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HomeMy WebLinkAbout42550-Z o�p EF�t'�CdG Town of Southold 5/9/2019 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40371 Date: 5/9/2019 I THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 14 Millstone Ln Unit 7, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/3/2018 pursuant to which Building Permit No. 42550 dated 4/9/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, screened porch, covered porch and attached two car garage as applied for. (Unit 7) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0061 4/15/2019 ELECTRICAL CERTIFICATE NO. 42550 1/9/2019 PLUMBERS CERTIFICATION DATED 4/16/2019 VSuffoumbing9?nt- riz S gnature sUvFotsaF ,rTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42550 Date: 4/9/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: Construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#7, B-2 model) At premises located at: 14 Millstone Ln Unit 7, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-7 Pursuant to application dated 4/3/2018 and approved by the Building Inspector. To expire on 10/9/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 uin pector l 4 Form No.G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ,765-1802 APPLICATION FOR CER'T'IFICATE 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 I. Accurate survey of property showing all property lines,streets,•building and unusual natural ural or topograph muses: 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'bui]ding$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. � 3 New Construction: Old or Pre-existing Building: (check ne) Location of PropertyY. I j-&, 1-Iouse No. Street A. 1-Iamlet Owner or Owners of Property: �1,�M ID ` ,Q�, n Suffolk County Tax Map No 1000, Section Dd; . � Block ® ,� ® Lot ��S bdivision f'� t� !�� LJI-7 � — �"�- Filed Map. Lot: Permit No. Lf2- D"IW—I, tf P _ Applicant: Health Dept. Approval; 2 Underwriters A -- pproval: Planning Board Approval: IRequest for; 'Temporary Certifiinal Certificate: V Ahca ji - Fee Submitted: one) CONSENT TO INSPECTION g the undersigned, do(es)hereby state: Owner()Name(s) That the undersigne (' ) red a wner(s) ff the premises iq4e T w of - Southold, located which is qhown and designated on the S4110#County Tax Map as District,1000, Section Block Q Lot__ That the undersigned(has)(have)filed, or cause to be filed, an application in the Southold Town Building Inspe for-s Office four the,f, llowing;, 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: 2 ' v i a ure) ( r nt Nan (Signature) (Print Name) pF SOUTH®� Town Hall Annex 411 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179, Southold,NY 11971-0959 ®l�� � a® roper.richertatown.southold.ny.us ®� 9 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 14 Millstone Ln (unit-7) City. Cutchogue St: New York Zip: 11935 Budding Permit#: 42550 Section. 102.1 Block: 1 Lot. 7 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 39 Ceding Fixtures 14 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 17 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt30a Emergency Fixtures Time Clocks Disconnect 150a Switches R31 Twist Lock Exit Fixtures 11 TVSS Other Equipment 2-combination smoke / co detectors, 6-ARC fault circuit breakers, 7-combination GFCI/ARC fault circuit breakers,2-bath fans Notes* Inspector Signature: ,�iL Date: January 9 2019 81-Cert Electrical Compliance Form.xls Ig SO Town Hall AnnexC<:> Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTH OLD :C MAY 8 2019 CERTIFICATION T. Date: Building Permit No. LU I Owner: k\Y�6'p LLC (Please print) Plumber: A C (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. --7 (Piw6ers Signature) Sworn to before me thiskill") day of APiu 20A ANNA FIORITA Notary Public,State of New York Reg,No.0IF16368364 Qualified in Suffolk couKty Notary Public, COUnty 9ornmission Expires_W144WI Liv �ycOUNTV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: " DATEj//qh95INSPECTOR SOP SOUL # * TOWN OF SOUTHOLD BUILDING DEPT. couIffov ' 765-1602 - INSPEC ION [ ] FOUNDATION 1ST [' ROUGH PLSG. [ ] F UNDATION 2ND [ ] INSULATION [ FR ING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] CAULKING REMARKS: _ �r ell DATE INSPECTOR TV00 vn�� �o��OF SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. ycou765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]3laECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: vuw dep*,-eksv�W�OYA Gv Q yI[ O'ov, - � I A&L Iff vj/Ni 4w&f A- DATE INSPECTOR ho��OF 50Ulyo� # TOWN OF SOUTHOLD BUILDING DEPT. Comm, 765-1802 INSPECTION qp Z, � � [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION �(, 6 [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: / DATE /� INSPECTOR7' f # TOWN OF SOUTHOLD BUILDING DEPT. courm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IULATIOI1N�N [ ] FRAMING /STRAPPING [ FINAL Atb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]4 ((CAULKING REMARKS0� - - �Iu Y l� LIZ06.,01 �Avt�� ao �M4 VMA *�" upw gm6A -1�h DATE INSPECTOR wri htsoft� Manual S Compliance Report Job: g Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email:rb.delfino@energytestingservices com • • • For: 14 Millstone Lane Cutchogue, NY 11935 C0�611n6i 'E-quipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 102%of load Latent capacity: 5400 Btuh 216%of load Total capacity: 18000 Btuh 121%of load SHR: 70% • • e Design Conditions Outdoor design DB: 10.0°F Heat loss: 28094 Btuh Entering coil DB: 62.6°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 600 cfm Output capacity: 36800 Btuh 131%of load _.. Temp. rise: 0 `F nD 7 MAY 8 2019 lu,. Meets all requirements of ACCA Manual S. wrightsoW 2019Jan-04 14:37:07 s► RightSwte@ Universal 2018 18.0.32 RSU20066 Page 1 ACCI� mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces. W • Form Residential - - RIPER 1 ACCKfor - • (Loads, • • 15 Mar 09 Nr Cmi�axig CaiFa2rs dlurvra Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes El No Mechanical license- or MJ1AE Form*(and supporting worksheets): Yes [] No OEM performance data(heating,cooling,blower): Yes E] No Building plan#• Manual D Friction Rate Worksheet: Yes El No R Duct distribution sketch Yes r-1 No Home address(Street or Lot#,Block,Subdivision):14 Millstone Lane Cutchogue,NY 11935, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature. 68 of North,Fast,west,south,Northeast,Northwest,Southeast,Southwest Total heat loss. 28094 Btuh Number of bedrooms- 2 Conditioned floor area. 3299 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature, 83 *F Indoor temperature: 75 °F Windows R-1 0r Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain. 14083 Btuh Internal shade. none E. Latent heat gain: Blinds,drapes,ete 9 2840 Btuh ve Depth Window Total heat gain 18922 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION (IRC ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type, Gas furnace E%ipment type. SplItAC Heating cfm: 600 urnace,Heat pump,Boiler,etc it Conditioner,Heat pump,etc. Cooling cfm' 600 Model: Generic Model Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at wmterdesign outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity. 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow. 600 cfm Longest supply duct. 246 ft Duct Materials Used Equipment design ESP. 0.60 in H2O Longest return duct: 83 ft Trunk duct Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct. Round flex metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, . Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -FkF wrightsoft* Right-Suite®Universal 2018 18.0 32 RSU20066 Load Short FJob: -��- wrightsot't°' Form Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-2442627 Email rb delfino@energytestmgservices com ® • • For: 14 Millstone Lane Cutchogue, NY 11935 0 - • e • Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD(°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CLI 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Jan-04 14.37 07 �CC� mor WP Q� O Right-Suite@ Universal 2018 18 0 32 RSU20066 Page 1 Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces: W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2019-Jan-0414.37.07 ti aew.rwr�n»mow v Right-Suite®Universal 2018 18 0.32 RSU20066 Page 2 XCA...