2" LOW - - o JI i i� i i i FDI / \\ I 7 ---, 1--------- ------1---- ---- -- — HC i.a. F— • - �7-L�-�- 3 10 P.G.FOUNDATION WALL 1 I I I Y o t ------- I I _ r I - 1, WITH DAMPROOFIN6 ON 20"x I - hf' " 1 I F- I I I 61-5 10"P.G.FOOTING-T.O.W. I r----� ------- ----------- ------------- D.O. % 5 1/4 x q I/,'2 LOW D. I I , UNEXGAV. LVL 61RDEIZ ,- i : IL .- ti ti M i u ELEV. = 01-011 I 1 „ -i 4" P.G.5LAB 6 t� r r `r 2x10 4"WIDE I ( I I 10 P.G.FOUNDATION WALL J 1 J LAB SEAT I WITH bxb, FD1 F- vi o r I FDt I WITH DAMPROOFING ON 20"x I - I - ¢ ry N N ai cV J015T SEAT. II l I I „ I I i I 10/10 W.W.M.OR = = 1 I'-2" D SHED LINE: INDICATE5 #5 CORNER REBAR5 W/ 4-0 I I0"P.G.FOOTING- T.O.W. 11 'r I I I `r o N N " "' CO°° TOW.ELEV= (-)I-I a - - - - - I I I I-o" e 1 I ; FIBERME5H.Z I F R5T FLOOR WALLS LE65® MIDPOINT OF ELEV. = 0-0 e G I 'I (2)2X12 FLUSH 18-2' 4 6 - 4'-6T" � I-b, 3'-8 I 8' MIN.3500 P51 (� A VE FOUNDATION WALL 8 I'-6" \ , I I I I A GONG. n I I FROM TOP 4 BOTTTOM. Ili #5 CORNER REBAR5 W/ 4'-0" �r t L - - - J UIP 4R I LE65 ® MIDPOINT OF ° i KI ' HD �- - - - UNEXCAVATED TYPICAL - -_-- --- - J I L - -------- - -- -- —� - - ---- 1 II o o i j - - - I Q FROMFOUNDATION BOLTTTOM.6 I K � � I GARAGE SLAB o 11 1 1 AL T.O.W.ELEV. = Q I *4"P G.SLAB(MIN.3500 P51 GONGJ I III I 1 I I :. _ 0'-0" REINFORCED WITH 6x6,10/10 W.WM. Iu ® -' *TAMP d FILL TO g5%DENSITY I I _ - I ', I I 1 I e z IIII� N o II _�==_=f= - C=J = i 4i v i 4 WIDE z z z z z z III I *SLOPE 6ARA6E SLAB DOWN 2" - I I 8 P.G. FOUNDATION WALL 1 1 1 I „ I I Z Z Z O Z Z Z Z I � 0 3+4 Ii0" J015T SEAT. o 0 0 �= O o 0 0 .. — I x TOWARDS GARAGE DOOR o I WITH DAMPROOFIN6 ON I , I �,I _ - N ~ o o I ' g ® 11 I " w w w w w w w F '" /'' "' - I I O I6"x S" DP P.G. FOOTING I I I[——1 TOW.ELEV= (-)I-I� > � ) S" P.G. FOUNDATION WALL I i i I - I-- 1 a-I_ —PA_ - -� J I I w I WITH DAMPROOFING ON 0 i - i u I N II L w vx -1 g I -1 1i1 s UNEXCAVATED TYPICAL T.O.W.ELEV. = I 1 :4. I cv T.O.W.EL /. _ J _-I � ® I6"x b" OP P.G. FOOTING ' - "-- 11, o 101, — — — b4 — — — — — 6-g -1 - 8 I1-10 I 4e 0'-0" 1-1-- .91, � 2 0 " ' ° " N 1 ii I I N 6REINFORGED WITH 6x60 P51 W.W.M. I I I 1 1 N L I * P.G.5LAB(MIN.3500 P51 CANGJ 1 I p I I ' r I * n 1 i_ a ,_ ul I — i 11_r— cv I —I I I TAMP d FILL TO g5�DENSITY " S 6 l 6 I I I b l 1 �� II II P.O. 5 1/4"x q 1/ " LOWS I D.O. I 4 I i *SLOPE GARAGE SLAB DOWN 2' I I I I ' 1 ' 1 4- J TOWARDS 6ARA6E DOOR I I I I I I I L_ J LVL 61RDE L - J I I J FDI FW-2 I i cn r I F- -� i ! - ' ( i ri 1 z o ( TOP OF WALL L- - TYP. BEAM POCKET I 1 I - +5 I/4"x q I/ ' L I I I pI `� WRAP END5 OF GDR = DN= -I'-2" I I I LVL 61RDE� r I i I 2 p"� FDI i i I o-o° ELEV. = I i J L_ _ J ---J i IsrLj~ i I I J N O m W/ALUMINUM AT POCKET OR PROVIDE 5 III 4 i - r i iI'___ �-_ I W w I I/2" AIR SPACE ALL ,n I FD1 - . - - I I r---- - --- r-------- i • TOP OF WALL FDI I I 1 I I TYP. BEAM POCKET SIDES I i DN= -I'-2" i I I I w O w 2 o = I q-6' i 1 WRAP END5 OF GDR W/ N 3 i I I 1 u ALUMINUM AT POCKET z FD1 I 10"P.G.FOUNDATION WALL OR PROVIDE: 1/2" AIR C_D I WITH DAMPROOFING ON 20"x I SPACE ALL 51DE5 cn 4 10"P.G.FOOTING-T.O.W. ry I 3 I ' ' ELEV. - O-0 I w N •` A FD 1 I c� I it ❑ 10 15'-4" oll HO =o I = x I II II 4"WIDE 1 I 111 _ J015T SEAT. '? I 4"WIDE I I � O TOW.ELEV= (-)1'-I�" FD1 I r J015T 5FAT. _ 10" I i 10'-4" III 10'. ~ r I I TOW.ELEV=(-)I'-I�" � c� �1 1 B B � o Hp • _ = o =- __ = • HD B-5 i �' B-5 z HD HD �o�` �q :ERTc�Cy/�� I6'-O" M.O. I'-b" I'-8" Ib'-0" M.O. I'-0 • ., 4 . LINE OF BRKFST FD1 F� lot AREA FRONT WALL ® UNIT 25 1T-O" 4'-O" Ig'-O" Q w",.,4• I Ib'-8" g'-4" 12'-O" Ir UNITS 13 (MODEL B C0 _t-) HD= HOLD DOWN U) 3' 10 40'-0" 40'-0" ❑ OF R EW�O I 8� 14 (MODEL B - 1 ) ' AB= ANCHOR BOLT5® FOUNDATION PLAN FOUNDATION PLAN .. 6ARA6E 51MP50N JO UMBER STRONG WALLS 1/4"=1'-0" 1./4"=1'-0" GENERAL GONTRAGTOR5 AND 5UBGONTRAGTORS TO REVIEW w 016023 MULTIPLE LA GIRDER GONNEGTION5: THESE CONSTRUCTION DOCUMENTS UPON RECEIPT FROM 1Ct 2 HR5EPE:RATION l ( 15 ' PORCH) DUET CLUSTER SHEET NUMBER FOR ALL MULTIPLE LYL GIRDERS, LA6 BOLT ARCHITECT AND REPORT ANY AND ALL DISGREPANGIESUNIT 14 ( 15TPORCH) UNIT3Q INGLUDINGANY DIMENSIONAL GONFLIGT5, IMMEDIATLEY TO WALL PER UL#336 T06ETHER W/ I/2" BOLT5 2'-0i' O.G., 2" MIN, ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO z FROM TOP BOTTOM MIN. 4" FROM END5 CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL - (INKBERRY) FOU NDATIPLAN MODEL B l BB � 2 BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 2X8-P.TGi4 i I z F- Z bxb P.T.P05T WITH 51MP50N I w BG52-3/6 P05T GAP ANCHOR 4 I l 2-O 51MP50N ABU66 P05T BASE 38'-b° 38'-6" 2'-O" Z (TVP-ALL COLUMNS) 411 l0" 5QUARE HBf6 PERMA GA5T FW D 1 bxb P.T.P05T WITH 51MP50N - - - - GOLUMN #46382 1^I/SQUARE A - - - _ao_ - - (T}IIIE TlIITEIR 0 u EL I I I I BG52-3/6 POST GAP ANCHOR � 10" SQUARE H6$6 PERMA Z s FLAT GAP 4 BASE (OR EQUAL) B-5 2 HR SEPERATION SIMPSON ABUbb P05T BASE w - CORNER COLUMN TO BE I WALL PER UL #336 I6'-O" GA5T COLUMN #46382 W/ O L o I I PROVIDED YJ/SPLIT KIT o 4" (TVP-ALL COLUMNS) I I � v t SQUARE FLAT GAP � �- � � � ;, I6'-O" 22'-6" "-' FW 8'-2" 15'-0" 15'-4" BASE (OR EQUAL) - 0 > � Q' CORNER COLUMN TO BE o N I o GOVERED N( I 11 = COVERED I� PROVIDED W/SPLIT KIT z L) 6,0 w z _ {y wi i X M - PORCH G` .