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces: W Project Summa Job: -� - wrightsoft, Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email.rb.detrino@energytestingservices.com n 0 • • For: 14 Millstone Lane Cutchogue, NY 11935 Notes: :Detign Inforrhation Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 of Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ftz) 3299 3299 Equipment latent load 2499 Btuh Volume(ft3) 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRi ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriHghtsoft" 2019-Jan-0414.37.07 a .w.,• .... Right-Su te®Universal 2018 18 0.32 RSU20066 Page 1 �Cp. .mor Model B2 MAN JSD\Rlmor Model B2 MAN JSD rup Calc=MJ8 Front Door faces: W N Level 2 rRL7_q0prRakIasI L98 cfm &140 cfm Living Kitt!n 105 cfm M bed adiab Pant Laundry 3n rfrn L60 cfm Dining area E\ Mud M bath E;67Im 11 cfm 1\40 cfm CL1 L7 cfm Stair 1 Foyer I`27 cth 2 CL Garage Broan Exhaust Fan Model LI 60 60 CFM Energy Star Continous user timer Bed 2 107 cfm Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services... Page 1648-A Locust Ave Right-Suite®Universal 2018 14 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-244-26272019-Jan-0414.37:16 r.b.deffino@energytestingservtces.com N JSD1Rimor Model B2 MAN JSD.rup N Level 1 6x16 ------- 0 : 8x16 1 1 x 1 1 219 drn adiab 0 Bsmnt Makeup air 60 =219 cfm CFM SkutU 14" 5" model 216� 24x16 24" 8x16 -------------- Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Suite®Universal 2018 14 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935Phone:631-244-2627 2019-Jan-0414 37.16 r.b.delfino@energytestingservices.com -N JSD1Rirrror Model B2 MAN JSD rup Duct System SJob: -��- wrightsoft�^ emummary Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email rb.delfino@energytestmgservices com Project Information For: 14 Millstone Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft • • P - e Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast c 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 st1 • •ly. Tru n k Deta il Ta.' • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st213 st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/ifalic values have been manually overridden r�gl1�U 2019-Jan-04 1487:07 WRi ht-Suite®Universal 2018 18 0.32 RSU20066 nk�ua.re�.�+.u.,x.®,c<..r.� 9 Page 1 RCCA...mor Model B2 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx wrightsof# 2019-Jan-04 14.37 07 ♦W4H(Bnhhe.lw . p Right-Suite®Universal 2018 18 0.32 RSU20066 Page 2 BUN...mar Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces: W GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 January 22, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 7 Permit No.42550 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. yGlenerveny, submitted, ��o ED ARFy���` CA AIA, LEED AP (P 9T� 0238AO y� ® =s— OF NES MAY 8 2019 =Te :t. ,.lrD GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 r ISLAIVDi ,, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 March 14, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest.Pointe at Cutchogue Cutchogue,New York Unit 7 -Permit#42550 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. espectfu ly submitted, D ARC ������gERT C1\Ch,��L�j� Gle C ery , AIA, LEED AP Pri c' al '9 X238A3 Q TFC _N DD M AY 8 2019 GRGH ARCHITECTURE PC $.' },";.i 5, t:trt`y :+=k'i.,•a , z! t�, :�"'_ F'yY� ~'f . .x, r,, 2750 EXPREs S DRIVE SOUTH 21, SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM 63] 864-3395 November 14, 2018 Town of Southold Building Department { 53095 Route 25 -'" AY 8 2019 PO Box 1179 Southold NY 11971 Attn. Ms. Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is-provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM . espectfu I�submi ed, ` F-ED ARC aSRT Glen Chery y IA, LEED AP �' tri►� Principal N � u ' r✓ A'9 023811 Q� T�OF NE�� AMIECHANICALWCORPWORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President i M AY 8 2019 20 Feldland Street, Bohemia. NY 11716 - (631) 563-1298 Fax- (631) 563-2954 Home Energy Rating Certificate Property HERS 14 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2019-04-29 Rating Number: MC106 14 Millstone Ln Registry ID: 034502360 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 50.2 $1165 62% General information Cooling 0.7 $33 2% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $288 15% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.4 $383 20% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 83.1 $1887 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: 88 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes 0 z Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under �< Sealed Attic NA Exposed Floor NA co Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Ht : 1 _l : 1416 CFM50 0 Foundation Walls R-13.0 / 2Meth0o. B wer/�.oor Michael Fauci & 0 /h in v �, �� J �• b Energy Testing Services LLCy 4 Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: .G%% 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 MAY 8 2019 i` 2019 Combustion Safety Testing Form T. Certifiect ame Address::,14 MiRtone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-04-29 Outdoors Temp During Test: 60 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No�✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary Yes�✓ No❑ Type: Furnace ✓❑Boiler❑Heat PumpE[Other❑ -- - `Circle T e_j_T" -_ ial; orst cl 1' z Venting�Tvpe Drat Spillage, s ilia e.', CO ^t- CO' Efficiency, Fuel Tytie. - � - ascal____ _orst.Case _ atu se _alural Rating:95.0 NO PQ ODEo NQNOMO So N/A Pa Pass❑✓ Fail❑ PassElFai10 NSA PPM NIA PPM Yes ❑✓ Type: Standard TankaIndirect Tankless [:1 Size: 75 0 Style Common Vent El Water Heater " Primary: No Instantaneous Commercial See Note 5 below (Gallons) 4 n Q J—Ll ) ) Stand Alone Q✓ s z Venting Tvpe 3' brat S_ip llaQe Spillage(�atur`al) CO- CO E tient Fuel'Type, (Circle T e YP_) (Pascal) � (Wo_rse.Case) ',- (Worse Case) (Natural) EF: 0.69 N[21 PE1O aE]—] N❑M❑S Z✓ N/A Pa. Pass Q✓ Fail❑ PassE]FailFl N/A PPM N/A PPM Oven. Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO z 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 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: 11221 - i--�- Date: 2019-04-29 APPLICANT: S.C.T.M.#: 1000 C, TER 236 (Property Owner,Design PtoFessionai.Agent ru Conttor,Other) }� Loll l STO ATER - DRAINAGE NAME: Section Block lot ' 16 G,9 Date: INSPECTION REPORT PORM �3 t 2(�� �p gggg WORK @� ��p p COMPLETED 'Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITE fl ORK T®BE CBMPIETE® YES NO IATA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing&Area of Proposed Land Disturbance. �,3�� � 7� Motif (Q j � j c. Condition of Stockpiled Soils. � 1—� d� T _f d. Verification of Size& Depth of Leaching Pools. e. Verification of Drain Pipe Installation/Concrete Parging. ( �1 _A4. �'�, RAI N �5 f©x f. Driveway Installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property iWr O—6 p e d3 i. inspection of Gutter& Leader System-Drainage Piping I. I nstalation of proposed Swimming Pool and discharge ring. j �— l' `J��� scc cOm j. inspection of Construction Entrance/StagingAreas?. k. Location of_roposed concrete washout area(s). � 1(� ��� � �; F4 A Final tris ec-bon Resort must be comMeted rinor to .twzince of Ccrtificute ol"Cic-ctrtitinc y `i c a iscaiit Pias ilime ontiony fcir certll'icatton of drainage It%;ta�iinrs � ' �k OPTION*:1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed ir the State of New York. C,- OPTION OPTION$:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage pilling. ,' w OPTION s:& Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION*: 1. OPTION¢:2. _ Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showin {placent &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating ation ' Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. ❑ 1' Town Engineering Department. TOS Review NOTES: TOS Review NOTES: RDSIOrt t DIMSAf COK)TRO-F-5i L S 1, ARROVAG ****FOR ENGINEF.iiJN Altl llE ll f 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 2014Me( �L �� OFFICE LOCATION: AIAn•ING ADDRESS: Town Hall Annex ,���a®F soU� P.O.Box 1179 54375 State Route 25 ® �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) a Southold,NY ED Telephone:631765-1938 www.southoldtowuny gov Ll M AY 8 2019 PLANNING BOARD OFFICE IT. TOWN OF SOUTHOLD `April"25;2010" ' 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 mr-1 Mu FOUNDATION FAWiMM 'FOUNDATION (2ND) ROUGH FRAMING& PLUMBING t i GICs, ; �I INSULATION PER N.Y. 2- ;MA STATE ENERGY CODE EAVM��, S 1, VI Wil►-y' '►� �:�'.� � IA ,�mw)-� MEL ADDITIONAL C• I 1' 22HERY 1 EMAX T w WN . . � � Mja ` r f n TOWN� +'SOUT�IO D —} _ _ = BIIILDII Caz'PBRMIT} VPL-X_ATI0.1J_-CHECKLIST BUILDINGDEPARTMENT need,the following befgW?pp ying? TOWN HALL z Board-ofHealth SOUTHOLD,NY-11971 _.- 4 sets bfBuilding Plans. . TEL: (631)765-1802 _ -Planning Board-approval PAX: (631) 765-9502 '; Suryey Southoidtownny.gov„sR=t°_- '= A' 9R*V O: =Check Septic Form ,N.Y.S.D.E.C. Trustees - C.O:Application Flood Permit Examined 2M(T 'VIE . Single&Separate ; D D Truss Identification Form APR - 3 2018 y � Storm-NatzssessmentForm- . l�� �Y�%LOa�Itll�6VT Approved 20 _ Mail to= Disapproved a/ciG TOWN O iITH®LD _ - _ Phone: Expiration ,20ft -` Bu Spector = - j'' ` _APPLICATION=POI-BUILDING_PES Date / 20� -INSTRUCTIONS _a.This application_MUST-be.completely_f lied in by typewriter or in ink and submitted to the Buildinglnspecfor with 4 sets of plans,accurate plot plan to.scale.Fee according to schedule. b. Plot plan_showing location of lot and of buildings on premises;i`elationship-to-adjoiri hg"premises-or public streets.or areas,and waterways. c. The work covered by this applieation.may•not be commenced before-issuance of Building Permit. d. Upon approval of this application,the Building-Inspeetor will-issue a Building Permit to the applicant.Such a permit shal I be kept on the--premises available-for inspection,throughout the,work. e.No building shall be occupied orzusedkMhole or in part for any.purpose what so ever until the Buifdin 'Inspector " issues.a Certificate.of-Occupancy. ,\ .f,AEvery-building permit shatf;ek ire-if-the-;w6rkiauthcrize&has not commenced Within-12 months after the date of 4'"issuance`orh�s'notb een-completed within,- •irionths froi'n-such Me:If-no zoning-amendments or otherregulations affecting the property,have been enacted in the intenm,the- u"ilding Inspector may authonzin inking the'extensiori of the permit for an addition'six months.Thereafter,a new permit shall be required. APPLICATION IS`HEREBY-MADE.to the BuildingDepartnment for'the+i"s-suaiice of a Building Permit pursuant to the Building Zone Ordinance of the Town°_of-Southold;Suffolk-Coutity,New-York;aft&other applicable'Laws,Ordinances or Regulations,for the construction of buildings;additions,or alteration-s or:for removal nor demolition asiherefwdescribed.The applicant agrees to comply with all applicable-la ws,ordinances,building code,housing code;_andy_regulatio_ns,and_to admit - authorized inspectors on premises and in building for necessary inspections. z (Signature ofapplicant or.n e,if a corporation) -(Mailing address of ap licant) State Whether+applicant is owner,lessee,'agent; architect,engirieer,general contractor,electrician,plumber or builder Name of owner of premises �ltMO✓ ��iV ® aL (As,on-he tax roll or,latest deed) I ` . If applicant is a corpor" ' n,signatur o duly a th zed offic r .: hI �� 1 s 3 + (Name and title of corpo ate officer) Builders License No. _ Plumbers License No. -Electricians License No. = - - Other Trade's-Lieense No. 1. Locationo do yd 'ch ropose work will be done: _ =�'` House Number Street Hamlet County Tax Map No:;1000” SBlock; __ _. ___ _Lok_ ,, i f J Subdivision 4aW44--f6,11u4C Filed Map ti o. q Lot r - • 2. State State existing use and occupancy;of premises and intended use and occupancy of proposed con_struction: a_ Existing use and occupancy - b. Intended'use and occupancy `i't yO a1 i 3. Nature of work(check which applicable):New Buildingy Addition ; Alteration Repair R moval Demolition Other Work- =717A ork=717A J7) (Description) 4. Estimated-Cost flee t(�oi be paid on filing this application) 5. It dm elling, number of dwelling units �, t Number of dwellin>g un is on each floor If garage„nurtmbpr'of cars Call- - c r . .8} 6. If business, c.onimercial or mixed occupancy, specify naturae °�and,extent of each type of use, 7. Dimensions ofekist 4 structures, if any: Front ` Rear Depth Height Number of.Stories • a '�' Dimensions of same structure'with alterations or"a`djitions: Front Rear Depth Height -Number of Stories S. Dimensions ofmntire new coiistruction: Front Rear /U le4 Depth e7f16 /1 Height Number of Stories 9. Size of for:Front ' Rear Depth i 10. Date of Purchase Name of Former Owner 11. Zone or use.district1n which premises are'situated 12. Does proposed construction violate any zoning late, ordinance or regulation? YES NO ; _ f 1.3. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES i NO 14. Names of Owner of premises LSC, Address W Phone No'. 3 478—2&6 -7 Name of Architect ge.0 e4 , Address ZE 4 N. t4Phone Nol 6 46 V — Ififff Name-of Contractor - $ask¢� 44 d&OXr t✓ Address Phone No: 15 a. Is this-,property within 100 feet!of a tidal wetland or a freshwater wetland?`YES NO IF YES,'SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feetof a tidal wetland? *'YES NO IF YES, D.E.C.-PERMITS MAYBE REQUIRED. i 16. Provide survey, to scale,-with accurate-foundation plan and distances-to property lines. 17. If elevation at any point on property is at 10•feet or below, must provide topographical to on survey. 18. Are there any-covenants and r6trictions with respect to th's property? * YES \TO x IF YES, PROVIDE A COPY. STATE OF NEIVtT YORK) i COUNTY 06&1 SS: _ .. • > >- - .. -, _. V4 being duly sworn,deposes and says that(s)he is the applicant (Name of-individual signi 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 said work and to make-and file this application; that all statements contained in this application are true to the best of his know_ ledge and belief; and-that the'work will be performed in the manner set forth in the application filed therewith. Swornto before mzthis day of r 20_LB_. Jwgm Notary Public I HACEY L. DWYER A, S atur f pplicani NOTARY PUBLIC,STATE OF NEW YORK NO,01 DW6306900 j QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,201 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *0 SO�rP.O.Box 1179 54375 State Route 25 � Ol0 Southold,NY 11971 (cor.Main Southold,YNY gs Ave.) Telephone: 631765-1938 www.southoldtownny.gov 'r4UNT`[,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD R�N D FEB _ 72018 MEMORANDUM TOWN OF SOITHOLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcens'ki, Planning Board Chairman Date: February 7, 2018 Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, 131, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a 131 or B2 unit and vice versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant. The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. FFQj,�. BUILDING DEPARTMENT- Electrical Inspector c � TOWN OF SOUTHOLD Town Hall Annex - $4375 Main Road - PO Box 1179 ;Southold, New York 11971-0959 Telephone (631) 705-1802 - FAX (631) 765-9502 1 i roper.richertSa7town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:- , . ,.._. A-e-kr- Date: _ Company Name: Name: License No.: 3 4y6 N email: Qgo Address: [-/.o , 1 dim iv q 11. Phone No. L1 &) is j JOB SITE INFORMATION: (All Informatio Required) p� P Name: Address: e, �' '+• Cross Street: p �, Phone No.; 679 ;ZZ67 Bldg.Permit :email: imm 404- otax Tax Map District: 1000 Section: 104.. 0 ,1 Block: 1. 00 Lot: k>r9,00 "BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: �- 7 NO Rough In Final 'Do you need a Temp Certificate?: CESJ NO Issued On Temp Information: (Ail Informationire wired) S 1 Ph 3 Ph Size: l � A ,# Meters Old Meter# New Servi -Fire Reconnect-Flood Reconnect-Service Reconnected - Underground -Overhead '# Underground Lateral 1 ' 'H Frame ' 'Pole 'Work done on Service? 'Y N ,Additional Information: "PAYMENT DUE WITH APPLICATION Request for Inspection Form.As s 1901.44' (DEED) 1904.80' (ACTUAL), ROPOSED MULCHED NATURE TRAIL NATURAL BUFFER AREA (TO BE ROUTED AROUND EXISTING TREES WITHIN NATURAL AREA)` Ln /!Nr 50BUFFER' /t F J / r SETBACK fr PROPOSED= rJ, NO q COVERED / co 0 14' x 20' 14.1' PATIO (TYP.)' 167 . 1 /, n � ? ,14 t t^ v B 13 12 B1 LA 1131 B r 10 EN EN49 = e7 2�s• J L 19.7 i<�'+ �. ,, R' zryw ,•v.�d;.,it���'f r25i:��!)a,y,. .+ £P°-�'n �,,- �i�.,`�'�-� •�•�`'�.' ,+ tfxY •�5n!(�;''`."�,.�$' S�' �i�"'ib �'�4t�+' 't�.3,+. :,,Z�::,E-} _ _ J x,. '„F.�"R' �,'� ” iS #�.: Y.�• �, . y �N dfi�'� ��'1,`�?'f � p,C•M .:'�•': '+•`� '"S i'r-E' ..•1 •4 �'�'1'. Y autt�,R,!'y� �:�' A, �', A �,r'dry �e�se,'�' �j,+:' l''.i�.:�. :$�1 f 1t, "c.,•�4;." i, �`� s�a,a s '`^, „a` Vit, ,^^ t+x' �, �` � .�'a�-t, '. �',y�i.;�;;zf T, � J �<�', r �"t�'� v�p' x'�v SH "rx ''�* '' a^"� �. ,,.3 ��'b� ��£. �� ^$,' a,3�,<,,r�"„rrr ''jr. ,�,• D �6 /� 1 , � N, � • a�% ��”, t•q��� 1# `�" h �"'���''���'' t � �`�`',e�, gyp! 5` N 4 + �;�•."� i " /Y• e a ! ` ! p. hy�•. f„•d #;b�-1� Tn .a+ •� �Sa��"fjCJ-�'f.'i'1rd4 l��•r,e••r'1az au,,v�rj:'Z�a"F.i; x,S+�;�<>`r�`a Ur.rtyw,VwS+F,.„,E.'�''�'��kqa`d,,•w�,,�e�4,:AJr�3C"'•��,T..,�y,I4vt.,�t n�fb�:�'`,'n�[��. "A''��'h"8:�ny�,���.Ey,;4,ar-,,.,.,,,{.'�_v;�">ka4�"i rfin• '{' .+, Jl• /t -•Pm1 ,{ K, TYPE �,Y^.,� •�a � k1 •:+,�;•'. 5: `vs ,n4.�ar r ,r'�,+f�2.�� 9d"T��:;it�m�+.� l�..f• ,�;: � f '.,t"'•''' +,,i2ri.o a�Yy, L cy •, t.�c 'S� ay ' n- lau'?`, '�' �C,s�.� .,"'+ TYPE B—D r '�'gid M,. `�.��r�t�s :�����d�,.� f�' °�;,•�;, ,y�, - ,,� �i RAMP r� 6D7-1 RD MID.) r') -et •�, ,.•..,; - 4.iAr' 1d hE�', „ �YvY F Q• • 'l. � I "+'".� _ RS` i��''`�t i' Nfi"togs;•�,f��11�yyy�; ^+mw.wh 1 . TYPE B—D ,_ �'. ''�{'°�'�',���” �'��,�,�• :,,, RAMP' `.M :�. , , r, 'tiia ,• y,. �' �'; - T�'Yn4'4�$'y",. '� I^ ry�1 � k�.,,q,C���?'Sr.�fy ;ti^?4Li�?°,.r�• ,'�<•� �, , 'ROPOSED HYDRANT, (TYP.) ;,,Ff — r, LOAD TO BE �"d�� , •� ��� �..����`�'h�.��#;� �w,,; ":�����:,, ,_,.•' _,,.., c� �A'r�r v .