� �N50M5 of 4„ I PORCH I� w = M 8'-0.. 8._O.. I 4'-II" II'-3" b._4... FW 4, 5„ 3_q 1'461, 1'461 1 - 1'-4" 8'-0" 1 .I �, v = Lo _ 1to (3) 2816 TR (2)3010 TR EORE55 (3)301 TR I lc�v Q ❑ U co •= I g016 TR7_ 1 (3)285 DH EGRESS , T WINDOW . (3)30 0 DH I Icxvl u' I I 6080 51- 6L. DR W/ I Iq ® V-0" D WINDOW (2)3 DH I 12 ®8- HD HT I I (2) 18" DELIGHTS DI I r - - - - - - - - � DI 12 Iq (2)301 TR Iq DI I I I - --I•-� DI p�1 (2)5050 DH DI g016 TR . _ _ _ i 1 Iq 6080 51- 6L. DR W/ HD - - - - - 4444 - � HD (TEMPERED GO - e I -0 r .L - -�[ - -]l - I DI (2) 181 DELIGHTS 1 2016 TR 525"x111/8_LVL HDR - , �- - --I r- `r r- - - � F - - - I� � - - - - - - t� HD L - - -- �L - - - �L - -� I I Iq Z 2052 DH o -II- II - HD © o O tt e _ 4444 - 4444 - I I DI ® 8'-0"HD HT F_ i 21 "G' L - - JL - - -JL- _j L - - - JL - - J HD L - T - - 5.25"x11�"LVL HOR IHR p - O a - L J N / DI CONTINUOU5 (2)2X10 HDR z, o 3)2X8 HDR - - HD 5.25"x II 1/8"LVL HDR _ I e c� 6" -tl 12'-0" 4„ I- - - 4444 - - - - -1 , _ 15-0" 5.25 x 11 I/8 LVL HDR �'PT. REE I I 2416 TR U) S NDI 6 I 21 'G' ® 820"HD HT ry Z I-- PRE-FAB 1 I - FIREPLACE ( II-0 CEILING `r 1 1 I I-0 SOFFIT i I DI I I O - I LIVING AREA I BREAKFAST AREA � . �w-2 I I I I I � I I - EF 1 � L- J � O q'-0"CEILING I I `� w Lr) I TE GL DR5 I o BEDROOM #2/ = 3W� © 60"VANITY W/ l l RA 15ED HEARTH ( OPT. DEN c� OPTTUBWOUT B2 1 12'-0"STEP GEIL kD I I PRE-FAB Z = I I ' I FIREPLACE ❑ m 2olb TR GEIL 2'-0" I = 1 Qj� C) OWF110oPT. I � "-' MASTER I BEDROOM 1 � LIVIN6j ROOM 2052 DH l I I I - 1 0 1� N ® 6-0"HD HT F_ 7 BATH o r, 6' j TEMP 6L DR5 B I 1 1'-ID" , 4.. 1 14'-0.. � 1 4.. 15. o.. 6.. B-5 L J 2'-O" n'-o1, 12'-0"STEP CEILING __ I m �� GREAT ROOM I lr -' z `� P.6LA55 PTN. I I I RA15ED HEARTH ~ II ply II'-0"G ILIN6 ® � N 2X4 KNEE ® 4" q" 4'-o" q'-3" 4" O KI TG EN 48" b"HIGH t^V GAP 2416 TR N A ENERGY o 1 p I IL--J ® � GL 0 a L - - - - - - - - - - _ -I 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS I oo loo - -' SHO PA F_ -7 2452 DH THEY APPLY TO ENERGY CODE ARE BEING FO OWED b, I Ib'-4" I 3 D 4 0 4 3_8 4" 8'-0" N B. 5 4 „ 5 I CATHEDRAL GEIL o " 60 34' A I I ® 8-o HD HT ? 2' o° our TU - 68 5REATI ROOM 2. ALL CON RUC ON ALL OMPLY WITH THE 2015 INTERNATIONAL ENERGY' `-r (2)2816 TR I I �, 1 I I I 5D (2)2852 DH I I p - ® 1'-0" CEILING 1 cv m CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTIOM SHALL BE I = ® 8'-0"HD HT ( I ATHROOM C-02 O PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY L J p � �, I ❑ EFFICIENCY REQUIRED BY THIS CODE. F N 1 1 1 1 bb e o po�� ® X66 12" 5QUARE H546 ^ DININ6 AREA I I `� © �; 1 LIV 8 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A PERMA CAST COLUMN I I I I EF m 50 22X30 ATTIC WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY W/SQUARE FLAT GAP 1 I i 21 "c' I REFI (PST 4 ndl WC ACCESS HATCH 'OD WITH IRC N1101.14. - ,"'- d BASE(OR EQUAL) - I--J J �' o v 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULAIFED TO LEVEL "' CORNER COLUMN TO 2'-b" -O 01 / ® N Nr I 1 EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. BE PROVIDED W/ `r 5D = D� q1b (2)3016 TR I 1z 4, 4 ti I I F- m 4" 6 _ 6' 0, 2'-0 D 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE SPLIT KIT - - - - - - - - I- - -1 I I I (2)3052 DH 6 INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE - e b' IP-2" 4L. 21-0 4 3'-4 5 8" -� (111-011 GEIL - q'-0"GEIL q'-D" GEIL N ® 8-0 HD HT REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL Iq HD 8 8 �b NDTI= D I I DININ67 AREA ^ �- `n 1 COMPONENTS AND VERIFY COMPLIANCE. - r - - �1 WIGL LWIGL Z WICL ` '- I� z Q 5016 TR pI I 2 D ON 148 I Q 1 4" 5'-b" 4" 5'-4" 6" IF, b'-b" 4" 4 2' 4" 14-8 6 2-e 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS "' (3) 2x6 HDR i�9 11'-0"CEILING o b� -0"CEILING '- I q'-o" GEIL v d 2 THAN OR EQUAL TO 3 p/ n CH50 IN CZ4A, 5, 6A TESTING SHALL BE CONDUCTED BY AN o 3080 EXT IN5UL DR p IGOVERE FOYER `�� = m L - J _ z I I I 6x6 P.T.P05T WITH 0 L�V LAV' WCC q-0 EILI G W LAUNDRY 34 I Iq �- -� 51MPSON BG52-3/b U 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM SIDELI6HT5 i° 1 PORCH GL © - LAU D Y ®50 SH AN 1 01 2'-o" P05T GAP ANCHOR 4 p OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3' IN 1q N DIAMETER. "' "' DI ® o = Ubb = EF m - = N "5': 148 NOTE "V": 4 - P05T5IMPBN E(TY NOTE "5": � DN ! I P05T BASE(TVP - Hp I1z G02 6� 1z UP IR .o m 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE ;SEALED. o (4) 2x6 - - - 3 I/2 x II 1/8 LOW LVL HDR - HD - - - - -- ALL COLUMNS) P05T - - 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR! LEAKAGE BY e 5e 4„ 3._2.. 4.. 3'-4" 6.. 1' O.. 6.. 4' 0.. 4.. b-2" 4.. 