�9 f��a�y�w�Z'�'"• airy y,; ':�,�' - tai�irk�. :�1 i VIDENED TO 26 FT. J HYDRANT (TYP) 'M' ny14y ry Jf a� y,`S4�oNh „�^G. %•• ."URc$ 1 _ �• -�<�• � 1 _ Q� - a?rv� �� �� ,�'- ;�xss•� art NU MI t AS FOLLOW UNLESS OTHERWISE NOTED: 1I • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS ;I OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED i :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 0,BE MINIMUM 6" DR-18 PVC OR CAST IRO WITH A • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%• TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT i ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. LL BE C900 BLUE BRUTE DR-18 PRESSURE,PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6' HYDR NT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". . COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3: TESTING qD WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AN dD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ZATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN rER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING, (SEE REVISION, . CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DIET DURING CONSTRUCTION. I SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF I HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS IES TO MAINTAIN ALL REQUIRED VERTICAL REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. I 3E INSTALLED UNDERGROUND. Habitable Garage Area Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 C u tc h o g u e 1,3,8,10,12,14, 21,23,26,27,29, ` ! Cutchogue, New York 31,33,36,39,41,45 1,599 363 1,962 Town of Southold 6,47,49,50,52,54, 58, 59,68, 72, 76 No.,, -_Revision,• Date Appvd. j 2,5,6,9,11,13, 13 TOWN/SCDHSREVISIONS 7/28/17 AVL ? j 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, .5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 140,42,44,48,51,53/ 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL 57,60,62,64,66,70, T'- -7-3j7-4i75---- AVL...,._- j 8 SCDH REVISIONS 3/9/17 AVL x 4,7,34,37,43,55, x s� {:�, , YM-; f 1599 380 11979 ea ,; ifF s^ Asa" � :61,63,65,67,69,71 +�•� „1.v"�S.s�ti�-a ,yr �'=:'=c.:'=+fr,r 3n+_h"�-'�'�;.y ,'z':�r'2:�,-,�5;1':+.gip',, �;�4 i 15,16,17,18 1,999 408 2,407 Issued for Date j July 10, 2015 N/A 6,188 N/A 6,188 i SCTM: 1000-102-01-33.3Driwitiq Title f DHS Approval • f SC , 8UFF0L1t-t; NTV DEPARTAPag OF;I� l,T6-9 SERVICES • , PERIL FOR APPROVAL OFFSS; G a OPS(FOR A gNeL41E FAWLY RESIDIaME CWLV 17 DATE., L '_ _ HS W.N0. v�.t 4 . ''w-- APPROVED 0 ��,,� fie Drawing Number ' FOR li (914flQ.9I3#t OF ° pF NE t � } EXPIRES THREE YEAS M DATE OF APPROVAL ���o v. �� ,� �C • C. �� �o } CCr NA n i r Sheet of fes' - i rtes r 9 '2 ?' oNPv�'� r trSSl Project Number 29305.00 SCDHS Reference # C10-06-0013 , -f I I NOTES: ` THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS. PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF _ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION UJ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED �G O SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS Qp OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Q CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, Q S1 ^�• S� RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED 8�1 !O �_ IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRGTEN Q• �� `5` •0' ry•� 'S' h 7J PERMISSION OF THE SURVEYOR THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL cb MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER // •�Or '" ,��• \ N .57, PURPOSE 20, 0 sC9 ^^ \\ 2 HOZ SAO CO� Cw O� S� ��pOQ q0,10, -1>1 lb- .0, ,� A, 51qll I S Cb* Q Cb A�0 W. Cb 00, C�. 7 SD' l d®(.te `} ®fes OF NElq/ O 4• O r% '� � �' ppm �. X z r 0 o � Lo—1 7 -0 1 N Z��� Ai p213 J I � 0 AND 5� 02 SZ 04-26-2016 FOUNDATION LOCATION FOUNDATION AS- ONSTRUCTED SURVEY FOR UNITS 7-8 UNIT-DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT nCUTCHOGUE D TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 10 I= ..,•-� 00,SECTION 102,BLOCK 0100,LOTS 7,&8 NELSON & POPE MAY , 8 2018ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 ryt 'MIS- - - WWW.NELSONPOPE.COM SsildC� TOWN OF SOUTHOLD DRAWN BY: NP _CADD No.:INDIVIDUALS IRV00 26 S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 j 1"=30 DATE: 04-20-18 PROJECT NO.: 00026 14�)s7o NOTES- THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USEAND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, Tw- PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION CJJ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED c. SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE COx CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Q 'r SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS CO/VC OTHER THAN VISIBLE PERMANENT STRUCTURES O SV °,r4O.t k COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR AlS6yr9pA���� .0' \ ry 7�5, ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT _ SHOWN cb Al v,` �J� s��o e°RpFRFR 2Qdo �i 0 //^�°jJ �C/ Som e4ic, 00 v ^ O�� ? Q4' o° ® �° S4•"ti z ��' Q, � ¢ OCT 2 1 2019 � s4, Vis, �� s S�Cb °�4 ry o- G��'N �'Oo� co gee 'ptr 3"z e IS 65026'53" EC) F 5� Q I 0 LA 49.54' M R=275.00' U) I a; L=77.85' 167.99' (ACTUAL) , CID N '0 r'--- — — — — 04-26-2018 FOUNDATION LOCATION 2�= W I W S52055'20"W 01-12-2019 SANITARY AS-BUILTFINALSURVEY FOR � - REVISED SANITARY UNITS 7-8 UNIT DESIGNATION MAP OF COO I �t 03-11-2019 AS-BUILT AS PER HARVEST POINTE CONDOMINIUM 1 mONT S C.H.D.DATED 03-07-19 N Lci o I FILE NO.:471 FILED January 09, 2018 N_ e I c TOWN OF 04-17-2019 FINAL SURVEY SITUATED AT m I � CUTCHOGUE S 40052'38" E m SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 25.43' S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 7&8 S52055'20"W I NELSON & POPE 19.37' �— — — �— _ _ k "w ENGINEERS & SURVEYORS _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Z W ^~ � PHONE(63W 1)4 7-5665 FAX NELSONP p(6 M 27-5620 LL SCHOOL HOUSE LANE ~ DRAWN BY: NP CADD NO.;INDWIDUALSURVEYS o 00020_I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 04-20-18 PROJECT NO.: 00026 , -30� f // �RViO�FR 6.5 NOTES-p. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE �, ^• h• 17�, PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE - B .$' NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 4.7• ryey O $2, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION L/ �V N � IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Q�Q; PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY U 0` Ui J PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED y� //lU $ C'0 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 41 �'0 Ov AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ^ THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Z ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ?9, 0(U _ �(U QU ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION ip \\4 \ I,L�Z iV COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 4 ^ - SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 4�• �� � NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS v Q� 3 SFR�cT R -40, (� ?°, _ Az At OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED O _ `QQQ"P UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED [[[��,\ Q7' S TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE I� �J / /J� C 7), CO M \J= ^ Qy Q'� ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN SUFFOLK O �/ R RTP p pp HEALTH ,p CO 11 ` PLAN DATED 7/21/19 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED _ SI�FF®��COUNTY®EPM a U O'dEEdOT®I°1112A�gM 6a�r�p®Q�2� 4 3•�. QN O�� TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS WORKS FOR e2� If�'tY a�ISe�J v P y� �?p G \ 6$ js, p y -V y THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP APPROVAL OF CONSTRUCTED�9pOU�All9S FOR j� \ F S,°•.� ,'� Q CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR iJ 6 'Lo ! V4m � �u a �N V FURTHER DESIGN A SINGLE FAMILY RESIDENCE S �� � �• G � a ?S �ho o� p R ,( ya is p' kkq Qy.c,- N N G° ,ASO =�,�- PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE tl�9 y ® H.S.®® && �yy J� O., -T ®fes ,Q y� LT T�. v/� � $ 6^ F R.3S h CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, IrUSReL No. e,I e '�a ^O/ / �1 C<C R ((,��/ $ ?' �'A y=,�g SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS C., / ry• OTHER THAN VISIBLE PERMANENT STRUCTURES 4 O`' The sewage dlsposal and Water Supply facilities at this Iocatio ham dean � / COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS '9I/'2yvl'� ^h S`S' { s�o� �Nc� EETE h RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Inspected and!®r cer9ifed @1y Itais Depa�n or other agencies end iaartd to / / RECORDING OR BY ANY OTHER MEANS.OR STORED,PROCESSED OR TRANSMITTED be e�xpp�,,,��FOR p p p�p g p�q 1D P9I� p��a / eO �/ 4 h ?,f, h IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN - °'°`�"P II-®CQ C'S oortl I @ghQF BEl4 ROOnU S. / ���CR" �\ R'� 7? y PERMISSION OF THE SURVEYOR �r (U c -1/1 ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT '0 >.HiQ ^� Q4 / ? ' e ssr• cGN/p �4, e�do SHOWN ALL SANITARY PIPING 4'SDR-35,TYPICAL Craig Kne pier, P.�., Chief _ __•_ __ __- y,/ c� � � `Cy�cF�Q\�R°e^dR°4FR0�•ry��'`�C°���'�ji,�c/��/ / soo'• 0_'vOffice Of VSSt'WaIer1a9 OG�sSQk � `� /^yQQ�a�• Q. SANITARY SYSTEM AS-BUILT TABLE h o �; Q F�as STRUCTURE NAME TIE A TIE B c' QA/ �/ . / 13 UNITS#7,8,9 -Meg- Sq, �• �^ lv y ti ST-1 34.4 71.6 sFR� 4,r, OF IVEtV� ST-2 37.3' 79.1' dO' '. y .�� �pAVlp p . LP 41.6' s ol CO O� F --� :tile-;=-i, ,- '� rF 2�• ah �.ti r- (7 1. r � � I co ir I s A P e D _ __, lr O�' Q^� 'F°yas�°'' ' Qr J^ ` g •: - �,-- �ry. oRyC4OStiT ST_ `ti ;7hQ' �0-05021 Sp9HV 8 2019 S.T. . y0�� t,0ND • �o^i pQe •o.,,e. O a ^p 04-26-2018 FOUNDATION LOCATION f SANITARY AS—CONSTRUCT D PLA 4FQ �' 01-11-2019 FINAL SURVEY UNITS 7-9 UNIT DESGNA ON MAP OF 01-12-2019 SANITARY AS-BUILT QQ2 REVISED SANITARY HARVEST POINTE Cfan N 1 OMINI13 1 svds O 03-11-2019 AS-BUILT AS PER FILE NO.:471 FILED u , 2018 S C.H.D DATED 03-07-19 SITUATED AT ��_F ® �� JJ CUTCHOGUEi �GF YEA f � 1 TOWN OF SOUTHOLD,SUFFOLK COUNTY,N —� (. S C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 7,8&9 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S i NELSON & POPE UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA € - i ENGINEERS & SURVEYORS -7 _ _ _ = R10-17-0061 1,599 S.F. 380 S.F. 1,979 F. Y• 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 8 R10-17-0062 1,599 S.F. 363 S.F. 1,962 S.F. _ �� PHONE(631)427-5665 FAX(631)427-5620 9 R10-17-0063 1,5995.F. 363 S.F. 1,962 S.F. WWW.NELSONPOPE.COM DRAWN BY: NP CADD NO.:INDIVIDUALSURVs SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 04-20-18 PROJECT NO.: 00026 V,=30' I Un 1,4-6- APPR VEDAS NOT D Blower door DATE: B.P.# '55D -�L� aS5 and ductwork FEE:- �esting required. BY: 7-7 NOTIFY BUILDING DEPA T AT . 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Must provide Manuals 1. FOUNDATION - TWO REQUIRED D9 J and S as per FOR POURED CONCRETE 2. ROUGH -FRAMING & PLUMBING NYS Energy Code 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE Fire separation REQUIREMENTS OF THE CODES OF NEW required as per YORK STATE. NOT RESPONSIBLE FOR IM DESIGN OR CONSTRUCTION ERRORS. Code COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF GJrN1BER CtRTIF7C-ATION : D-CONTENT BEFORE SOUTHOLD TOWN PLANNING BOARD 4'L 4TIFfCA..E OF OCCUPANC Y L T�E,� SOL'D R USED IN WA TER. .�urs_a ,S6PPLYSYSTEM CANNOT XOEED 21- 10 OF 1% LEAD. OCCUPANCY OR PLUMBING",. USE IS UNLAWFUL ALL PLUMBING WASTE &WATER LINES NEED WITHOUT CERTIFICATt TESTING BEFORE COVERING OF OCCUPANCY ELECTRICAL ONSPECTION REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. DO NOT PROCEED WITH FRAkIING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. GRCH ARCHITECTURE PC ,.%�n 5s-+°., "'a:' �+ sir�•- �v-"'-' ,", g. .€'r `W' " ';i#;�i;rI " 3750 EXPRESS D SOUTH a t SUITE 202 ISLANDIA, NY 11749 a.�,l;FSra'N.' a.,:.,x`fn.�a::`.i�va" '7 k,�k;, .�af'�An�'''r.'�'.,3i�m✓.e "air'�:':.'er,..w.5�:.,,i�M':1N7",,'r¢. �'A W W W.GRCHARCHITECTURE.COM $3l 8$4-3395 March 12,2018 Town of Southold Building Department 53095 Route 25 Southold, NY 11971 Attn. Ms.Amanda Nunemaker Re: Harvest Pointe at Cutchogue Models B,B-1,9-2,C and Alternate Elevation Documents Dear Ms. Nunemaker: Please note that where stated on: Elevations: "Centerline of 2-hour separation wall" Foundation Plan,Floor Plans, Roof Plan and Building Sections: "Centerline of 2-hour separation wall per UL#336 Sheet FW2: "2-Hour Firewall separation detail" UL ailed is a 2-Hour Firewall in this application. ZRespectful submitted, �D ASL' T ®� -Gle fier�ve i,AIA, L ED AP Pri ipalr �......::_- = NAT , q 38�° .y TABLE R405.1 3302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic F- 2017 YORK STATE U FOR CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System Z ATE CODE SU PUBLI.SFIED JULY 2017, 3316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 2017 NEIN YORK ST PPLWENT ( EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in UNIFIED SOIL VOLUME W CODE floor-ceilin assemblies under the followin circumstances: 3316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION CHANGE 2017 NE�Y YORK STATE ENETtGY CONSERVATION CONSTRUCTION 9 9 bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2 o 2017 NEIL YORK STATE EIVIRGY CONSERVATION CONSTRUC110N CODE SUPPLWElfT (FORIrIERLY K O" AS THE 2016 NVSE:CW, REMISED 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 ❑ � R 302.1.12.1 Materials. Draftsto In material shall be not less than 1 2 inch sum board, 3 8 inch wood structural anels. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, N 2016, EFFECTIVE OCTOBER 31, 2017) PP 9 / 9YP / P 3316.4 Thermal barrier. Unless otherwise allowed in Section 3316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FINES GOOD Low Low � •r�, U � 2016 NnRC (2015 IRC 2ND PRINTING) barrier of not less than inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW Z U 0- s 2016 NnEC (2015 IECC 2ND PRINTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the fallowing apply: LITTLE OR NO FINES ��''1'I 11 TITLE 19 WMR PART'S 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural pone) membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW _0 W N , Exce tions: LITTLE OR NO FINES �1������� L O a) m SECTION IR101 P 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � ` -- � � �t U E 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 LITTLE OR NO FINES GOOD Low Low U N +-+ a� � rn inch sum board. GM GOOD MEDIUM LOW � 1� 0 0 gyp SILTY GRAVELS, GRAVEL SAND SILT MIXTURES 3101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section 3303 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 I- i= N m Z replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3Y inch. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW i �U)i5 °i plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U Q W N M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and on accompanying smoke developed index of 450 or less when tested in GRouP 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW = '. � m R105.2 Work exempt from permit include retaining walls that are not aver 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. SLIGHT PLASTICITY ❑ 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 Of to illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section 3317 Protection of Wood and Wood-Based Products Against Decay CLAYs To Low 3109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due n location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. 2 building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum a is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section 3305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 3109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 3322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4i 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 3405 Foundation Drainage R202 Definitions: h h f not less than 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 retain earth and enclose habitable or t r' hat is continuous 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 e g t o 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 usable s ace I w Z Continuous Insulation: Insulating mate lal t 9 q p s located be o grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 30 inches at the showerhead. g, 9 P P P j 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, irders, ducts or other obstructions in basements containin habitable s ace shall be ermitted to ro ect 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 sand gravel mixture with soils according U h oastal mean hi h water line where the ultimate desi n wind s eed finished floor. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of t e c g 9 P ific hazardous locations for the ur 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, os detailed in Table 3405.1. � 3308.4 Hazardous locations. The locations specified in Sections 3308.4.1 through 3308.4.7 shall be considered to be spec P P that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers W (Vult) is 130 mph or greater. of glazing. �. 3308.4.2 Glazin Ad scent to doors. Glazin in an individual fixed or o erable ane) adjacent 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 9 1 9 p P 1 Section 3406 Foundation Waterproofing and Dampproofing W of this code stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations bottom ex osed ed a of the lazin is less than 60 inches above the floor. P P 9 9 g facilitate emer enc res once. Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic wa , a 3406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the International Building 9 Y P Y P 9 P Y 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement � Code. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. Section 3321 Elevators and Platform Lifts W R308.4.6 Glazin adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfilll 0 9 i R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME u n 3301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 3301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. heiog t and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage whiffle avoiding infiltration of fine soils. A17.1 CSA B44. F_ M conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: � r .J he remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. 3408.1 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 3322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents withiln 3 feet of each corner of Section 3310 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. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND 3301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". W speed in Table R301.2(1) as determined from Figure R301.2(4)A. RESCUE OPENING PER SECTION 3310. (Egress window & window well) and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard T� R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. ►� 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 3502.2.2 Blocking and els a orine Blocking for fastening panel edges h fixtures shall ra a minimum of utility grade Ilumber. Subflooring shall be wood TABLE 3301.2(1) g g y structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. II��� CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the �� F4 the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. / , GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean and width of not less than 36 R502.6 The ends of each joist, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches on �"'_� FLOOD 3310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal protect on R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing 1 9 / 9 SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN REQUIRED NT HAZARDS Freezing Annual inches. The area of the window well shall allow the emer enc esca a and rescue o enin to be full o ened. a liances and lumbin fixtures; ducts stems; and other service a ui ment shall be located at or above the elevation re uired in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. O .� LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED Index Temp 9 Y P P 9 Y P PP P 9 Y q P q 9 3310.2.3.1 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 3322.3. 3502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attalchment to band or rim joist. � w Region Debris window in the fully open position. Ladders or rungs shall have on inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recolmmendations or as shown on these MODERATE SLIGHT TO 10 3310.2.3.2 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. '.I ❑_ 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 an a roved alternative method, effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n m PP 9 9 PP 9 9 p P P Y 9 9 Exce tion: A drains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. rofessional where re uired b the statues of the urisdiction in which the ra ect is to be constructed. 3301.2.1.4 Exposure category. p 9 Y q g P q Y 1 P l T 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Sail Classification System, Group I soils, as detailed in Table 3405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate ❑ l..{� p 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 3506 Concrete Floors (On Ground) R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the 2. Exposure C. Open terrain with scattered obstructions hawing a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind 3311.7 Stairways R506.1 Concrete slab on grades to be min 3-1/2 inches thick. elevation required in Section 3322.2 or 3322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 600 feet from the 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 consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace sla assin 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 P g 3. Exposure D. Flat, unobstructed areas exposed to wind flawing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 1h inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. feet from the unobstructed area. including treads and landings, shall be not less than 31 X inches where a handrail is installed on one side of 27 inches where handrails are rovided on 1. Be used solely for parking of vehicles, building access or storage. U P Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-graven mixture soils classified as Group I 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section 3322.2.2.1: (/j both sides. according to the United Soil Classification System in accordance with Table R405.1. Z) 3311.7.2 Headroom. The headroom in stairwa s shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured R506.2.3 A - h I t I int n h 3301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported Y on the exterior of the enclosure walls. Vapor retarder. 6 ml (0.006 Inc ) poyehyene or approved vapor retarder wth 10l slapped not less thal 6 Inc es shall be placed between F-- bearin wall stud het ht ermitted b Table R602.3 5 . Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not hove a vertical rise larder than 147 inches (12'-3") between floor levels or landings. the concreteifloor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q g 9 P Y ( ) 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 engineered design shall be provided for the wall or wall framing members where the limits of 3311.7.5.1 Risers. The riser height shall be not more than S 1/4 per supplement. utility buildingg and other unheated accessory structures. � Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su leant. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design resist wind loads shall be in accordance with the International Building Code. P P pp flood elevation, each area shall have openings. F' U R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 % inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section 3602 Wood Wall Framing Z R602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3 1 throw h R602.3 4 Wall sheathin W 3302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section 3302.2, Item 1 or 2. The common 3311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. 9 P ( ) 9 ( )• 9 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity. Handrails far stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). n shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. 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 241 inches. Each tread shall have a depth of not less than 64 inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than 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 322.3.3Foundotions. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. and Coastal A Zones shall be supported on pilings or columns. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall hove 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 3 on Mezzanines - TABLE 3302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION AST NTNG (a,b,c,d) TYPE EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, romps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. r 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 •� tit - - - � ti R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. f- M o r WALLS >_5 feet following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL Q N N cy ri t` r- cli ,ri 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, D r- N N ri ri ai .- PROJECTIONS FIRE-RESISTANCE RATED i HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened columns and posts. OVER PARTITIONS position. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 FACE NAIL TABLE 3302.1(2) Exceptions: ( ) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or portions thereof are not required to be open to the roam in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. • enclosed space is not greater than 10 percent of the mezzanine area. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER 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 TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL 1 HOUR 0 feet b Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ' wALLs FIRE-RESISTANCE RATED y Section 3310.2.1. RAFTERS TWO 16D COMMON. END NAIL � NOT FIRE-RESISTANCE RATED 3 feet 8. STUD TO STUD NO AT BWP z Z f Section R313 Automatic Fire Sprinkler Systems ( ) 16D COMMON AT 24"O.C. FACE NAIL U) (L g R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z Z 0- z z z O 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 O O I O O J w assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL Q > a g R302.2.2 Parapets for townhouses. 13D. > > W S > N � 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL w m m U Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-160 COMMON (24" MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL co ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. Section 3403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL N each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less 3401.4.1 In lieu of a cam tete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, cls a sand, silt ravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o P 9 9 P 9 / 9 Y YY Y 9 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 or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cls or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL `4 walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin Is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their Y y g P P 9 g P g P Y Y 9 � YP p P P any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL 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 (,�� 3302.2.4 Structural Inde e l shall. Each individual townhouse shall be structural) inde endent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL [�] p Y P Section R314 Smoke Alarms 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON @ 6"O/C TOE NAIL Z Exceptions: R314.1 General. Smoke alarms shall con I with NFPA 72 and Section R314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. W PY 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 0 1. Foundations su ortin exterior walls or common walls. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% ( ) � PP 9 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 cD 5. Townhouses separated by a common wall as provided in Section 3302.2, 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 16D COMMON AT EACH JOIST OR RAFTEIR. FACE NAIL O ;� m R302.3 Two-famil dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. y 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and .J o - i w r ested in accordance with ASTIM E 119 or UL 263. Fire-resistance-rated floor ceilin and wall assemblies shall extend to and be R 403.1.6 foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Yz inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W � W fire resistance rat ng he e t / 9 1. In each sleeping room. 