2'-0.. AN APPROVED THIRD PARTY. - 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. bxb P.T.POSIT WITH:AFP -- - - p 28b8 IN5UL DR- 22'X 30"ATTIC q'� AD5 6"(R-21) BATTS UP IR q'-D"GEILSo 12'-0"GEIL COVER pA 3080 EXT INSUL DR 0 51MP50N BG52-3/b D x bbd 1z 45 MIN.FIRE ACCE55 HATCH I BATH �v = FOYER IONECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR P05T GAP ANCHOR SHWR PAN 'ti - - - - - DEF 1150 PORCH w/(2) 12 0 <55F DEGREES SHALL BE INSULATED I l RATED W/SELF 4 51MP50N ABU66 - - - - - 4 13'-3" 4 4' 1" 6" 5'- 4" 3'-2" 4" 1'-8" m 6" 3'-4" 1'-2"SIDELIGHTS - - r WITH R-3 MINIMUM. P05T BASE(TYP- L(J p TEMP 6L PRTN ® W-O"G ILING _ - - CLOSING DEVICE - w � � r- ALL GOLUMN5) -I 4 DOOR 5D WI L _ _ _ _ 2868 IWOL DR- - I � c" "' M c'' 00 Q N N N cM r� N 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IWC I 1 I bbd 45 MIN.FIRE Hp 1 U(T) 12.EQUIPMENT SIZING - PER ACCA MANUALS, BASED ON LOAD CALCULATED PER ACCA 6 (3) 2810 TR I I 1 q'-O" 4° 4' O" 4�� �- b'-10" 6" _ } RATED W/SELF % v- 3,112"x it 1/8"LOW LVL e MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. " `r CLO51NO DEVICE ® 8-0 HD HT L T �5 10'-0"CEILING TWO GAR 6ARA6E GL o �� I9 12" SQUARE HBd 6 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE (3) 2850 DH F �. © - "� �b 1 I PERMA CAST -� EF MA TER `r q'-0"CEILING *4'P.G.SLAB(MIN.3500 P51 C.ONG) _ I DI COLUMN W/SQUARE HIGH-EFFICIENCY LAMPS. (TEMPERED) ( ( 1 z*' "' 6"(R-21) BAITS REINFORCED WITH bxb,10110 W.W.M. p 6"(R-21) BATT5 4' I-0 4 6'-4" 3'-4'd 6" I'-2" 14.ALL HVAC PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 I I S XI BATH DOM WIGL SLOPE 6ARA6E SLAB DOWN 2 a d- _- FLAT GAP ff BASE _ TWD GAR 6ARA6E TOWARDS GARAGE DOOR � -� 4068 5I-PA55 ® r- � (DIS EQUAL) - CTIJERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL ENERGY LCOS WC � * . , , � *4'P.G.5LAB(MIN.3500 P51 GONG.) 5D 1 � U) CONSERVATION CODE. IT SHALL L THE RESPONSIBILITY D THE GENERAL CONTRACTOR LAV SAY TYPE X GYP BD ON GARAGE REINFORCED WITH bxb,10/10 W.W.M. I CORNER COLUMN TO vi z to co cn co a� bb WALLS t GEILIN6 FWV-2 12 - `ti SLOPE GARAGE SLAB DOWN 2' � BE PROVIDED W/ 0 0 0 °-° o_ o o_ o TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF _ p *1�'TYPE'X'GYP BD ON INT OF LIVID 4 TOWARDS GARAGE DOOR z-Q ® L--_Jr -� SPLIT KIT 2 2 > 2 0 0 0 THE MECHANICAL AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR DI _ _ _ _ SPACE COMMON WALLS TO 6ARA6E p N p * "TYPE"X'GYP BD ON GARAGE UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE: OWNER OR - WALL5 t GEILIN6 m cz °Ol °° H i i W W w X w w � BUILDING DEPARTMENT. 2010 TR o *}'TYPE"X"6YP BD ON INT OF LIVING z = 10'-0" EIL 3010 TR 15.ADDI110NS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 201;5. ® 6-0"HD HT - - - - - - - SPACE COMMON WALLS TO GARAGE 1 KITG EN I I ® 8'-0" HD HT o 2050 DH x r - - - - - - - 10'-0" GEIL I �- J 3030 GSMT `04 UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH �i 1 N THIS CODE. b" I I6'-0" I 4, 4'-2" b, 18'-D" 4 DEN/ BEDROOM #2 I f N 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACIH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1 103 1 1 DI Ell 1 I 4 18'-2" bill I'-6" ;4" CONTROL SYSTEMS. I 1 ( 2X6 HDR 1 I o 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN 1 II'-O'5TEP CEILING 1 1z 1 I o m Z ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP I MASTER I - 16010 OH DR REF _ _ _ _ _ 12 c�' w AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. CD 2'-D" I �t I 0 - - - - - - - 0 °/21 „ 6.. I , -� BEDROOM D1 °' U HD 5 1/4"x I6'LVL HDR i I�p DI 16010 OH DR b b.-Io., 2'-O" 6' 2'- " 2'-0" I'-6" I b-O R.D. 1z 20 0 1 I w �i w 2015 IRC- 62421.8 (503.8) - Al- - - - - - I O w w VENTING 5Y5TEM TERMINATION LOCATION: I I N 1830 DH 0/21 20 e 5 1/4"x I6" LVL HDR = HD 01 GATHEDF AL EIL I J I (3)2810 TR 0 o THE VENT TERMINAL OF A DIRECT PENT APPLIANCE WITH AN INPUT o ®1'-0" HD T pl DI BREAKF 5T AREA F -1 ® v-v HD HT 0 OF 10,000 BTU PER HOUR(51<4 OR LE55 SHALL BE LOCATED AT LEA5T 2010 TR I I - ( T,, (2) 2X10 HDR b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPLIANCE WITH ® 6-0"HD HT I I cz 1 o I o I (3I 2850 DH c 4 � -1 F`/21 F/21 Hp F -11- - - J I I I w AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER 2050 DH I I I A L - - - J L - - J I2 I m L I 0 HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION GLEARANGE, L - - - - - - - - - - - - - - -I B-5 IDI 4.. DI I AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR'5HALL HAVE -1 p = FW I'-6" I6'-O" R.O. = 4'-I I., 4_5 6.. DI 11 I b.. I AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOIM OF THE 4 VENT TERMINAL AND THE AIR INTAKE 5HAL.L BE LOCATED AT L.EA5T 12" "' (2)2Xb HDR (2)2X6 HDR I s' I GRADE. I B (2) 3010 TRABOVE DI I-o' w U HIP HD F - -3010 3010 Ti� - - - HD Iq 2 HR WALL PER UL 3T36 ION6-5 (2)3050 DHT . - I - -� - L J J B-5 L=: m L - ® 8'-0"HD HT ® 8'-O'l HD HT - J DI - (3) =41 w Iq 30 0 DH 3050 DH DI 41-0- q-o' 4'-0" 4.. I G 0 rnn2015 IRG- 8312.2.1 ' " 4'-D" 18'-10" FW 18-6IIN DWELLIN6 UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW LINE OF BRKF5T _ Iq QEF D 4 1 /w OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED FLOOR AND AREA FRONT WALL (3)2810 TR 01 p C� p6E T GREATER THAN 12"ABOVE THE FINISHFJ�GRADE OR OTHER SURIFAGE BELOW ® UNIT 25 3q, IO FW 3q'-10" PHIT ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHAJ..L COMPLY (3)2850 DH w ,`s �` WITH ONE OF THE FOLLOWING:OPENINGSTHAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 FIRST FLOOR PLAN FIRST FLOOR PLANTHROUGH THE OPENING IN IT5 LARGE5T OPENED P051TION. IT 14 ( 15 ' PORCH UNIT 13 15 PORCH FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2080UN (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO IRELEA5E THE 1/4"=V-0"-0 LIVING AREA= I,Sga 50. FT. 1/4"=1 -0" CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT LIVING INCA AREA= ��5�q SQ. �T. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN MODEL B l (INKBERRY)- GARAGE AREA= 51-1 5Q. FT. I MODEL B (JUNIPER)- 6ARA6E AREA= 380 50. FT. ❑ OPN5.15QUARE FEET. COVERED PORCH AREA= Iq2 5Q. FT. ICOVERED PORCH AREA= 241 50. FT. JOB NUMBER ONE GARBON MONOXIDE ALARM IN NEW NOTE "5": EF =EXHAU5T FAN: GENERAL GONTRA6TOR5 AND 50BGONTRAGTOR5 TO REVIEW 2 016023 ONE AND TWO-FAMILY DWELLIN65, STAIR MANUFACTURER TO DE516N HD- HOLD DOWN 50 CFM INTERMITTENT OR THE5E GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM DUET CLUSTER wTOWHOUS,E5 AND OVELLING UNITS IN MULTIPLE LVL GIRDER CONNECTIONS: © 20 GFM GONTINUOU5 NOTE "V": ARGHITEGT AND REPORT ANY AND ALL D15GREPANGIE5 UNITS 13 MODEL BQ SHEET NUMBER GROUP R-2 BUILDINGS,(coNDos 4 NOTE: 5TAIR5 TO MEET ALL APPLICABLE * ALL DRYER5 To BE VENTTED INGLUDINC ANY DIMENSIONAL GONFLIGTS IMMEDIATLEY TO = GO-0PS)AND UNITS OFFERED FOR SALE, ALL WINDOWS SHALL BE GORES AND TO REPORT ANY FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT TO OUTSIDE AIR PER CODE - w IN THE IMMEDIATE VICINITY OF ANDERSEN 200 5ERIE5 015GREPENGIE5 AND GONFLIGT5 TO TOGW/ETHER 1/2" BOLTS @ 2'-0" O.G. 2" MIN Coe * ALL WA5HER TO BE IN FOR CORRECTIVE MEASURES PRIOR TO FIRST FLOOR PLAN z BEDROOMS,ON THE LOWEST FLOOR THE ARCHITECT PRIOR TO 5TAIR O ° TEMPERED ® CARBON MONOXIDE PROVIDED WITH DRAIN PjAN5 GON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMEN51ON5 SHALL 14 MODEL B lB � 3 LEVEL CONTAINING BEDROOM5. FABRICATION. GLAZING FROM TOP BOTTOM, MIN. 4" FROM ENDS DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. w ®5D 5MOKE DETECTOR COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 18'-0" HIP WIDTH F- F_ INSTALL IGE E WATER SHIELD PER MANUFAGTURER'S SPECIFICATIONS TO MAINTAIN PRODUCT WARRA z W o j U NOTE-. -Ir -I- - - -- -(3I2R_S RDER- - - - -� t-- APPLY IGE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK - - - - Ib'-0" GABLE WIDTH � 4--) U AND MEMBRANE (5° ARE AT TEMPERATURES OF 40"F C)OR HIGHER. ^ PPE_INEERM_ z � L TRF-6B PER TR)55 MAt I ( TP�'S �� 1 I .� cn RT�iRDER- _ - --_ --- — U >N 51M%ON 5TRoW3-TIE I —� 1 (I L-L — — — — — — —I-J— — — —. — — — J— I � � �N} MTS STRAPPIN6(LEN6TH5 VARY) I I I 2 HR SEPERATION I i I U) .,C 2 Z GONTIruou5 WALL 5HEATHIN6 To 0"'s '6 Lo TOP of TRuSs HER � �� WALL PER UL#336 I � I I I Z L a, I I-0 PL HT. ( ,cY1 SEE DETAIL I/FW-2 I I I O Q W c co + 12" HEEL HT. II=0 PL HT. I , I U o co � HEEL WIGHT VARIES-SEE TRuss vRAwIN65 FOR I I + 12" HEEL HT. I 11'-0" PL HT. �wI I w I ❑ U "' co ACTUAL HEEL HEI6HT5 I ^ ' A + 12" HEEL HT. 1 �l m A- A- �-- VARIES I2Nk XI NO "R" 'm I Ni (NI ANI- I I �i NO "R" ( ( 11'-0" PL HT. 12 ' I OH. I I ' I I'-o" + 12" HEEL HT. 1 12OH. GUTTER 10-10" OVERHANG WIDTH II'-0" PL HT. ALIGN FASCIAS I H- I i OH. 2 I I o i OH. + 12" HEEL HT g 14 I I q (— q I ' I _12 12 O b'FA5GIA BD B-4 1 _ _ _ 1 PL HT I E- I-t L 3 +8"HE HT. 0 0 o - - - - _ _ I o= - - - - - --- - -- - - - - VENTED VINYL SOFFITo OH. / / /� `_� I I Z IL 11'-0"PL HT / I I r P.'��RLA`rTRUSSES j// / '� fi /j , 1\i'I I I I u_ Ln LEADER TO DRYJ ELL- r i//i/// ,/ % I F- 6„ I O C'n oDETAIL NOT TO SCALE ZB -4 ►- - -I �- - I- -I INT.BEARING // //: / I I + ROOF VENTS I WALL BELOW t� FLUSH ROOFS 12 I I II II INSTALL HALF OF oo q j% //% / f I N / END STRAP FASTENERS a " ��� B B-5 o� r -1 -- - W w U5E IN GOMBINATION ONLY WHEN STUDS AND RAFTERS DO NOT ALIGN NOTE "R" I I� 0 - 11'-O" PL HT. i + 12° HEEL HT. I I IL _ JI II I r ff " " sl, as sr>u n j I /// // /,, / .:.. I I li I A -TE ho 12 � q � Ig III �`� II IL - - - A ' . /jam/ . �/% /1 { � II °l- g 5 , - - - I oo° II ' ' I IL =JI 1 1 II u- - - - ,/ / { i / �' .' I ..... - - - - - - - t/ DETAIL I . . . �- � _ _ - - - JI �- ALIGN FA5GIA5 / /. `�//': J > 1 I I SIPi".ANSTROIYrTIE / .. ..:'.:. Mrs sTRePPINs HATG qREPS IN ATES / /i j//' f/� .. J I �J I 11'-0" PL HT. (1J I I LOGATI C + 12 HEEL HT. B -4 IIII L J _ _ 4 WAL VEA INC, FROM I/ r/ // I NOTE R now NOT TO SCALE 11'-0" PL HT. NI II�IRE TED ROOF - - j j/ I� // /� , I " �--� + 12" HEEL HT. IIII GENTERI FI WA - AGH 51DE OH. Q � . LLr 1 Ill) w U ASPFIALT ROOF 51lN61.E5 - — —�- — — — / /' I r '— �. W - .� �. - q ►1i 1 G HIP RAFTER 1 L-T L� ALIGN RIDG-E5 ND ALIGN FASCIAS U _ TSN PL7W'JOD SFEATHNB 51M CORNER TIE SEE PLAN 5'_6�� / / :G .//'✓ /./ I .:...`:;: :.:"::.:..:....::.j:: ;' :. I I k O _ _ TRU55 RIDGE W/WENTI / //i ,, // I WROOFN5FELTPFPHt OH. SS I_. l- G - - - -- --- - -- _ oz n %% T�/ .......:... .. ` ' :`{':..I ROOF VENTS i IIII D Q _ / I I 11'-0" PL HT. R15TNL ZE!M,>�sNniD FErt ROOF FRANNB `" I 12 I• I I- - - - -I I , I I I I �/ /�/ I/ +' `/,�,%///i i :;::.. ..._ .#. I �`:: �...; - - I 1 II KWAMFER'S SPBOS.To /. ' + 12" HEEL HT. MIRTAN FPXUCr W�WIIY. / Q- ( — — — II CAWHN OFFASGA- o I q � I I (- �i�� 1 Q I - I I I / / / ,r, /,._...1. .� -� .._.t t. I t `i. --:-1 I �. I I 0.40 ALLHM DRP EDGE -' I �` I I — — — th / // .,�/.'� , ... }- ..� K I I ❑ I / o I J�� _ ROOF TRU55 GIRDER _ - �/� / I // 1 ::. a"mN ti I .k : � _ v _ V.0 SECT ESS 10! — /. .. I ... / SL _ —_— L — — — — L LAE I -I / — -{ — — — 1 / / i �.- ' J --j ----I--j -} —J —A�_j-j _1::. 