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 separate sleeping area in the immediate vicinity of the bedrooms. p p 8D COMMON (SUBFLOOR) supports (see note f) W w W the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and _ ❑ 1 = Q 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. FSI U 0 t P P 9 Y a. All nails are smooth-common, box or deformed shanks except where o#herwise stated. Nails used four framing and sheathing 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 3314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in Z connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter off 0.192" (20d common nail), (� 13• a location required by Section R314.3. TABLE 3404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. 4 R302.3.1 Supporting construction. Where floor assemblies are requirred to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. 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 rr 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 ❑ w `v 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 inches on center to gable end wall framing. from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ Duct Penetration. Ducts in the arae and ducts enetrattin the walls or ceilin s se aratin the dwellin from the garage shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) 3302.5.2 9 9 P 9 9 P 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 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. S 8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY II I wi h ection R302.5. R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor (plus roof/ceiling assembly. Exceptions: tit U 3302.6 Dwelling-garage fire separation. The garage shall be sepmrated as required by Table 3302.6. Openings in garage walls sha campy t S Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, H 0 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 2 rade studs su ortin a roof load with not more than 6 feet of tributo len th shall have a maximium wall het ht of 18 feet when H' 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 9 PP g ry g 9 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 3602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overlo In at cornerrs and intersections with bearin Z W 3302.6 Garage ceiling: 5/8 type X gypsum board 3315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in P P PP P P P PP� 9 9 � � � partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z Q accordance with UL 2034 and UL 217. � v 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 R315.2 Where re uired. Carbon monoxide alarms shall be rovided in accordance with Sections R315.2.1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (7 0 o W finishes shall have o smoke developed index of not greatelr than 450. q P R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Matching & bored hole limitations for U) t �(, 3315.2.1 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 �; 3302.11 Fire blocking shall be provided in wood-framed construction in the following locations: W r`'f SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure 3602.6(2) Notching and bored hole limitations for interior non bearing walls & figure 3602.6.1 top plate G � 1. In concealed s aces of stud walls and artitions, includin furred s aces and arallel rows of studs or sta ered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. ❑ R� P P 9 P P 99 framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails 1.1 Vertical) at the ceilin and floor levels. 2. The dwelling unit has on attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 0 ,L ycQ �� Y 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Fallow manufacturers specifications for engineered products. (figure R602.6.1) 9 ,�t �`r , L 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. r %�4F ''71 2 2. At interconnections between concealed vertical and horizontals aces such as occur at soffits, dro ceilin s and cove ceilin s. X915.2.3.1 One Family Dwellings. p p g g WALL THICKNESS (INCHES) W ��w',I`. 1� -< 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. 8 10 12 ,�11 f c # , 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7 NR NR NR ll. � r. -r� -,_ ,, 4 S products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 9 8 5 ® 41 NR NR �' ',°'' 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 s s ® 41 5 ® 22 NR �/1' ,, ??, '�� 6. Fire blocking of cornices of atwo-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. 9 3302.11.1 Fireblockin materials. Except as provided in Section 3302.1, 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. ❑ 9 I }n 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than a inch. _ 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), I-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. J 3. One thickness of 23/32 inch wood structural panels wiith joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. B NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2 O 1 O 2 5. One half inch gypsum board. 6. One quarter inch cement based millboard. W 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. I�"'r, SHEET NUMBER UNIT 8 UNIT 1 Z (B- 2 ALT- 2 ) (MOD►EL B- 2 ) W COPYRIGHT GRCH ARCHITEC;TUIRE P.C. 2017: ALL RIGHTS RESERVED - .. - -- - - - - -- - - I - 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 IDENTIFICATION SIGN ~ Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) W N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. ;••� WIND SPEED v ult 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD E SPACING (mh) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND/OR TIMBER CONSTRUCTION o p MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause Z) ;:I � 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: N SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE REFLECTIVE RED 6" DIA. 0 �� = (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. U RATING (INCHES O.C.) (INCHES D.C.) ) PANTONE (PMS) #187 0 U a- 2 B C D 2. Plastic not less than 0.36 inch 10.9 mm in thickness. TABLE N1102.1.2 (R402.1.2) Z w s gd Insulation and fenestration Requirements by Component 3. Other approved materials. U COMMON 1.75 24/16 7/16 16 6 12 170 140 135 A plastic pan shall not be installed beneath a gas-fired water heater. F- � Co 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 to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL pp ( 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL �--* r Section 0101 Scope REFLECTIVE � �� � Q o r' � R-VALUE z 0101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. FR practice. 4 EXCEPT WHITE F- r_+ rn CV>. MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 t9 10/13 10,2 ft 10/13 v� (DZ _ R802.11 Rafter or truss uplift force. Section U102 General Definitions N1102.2.2 (8402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Z U �' 3 ai co For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B 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" 1/4„ O L � C M Span (ft) 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE U Q m v to I 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. y COMPLIANCE WITH 19 NYCRR 1264 = ti � Increase x1.09 for itch < 5 12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN ❑ U M (i p / weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,WITH A STROKE WIDTH OF 1 2.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN cfl 8702.3.5.1 Screw fastening. for attaching 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. /" 9 9 gyp 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 and shall penetrate the wood not less than 5/8 inch. 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back 2 81102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM (PMS) #187. a- 8702.4 Ceramic Tile. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with 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 hove a solar-read 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 Table 8702.4.2, q � q ( ) P 9 y q N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) 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 m� exclusive THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturer's recommendations. ( ) q ( ) OR �4 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 SYMBOL TO THE ELEE THE RESIDENTIAL STRUCTURE: PROVIDED, HOWEVER,THAT: IS AFFIXING THE SIGNCTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Y 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. PROMDING ELECTRICAL SERMCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE 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 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. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE O FIBER REINFORCED GYPSUM PANELS AsrM c 1276 electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C location or main circuit location. F- NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: U TABLE R703.8.1 R4 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) ,NM 5/8 INCH THICK ROOF SHEATHING IS TO BE USEDWHEN 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 I ONE STORY Two STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 o.c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z 1.300/4 6'-0' 1 4'-6" 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) 1 L4x3x1/4 e'-o' s'-0' 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. 