1 r � - � _ � I I I I�/i f'/-/-�' //�-,'�_ - . -� - - -- �� � s- - � \41 1 I-o w /// ///yy �J/��l T/�G1�y - - - - - -- S N I OH. W I NL /// y1 / ..;..:.. y�•Q I "J 1 , I Q e- N (V m m OJ _� I - - ` / Q N N N M I` N s II 1� I III I I I I - I I / / y�Ji,�/% 12=77 ( I K - -- - - - � +I // // / 1 .. .... ........ 1� APPLY KE!W118t 541E1D IN EXTERIOR WALL TOP III-01, PL HT. II IIIA IIII I I � / T' FAIR WHINER + 12" HEEL HT.MNO DURA NR RaOF DECK NDPLATS HIP CONN GTION [�j/J / - TEHIPATLFESOFNO'F15'O)ORQ I I II II I 1 i////� I,, :% /'•'/ //,. .. .... { ((D �` S/ -.„�. �,T�,>>,s�n I � - -- -� �- FASGV�BOARD w III I / // /, .�,�/ ,i /- :. .. ..:. .: . -- - - - - - -- -� - - - - - - - - -- --1 BOARD 1 I I ' // //I f////�'/ / , -I z VrM55�� ' I I' NO 'R” I I I ' NO "R" ' ////// { //� // I I < - iii z z z z z rIFII I / // / /I" / /i/'' : I \ I I I I �`t{ I z zzozzzz U ( ' / // f. k�'/ ' /' Q - -- �J I I I I I I o U5 U5 0 0 0 0 0 0 III I ' I nI' '1 W W W J W W W W I Iz o I I oH. IR I I I I I I o W /� I a ) off) I I I I 8" I / ; °j/// ' /'.//! ;, 1 L J I� i �I 3 4 _ C r // D 1 II 0 PL HT. DETAIL DETAIL 1 I I F ' I 1 ' 12 12'. 0H I ' 12 12 i;%%/ // // (►, , II I ► N ( I I , / j' // /// I ) IL L J + 12" HEEL HT. o 1 T�- - - - - - -- - - - - J 'G �_--I�I I 1 III2►—_1121( ( 1���12 /// / IS, ( 'I � ( o I S I � / ////' �I � /�/f./.�/ /� ool oo II� �� � N NOT TO SCALE NOT TO SCALE I SL I�! I I I' 'I I ' ///i// ,,'// ';` I '� —11 II B -4 B -4 /,,, w l 1- III I I I - / / T�/� //, �" u � I I ILS I I I <� 6.. II b'-II.. I I I 3_ „ I 5._O" 13. a.. // /! ///// / , Q �L I� III NO R.. I / // f f// �� c� I I I I- I Z WOOD ROOF TRUSS SPECIFICATIONS: / / /✓r/ / T- J k I I 6 I I I I UlLLI NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHIEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. I I / // I, /' // 1 � L I I ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. 0 CD I a } 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I ( _-TIS I / / t %/� //' ,� I I I I I I I I W w D (EQUATION 16-8) I I I 1 I I j/%//// r',�/// / I I I I I I n Y D + L (EQUATION 16-9) I I //, / /i/ ///� /%i (- - �. --�r- - - - - - L I 1 W ^ W D + S (EQUATION 16-10) IZu I (� - _ - - - - _ _ - - - _ _ �`� r� // / _ ¢ D + .6W (EQUATION 16-12) I ( > I I L _j= ROOF TRUSS %/ // N 0 "R" Z D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I // i j �IT1 1 GIRDERS UNDER / , I /; //' I 0 D = DEAD LOAD, L = WE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 10'-O° PL HT. I 1 ( I DORMER WALLS rte! jj/ j 'I/, j/�j j I I 111 I w O Q OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. t I2" HEEL HT. o I / / / { _ _ _ _ _ _ _ _ _ _ _ _ 12 ! III 1 o II I I �_ _ - -- - -- - _ _ -- - - -- -- -- - - _ _ -_ _.: :� q � 12 Q 10-0 PL HT. - I �� ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: I I " / 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 1 I + 12 HEEL HT. o ( q 10'-0" PL HT. ❑ PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. ALIGN - - - - - + 12" HEEL HT. 1 I FA5GIAs �%-- �__�_ IIII = TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. 200"H. III q�- 1 q �0" b �- 2'-0" ' ILij H. oH. IID PL HT. OR I IIII TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE + 12 HEEL HT } FOLLOWING INFORMATION: I I o 0 I I z Z 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 1 �� 10'-0" PL HT. I NOTE "R" IIII 2'-0" � W' 2. LOCATION OF ALL JOINTS. ( I ( I 10-0PL HT. + 12" HEEL HT. 2 O ( Z v 3. REQUIRED BEARING WIDTHS. L _ - - - - - - - + 12 HER HT. g OR I I 12 I OR g C9 o o U) 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. - - - 4.2. TOP CHORD DEAD LOAD. - - q B-5 I I q � B-5 � w g_5 2 HR 5EPERATION 4.3. BOTTOM CHORD LIVE LOAD. O Q 0 I WAIL PER UL#336 L - _ - = J I WQ 4.4. BOTTOM CHORD DEAD LOAD. F`+ 10'-0" PL HT. L — —� = = _ = = �— — J U RED q 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 4.6. CONTROLLING WIND LOADS. + 12 HEEL HT. G 03ERT0 CS 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 6. EACH REACTION FORCE AND DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR IGAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ROOF PLAN ' ROOF PLAN Wy LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. UNIT l 4 l 5 PORCH IUNIT 13 15 PORCH 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. / �� �� " ' co 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL AREA OF ONE ROOF MODEL B - I (INKBERRY)- MODEL B UNIPER Ffor°COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. BUILT OVER ANOTHEROB N BE * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY O 1602 3- *TO INSURE TIGHT FITTING JOINTS.TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND GUTTERS d LEADER5 INSTALL ICE AND NOTE 0: NOTE 5: METHODS TA ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED (B PREVENT ROTATION AND PROVIDE NOTE N UNITS 13 (MODEL B DUET CLUSTER W LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR ALL GUTTERS $ LEADER5 SHALL BE BAKED WHITE ALUMINUM .032" MIN. GAUGE, WATER SHIELD PER PRE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED = SHEET NUMBER HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL RELATED i REQUIRED I ROOF TRU55E5 ® 2411 * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ON TRUSS DRAWINGS. MANUFACTURE 5 OVERLAY ROOF SCISSOR ROOF * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL ACGE55ORI E5. LEADERS SHALL BE MIN. 2°X311, .02711 GAUGE W/ CLIPS $ ANGHOR5. 5PEGIFIGATION5 TO TRU55E5 ® 24" O.G. TRUSSES @ 24" O.G. O.G. DESIGNED BY Z B � 4 4 * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS TRU55 ENGINEER l 4 (MODEL B l ROOF PLANBEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. CAULK � SEAL ALL JOINTS. PITCH GUTTERS MIN. I/8 /FT. PROVIDE P.V.G. MAINTAIN PRODUCT DESIGNED BY TRU55 DESIGNED BY TRUSS & RECEPTORS 811 ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). WARRANTY ENGINEER ENGINEER o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I CODE SECTION 1015h-EXCEPTION 4: 48" MIN 48" MIN H �� U336 ®o FIREWALL MAY TERMINATE AT UNDER51DE ROOF OPTION#2 5EGURE ROOF SHEATHING TO G-RUNNER TRACK Z SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 706.6-EXCEPTION 4: 2"G-RUNNER TRAGK2" -CAULK FOR W E 5HEATHIN6 I5 INSTALLED FOR A DISTANCE OF FIREWALL5 MAY TERMINATE AT THE OPTION#I WALL, RATING _ 2 HR, C� SMOKE TIGHT JOINT OVER Z 4'-0" ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED U P FINISH RATING _ 120 MIN. 5HEATHIN3 PROVIDED THE ROOF 15 METAL EDGE FLA5HIN6 OPTION#2 O 4' 0 ' STC RATING - 61 (SEE ITEM 7) 48 48" PROTECTED WITH 5/5° TYPE "x'I U GYPSUM BOARD DIRECTLY BENEATH SECURE WALL SHEATHING TO � � 0.. THE UNDERSIDE OF ROOF SHEATHING G-RUNNER TRACK TYPICAL ROOFING ZO N -EX AND 15 SUPPORTED BY 2"LEDGERS ROOF TRUSS I ATTACHED TO THE SIDES OF ROOF U FRAMING FOR A MINIMUM OF 4 U N DISTANCE OF 4'-0"ON BOTH SIDE5 RAKE BOARD -TYP p N} 2' H STUD TRACK AN - - - z - OF FIREWALL.ALLOW NO OPENINGS IN _'_ ______-_ ___ U) OPTION #2 TYPICAL SIDING T ---- - -- Z () n G U K FOR SMOKE TI H ROOF WITHIN 4'-0"OF FIREWALL J I T OVER EACH SIDE.MINIMUM GLA55 B ROOF L L < w CmJ O ` %...•. •••..,•,.,,..�r.,.,..__,.._._.___ ;'': ', 2 TUDS CONTINUED TO UNDERSIDE ROOF SSES ® 24"O.G. SHINGLE TO BE INSTALLED 12 VERTICALLY � 12 HORIZONTALLY - ....,.,..,............... .......,....,..... ......._.... ...,.. .......... Uu�i s €. INC "� ..._.T.,:_._. ..�_-.._. ::::::::...i.-- . F SHEATH DD T G: ' ---...... . .. ,. . ....._--_- 2x4 LEDGER J W/ U M �..,� .....; r<,�•� aw��) ....... ....- .,.,� "kN`'_ : 7RN SPACE EA. 51 D XOPT.#2(TYP (r1 ., a: ' 2 2 2,s LONG .. T.-..`.'\: 5 y 1, , .� � lav 1..`tj �`_' 1 . x x z 11 tl II .063 L66 ALUMINUM 9WW'•, J' ,J \,, B A Y G IP5 REATED PLYWOOD 5HT6 •, RE KAWA L ` -''^`•, }' `-••rF �� OUT, IF LOWER ROOF 15 - 1A" AIL. SPACU..' ; (� ; t ; GYP. BD. OR MINERAL SECURE ROOF 'lam.r �._. WOOL FIRE BLOGKI 0"BELOW HIGHER ROOF 51{EATHIN6 TO TRUS FING CONFIGURATION 3 �Z �R- I3� 15ATT - - 063 USG ALUMINUM Z ASW (,LIPS OR .O(3 U60 ______ ___________ ALUM ANGLE CLIPS x� �x , xTL BREAKAWAY CLIPS O t_:XPO SED TC: I"IRE FROM AREA S�.'-T.�I�y��ION 4�_��.0._,,sg)[- � AIR SPACE DOUBLE H-STUD TRAGK I"AIR 5PAGE I I I" AIR SPACE 0 r -. ;rI ; _ /1\ 5GREWED BAGK TO BAGK (2) PIEGE5 G.P.TOU6HR��GK I" FIRE6UARD I- 1.t% ` f 4t TYPE "X"SHAFTLINER,Wl�TER PROOF I/2"GYP.BD Z DOUBLE H-STUD TRAGK 5GREWED FILL I CAVITY AT FLOORS AND BOARDS W/FIBER6L 55 FINISH ON BOTH O , 1 a 1I jl, -----,Z:s -----------------1% .-, ww- w�r_ ----.. \,r.;... �„w,_wwv.w,,......,,,',�......,........:...� BACK TO BAGK CEILING W/6YP.BOARD OR MINERAL 51DE5 AND EDH5 I r.r.�..... ............................ ..` _..... U .... y. .. ....yl. T. ,. !- .�. � .�•� '..�' v���� . ,'�� � I" AIR SPACEWOOL FIRE BLOCKING I n, :..,. K ................................................................ 2 H STUD ----.... �` ::�_....... ~..._......_..._._ ........ (2) PIECES 6.P TOU6HROGK I" TRAG / I� ............:.....I - - FIREGUARD TYPE IIXII SHAFTLINER, O �;; . .... --.k};_Y. ................. __. *_i_..._............ �1....::.:----- • .}_ .` :...__......... .•iM1 -•-•-_,.,., WATER PROOF BOARDS W/ Z - I 2x4 P.T. 51LL PLATE _ FIBERGLASS ' ............ .......r: Yu'.. :\.�cr_� ..........-._._......,, �....._........_.j AND EDGES FIBE 5 FINISH ON BOTH SIDEEl Qj� C) 5 k _. -:_-._��_......._. ....; ......,•.....f:.�: ......, .. ..--.... - ,........_.-................. FIRST FLOOR I rI --- ... ?j:' ` tai . SPACI" `,;., `�-_ � '`. / 3/4" T46 05B SUBFLOOR - GLUED x \ ` \. f, RIM J015T PER FLR J015T MANUF. 5GREWED - RUN (,ODE 5EGTION 106.6-EXCEPTION 4: GONTINUOU5 BETWEEN - FILL I°CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 FIREWALL MAY TERMINATE AT JOISTS PER PLAN ✓ � 1 ;RA' lOr �_ PLATES AT EXTERIOR - GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF SHEATHING IF FIRE O WALL (2) 2x4 P.T.51ILL PLATE BLOCKING .063 U56 ALUMINUM RETARDANT TREATED 5HEATHINC 15 . ttC}$E,f.) (3I'Iitk' :itE.} ) tT�Et +`iIE'k� BREAKAWAY CLIPS INSTALLED FOR A DISTANCE OF 4'-sO' A :i;�l, 3,4• .};� (R-13)CLOSED CELL SPRAY FOAM INSUL - - ON BOTH 51DE5 OF FIREWALL � w W 3'",P AN H R (14" LO W G 0 BOLTS NG + AIR ALONG INSIDE FACE OF FND.WALLS- FULL HT HOOK,S" MIN EMBEDi1T) OR OPTION#2 :�l .' SE}r ('� . , .. AIR SI'ACE .�. rr.,...- ��[[ti �P.