1-50.5x5/16 10'-0' e'-0' 6'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) Lsx3.5xt/a ta'-o" s'-s" 7'-O" BE OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) O Ln BE SEALED. u' a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LNE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF � m THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. C)c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. Z Qj�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 ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ DOORS SEALED. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, 8703.12.1 Clearances. exterior stud walls, adhered masonry veneer shall be installed: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. w 1. Minimum off 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashingof a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION 8301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". ECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF:: ALLOWABLE TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) STRUCTURAL MEMBER FOLLOWING INFORMATION: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. �,,,,,,,,,,,lI F7 RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER ILINER FOOT DEAD LOAD FOR ROOF FRAMING Rafters having slopes greater than 3:12 L/180 2. LOCATION OF ALL JOINTS. 1�/�. Exception: Walls perpendicular to the line used to determine the fire separation distance. THE DRYWALL. ) O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. y 9 EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. ^ , anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be UNINHABITABLE ATTIC W O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. W ^ w anchored b the use of two 10d nails at ever wood stud spacing. Install flashing and wee holes. The maximum height of the brick veneer above the lintel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED / Floors and ceilings w/ brittle finish L/360 y Y9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. All other structural members L 240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. � HABITABLE ATTIC W FIXED STAIRS: 30 PSF / 4.6. CONTROLLING WIND LOADS. � R703.8.4 Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with plaster or stucco finish L/180 Masonry 5. ADJUSTMENT TO LUMBER AND JOINTCONNECTOR DESIGN VALUES FOR CONDITIONS F veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A S U J E CO 0 S 0 USE co r /'� r = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM 8301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. v �.�/ p g 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ w spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O Flashing hall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other points of support., C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 8703.8.5 Flos g s masonry 9 P PP Lintels supporting masonry veneer L 600 including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE P, SOIL: 2,000PSF Per TABLE 8401.4.1 PP 9 Y / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. > �r R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, 5w, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. P4 inch in diameter. Weepholes shall be located immediate) above the flashing. Section N1103 R403 NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. r , P Y 9 ( ) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � v Systems of building footings. R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. Z) f"�'� not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSS SPECIFICATIONS: I- R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heatingand cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION '1605.3 OF THE INTERNATIONAL BUILDING Q F .� 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 t{z 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: H U At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) W rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) 2 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 on outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE WINDOW/DOOR SQFTAREA WIND SPEED WIND SPEED D = DEAD LOADL = LNE LOAD ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. . . , , U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with ( ) (Prescriptive). PPY ( ) / / Q N1103.3.1 R403.3.1 Insulation Su I and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 76.2 mm In diameter and 10 S.F. +18.2 -1 9.0 +21.2 -28.0 FLOOR TRUSSES SHALL BE DESI,NED TO SUPPORT THE FOLLOWING DESIGN LOADS: accepted engineering practices. greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4/-22.0 +20.2/-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5/-19.0 +18.0/-22.0 NI103.3.2 (R403.3.2) Sealing (Mandato ). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DIESIGN DRAWINGS HALL INCLUDE THE 8802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid ry 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. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the L adjustment coefficient in Table R301.2(3). FOLLOWING INFORMATION: 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION 3. REQUIRED B ALL JOINTS. BEARING WIDTHS. joist spans of 6'-0" and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 4.1. TOP CHORD UVE LOAD OR SNOW LOAD. continuously welded joints and seams, and lacking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. r- r ti A B B R EU ATI O N S 4.4. BOTTOM CHORD DEAD LOAD. uH¢ r-�_ LLjN1103.4 (R403.4) Mechanical system piping insulation (Mandatory) Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13C) shall 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 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. 0 `� `� " " m 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. P D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY p 9 DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. N1103.6 (8403.6) 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 Section 8807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD .O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. E.J. EXPANSION JOINT L.T.LTLAUNDRY TUB 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 9 Y P YALUM. ALUMINUM R. RISER - inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ELEV. ELEVATION MAT. MATERIAL RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framing members to the underside of the roof framing members. Section N1104 (8404) Electrical Power and Lighting Systems < ANGLE EQ, EQUAL S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z o7 9 g ARCH. ARCHITECTURAL MAX. MAXIMUM g Z The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall 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 FLOOR-CEILING ASSEMBLY DRAFTSTOPS SHALL BE co a- s g accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low AT EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFfSTOPPING SHALL DIVIDE THE CONCEALED 'SPACE INTO APPROXIMATELY EQUAL AREAS. 66 Z CO m (D (v a Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. EXT. EXTERIOR SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O Z z access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM SHT. Z o_ BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: co U uj ¢ Wi2 a ¢ N located in attics. Section M1305 Appliance Access BM BEAM M.O. MASONRY OPENING S,S, STAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS 5 S > W >w w w � >w w - N a a IY w a a m m M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. U Section 8902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired orBLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT STRUCT. STRUCTURAL R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING SUSP. SUSPENSION `O FDN. FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR N 1 roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N R 902.4 Rooftopmounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured � CENTER LINE F.R. FIRE RATED D.C. ON CENTER TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. OPER. OPERATOR tested, listed and identified with a fire classification in accordance with UL 1703. Class A. B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FIRM FRAME T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shalt be elevated such that the source of ignition is not less than 18 inches (457 mm) C.J. CONTROL JOINT FT. FOOT / FEET OPNG. OPENING TGS TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. COL. COLUMN FTG OPT. OPTIONAL TOP OF FOUNDATION WALL * V) R 903.2.1 Exposed wall flashing required 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. FOOTING O.S.B. ORIENTED STRAND BOARD TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR 15 RESPONSIBLE FOR THE MEANS AND I-- in 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1 2 inches for every 45 degree bend and CONC. CONCRETE TYp TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE R 905.1