�C:1 I OR DRAPED BLANKET INSULATION ° a `° ADHESIVE AINGHORS W/3"X3"X „ �_ _ _\-:2 _ CODE 5EGTION 106.6-EXGEPTION 4: ' T . ;- - _ r•_\ -- sr, ..:_-•- - _ ---.._�.,- I FIREWALL5 MAY TERMINATE AT THE UNDER51DE OF ROOF WASHER PL 6 24 0/G. � V r % -'r'i1•. ? ) I :�`+`': ;' `f '` ''1 %% NON-RATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH J ,_.1 - sf ,♦ !:' (I) #4 HORIZ.REBAR ° w f,', r% `, '''�, I',;'•,�'y �1';;��ti I,�:';'f,'j:, °� 5/8"TYPE "X"6YP5UM BOARD DIRECTLY BENEATH THE UNDERSIDE O J.61 (I)#4 HORIZ.REBAR® MID � BASEMENT 2 HR FIREWALL SEPERATION DETAIL q OF ROOF 5HEATHIN6 AND 15 5UPPOIRTED BY 2 LEDGERS J ATTACHED TO THE SIDES OF ROOF IFRAMIN6 FOR A MINIMUM OF j HEIGHT OF WALL STORY f O SEE GLUSTER FOUNDATION PLANS FOR LOGATIONS Fl DISTANCE OF 4-0ON BOTH 5IDE5 OF FIREWALL.ALLOW NO N.T.S. OPENINGS IN ROOF WITHIN 4'-0"OF(FIREWALL EACH SIDE.MINIMUM ( ) I, 12" FOUNDATION WALL ON 24"x12" TYPICAL BASEMENT SLAB ,• s ,,ir ',, •• P.G. FOOTING *4'PL.SLAB (MIN.2500 P51 GLA55 B ROOF SHINGLE TO BE INSTALLED. `ti, "".- ''•' -,, I '- _ ° GONG) 5TG RA�TINO Z j`a'`a 4`x'1``' 1`i. .'11`y..y. �•L*;::.:'^"'y"'^••'�'LT _-•,.,++J+ J "'y: •;t'� .;��``'�.� ..� °° *D06 MIL POILYET}ELENE Q U56 BROCHURE 5A100 (FIRE RE515TANT # 1 S CODE SECTION 1066 EXCEPTION 4 rr d T LL 95� ENS( ASSEMBLIES) ,!:i'I � , •?y�...............I.. ��s {.. �F VAPOR AMP BARRIERTO D TY - � OPTION I ,.r'f ' r f , +. �_ `�' ` •ti�� �; , ; { ; ! ° ° LIES FIREWALL MAY TERMINATE AT UNDERSIDE ROOF # I- t+,+ 'f ``� ; ° e ° PAGE 22 (AREA SEPARATION WALL SHEATHING IF FIRE RETARDANT TREATED OPTION 2 ON - U x }; •�: : J r s. : 1 I,!i j.,_ I ; ti. ( ,� d ° °. ° SYSTEMS)#U 5)DE5 U341 �REWALLS DE (MAY TERMINATE A�THE SHEATHING 15 INSTALLED FOR A DISTANCE OF \`�`'•. ; er .'�'� : . ;`� TES L tl �; + ,* ° a ° 4 0 ON BOTH SIDES OF FIREWALL a ° UNDERSIDE OF ROOF NON Rsga� AGOU5TIGAL PERFORMANGE = 5TG 60 11 SHEATHING PROVIDED THE ROOF 15 OU �}Pj 4g PROTECTED WITH 5/S TYPE X HORIZONTAL #4 ° ° TEST #RAL-TL-88-350 6YP5UM BOARD DIRECTLY BENEATH 0 4 ° BASED ON 2x4 FRAME WITH MIN. 3° THE UNDERSIDE OF ROOF 5HEATHIN6 ° ° MINERAL WOOL BATT AT EACH SIDE AND 15 5UPPORTED BY 2"LEDGERS 4 5EGTION 1201.2 OF 2015 IBG- WALLS, X X ATTACHED TO THE 51DE5 OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILING FRAMING FOR A MINIMUM of ASSEMBLIES 5EPARATIN6 DWELLING 2' H STUD TRACK AN DISTANCE OF 4'-0"ON BOTH NINES I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long Ieg5 formed from No. 25 M56 gals steel, Secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM G u K FOR SMOKE TI OPTION #2 OF FIREWALL.ALLOW NO OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL fasteners Spaced 24 in. OG. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 PUBLIC, OR SERVICE AREAS SHALL HAVE -JOINT OVER EACH SIDE.MINIMUM GLA55 B ROOF 2. Metal Studs -- Steel members formed from No. 25 M56 gafv steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and A 5TG OF 50 OR MORE. 2 TUD5 CONTINUED TO U E IDE ROOF 55E5® 24"O.G. SHINGLE TO BE INSTALLED r r flange width 1-3/8 in. ' 0 OF SHEATHING ui Vi 6 � 7 7 7 M USG AREA SEPARATION WALL SYSTEM UL# U33G; PROVIDED 5TG=60 �- M � r � `- 3. 6 sum.Board Two layers of I in. thick sum board liner anel5, 5u lied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 I" Al SPACE EA. 51D o N NIM yP � -- y gyp P Pp g into "H" -shaped studs. GGG LNG -- Type, 5LX. TYPICAL FRAME WALLS X X yp (2) PIEGE5s G.P.TOu6HROGK I" UNITED STATES 6YP5UM GO -- Type 5LX ���D FIREGUARD TYPE "X" 5HAFTLINER, CYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. HINDow WATER PROOF BOARDS W/ WOOL FIRE BLOGKI FIBER6LA55 FINISH ON BOTH SIDES AND EDGES ASW (,LIPS OR .O(3 USCF 6 Z M ALUM ANGLE OLIPS 2 0 0 ° 0 0 0 0 - PROTECTED WALL: (Bearing or Nonbearing WaIIU �" AIR 5PA0E � ; ; W 2 HOUR FIRE 5EPERATION 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL 5HOHN HATCHED DOUBLE H-STUD TRACK W W W W W separation between wood framing and fire 5ep,arotion wall. 106.5 HORIZONTAL CONTINUITY: 5GREWED BACK TO BAGK 4A. Steel 5tud5 -- (As an alternate to Item 4, not shown) -- For Bearing Wall Rating - Gorro5ion protected Steel studs, min No. 20 M55 FIRE WALLS;SHALL BE CONTINUOUS FROM DOUBLE H-STUD TRAGK 5GREWED FILL 1° CAVITY AT FLOORS AND N (0.0324 in., min bare metal thickness) steel or (min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gals Steel or No. 20 M56 (0.033 in. thick) LU EXTERIOR HALL TO EXTERIOR WALL BAGK TO BAGK CEILING W/GYP. BOARD OR MINERAL rimed steel, cold formed, Shall be designed inl accordance with the current edition of the Specification for the Design of Gold-Formed Steel I" AIR SPACE Wool FIRE BLOCKING N by g gintegrity y g w1�owD 2° H-STUD TRAGK 5TG RATING, Structural Members the American Iron and 6teel Institute. All design details enhancing the Structural of the wall assembl including � the axial design load of the 5tud5, Shall be o5 Specified b the steel stud designer and/or producer, and Shall meet the requirements of all (2) PIEGE5 6.P. E"X" 5OGK I" USG BROCHURE 5AI00 (FIRE RESISTANT g p y g p CODE SECTION 106.5 EXCEPTION #2 FIREGUARD TYPE "X" SHAFTLINER, 2x4 P.T. SILL PLATE I- H pp g p g 9 UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS I^U ASSEMBLIES) applicable local code a envies. The max stud s acin of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and Ceiling Z tracks with 1/2 in. long Type 5-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the FIBEROLA55 FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL w FIRE RETARDANT TREATED , , , ,I 5Y5T�EM5) � Cl) GODS SECTION 106.5 EXCEPTION #3 AND EDGES a X151 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.0324 in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-0" ON UNEXCAVATED TYPICAL I TEST#UL DES U541 O m No. 20 656 (0.036 in. thick) olv steel or No. 20 M56 (0.033 in. thick) rimed steel that provide a Sound structural Connection between BOTH SIDES, OF FIREWALL AND BUILDINGS EQUIPPED W/ NFPA 13 OR4GARAGE SLAB g p p NFPA 13R SPRINKLER: *4"P.G.5LA6(MIN.3500 P51 CONGA W w OFF5ET WALL ACOUSTICAL PERFORMANCE = 5TG 60 � Q Y steel Studs, and to ad'acent assemblies Such a5 a floor, Ceiling, other wa115. Attached to floor and ceiling assemblies with steel FIRE RETARDANT TREATED SHEATHING ° REINFORGEDWITHbxb,10/IO W.W.M. r, w J 9 g ° d *TAMP E FILL TO 9555 DENSITY TEST#RAL-TL-88-350 w w fo5tener5 Spaced not greater than 24 in. O.G. Studs Gro55-braced with stud framing at midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END 8" WIDE x FULL (1) #4 HORIZ.REBAR ° ° *5LOPE GARAGE 5LA13 DOWN 2" BASED ON 2x4 FRAME WITIH MIN. 3" Z 0 0 3/4 in. separation between Steel framing and area Separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT OF FIREWALL TOWARD5 GARAGE POOR MINERAL WOOL BATT AT EACH SIDE 4B Steel Studs -- AS on alternate to Items 4 sand 4A, for use in Gonfigurotion B only, not Shown) -- For Nonbearing Wall Rating - Ghannel ° II SEGTION 1201.2 OF 2015 IBC- WALLS, v� 4 shaped, fabricated from min 25 M56 Gorro5ion-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 PARTITIONS AND FLOOR/GEILING 0 �+ in. OG. Studs to be cut 3/15 to 3/4 in. less than assembly height. Top and bottom tracks Shall be channel Shaped, fabricated from min 25 M56 N.T.S. OFF-SET EXTERIOR WALLS FI FROM EACH OTHER TI FROASSEMBLIES SEPARATING M PUBLIC OR corrosion-protected Steel, min width to accommodate stud Size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG - _ - ° - 5ERVIGE AREAS SHALL HALVE A 5TG OF 50 w max. Studs Gro55-braced with stud framing at nnidheight where necessary for clip attachment. Min 3/4 in. Separation between steel framing and a OR MORE. area se oration wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE SEPERATION (I)#4 HORIZ.REBAR® MID ° p g ° PROV I DED STG=60 F } TYPICAL FRAME HAL HEIGHT OF WALL 5TORY ° " 0 m 5. Gypsum Board -- Classified or Unclassified -- Min I/2 in. thick, 4 ft wide, applied either horizontally Or vertically. Gypsum board attached to WALL SHOWN HATCHED ° � � ANCHOR BOLTS(14 Z studs with I-1/4 in. long steel drywall nails Spaced 8 in. OG. Vertical joints located over Studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK W MIN Z 6i joint compound. Nail heads covered with joint compound. ° EMBEDMENT) OR ADHESIVE z Q ANCHORS W/3"X3,A- NOTE: UL #336 EXGEED5 CURRENT FIRE CJODE U o 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type 5 Screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WASHER PL ® 24" o/G. STANDARDSANDREDUGE5 .SOUND TRANSFER �--_ �RED,� "H" Studs and with Type W Screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING Ip G�S�"BERrcRoy� 6A. Glip placement (Item 6) for Separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H1. AND DOORS ° ° y 'A Studs. 65. Glip placement (Item 6) for Separation wa1115 up to 44 ft high. Space clips o5 described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. 6G. Clip placement (Item 6) for separation woI115 up to 66 ft high: Space clips o5 described in Item 6A for upper 24 ft. Space clips 05 y - ° a ° UNIT l odescribed in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 in. OG verticall 11 ° a4 ° 3 ❑ �0 X810 4' between wood framing and "H" Studs. 8 UNRATED SIDING (TYP) FNEW� 1. Non-Bearing Wali Partition Intersection -- (01ptionol) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. Stud not►ed together with two Sin. long 4'-0" MIN. 4'-0" MIM(. HORIZONTAL #4 ° ° c ° (MODE T B JOB NUMBER IOd nails spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max 16 CODE SECTION 106.5 EXCEPTION #31 L a < L in. OG. vertically. Intersection between partition wood 5tud5 to be flush with the 2 by 4 in. studs. The wall partition wood Studs are to be BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: CODE 5EGTION 10b.5 EXCEPTION #2 2016023 framed with a Second 2 by 4 in. wood Stud fastened with 3 in. long 10d nails spaced a max. I6 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHING AT FIREWALL END 8" WIDE x UNSPRINKLERED BUILDINGS: FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" 2 HR FIREWALL SEPERATION DETAIL @ GARAGE 5 IT l 4 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 5IDE5 OF FIREWALL � U� SHEET NUMBER *Bearing the UL GIa55ification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS FW2 CL 2 HR FIREWALL SEPERATION DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336; _ 1 (DU) - 2 Last Undated on 2010-10-21 FW2 _ (MODEL B 1 N.T.S. AT FLUSH GONDITIION TEST #RAL-TL-88-3�0, STC - GO 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED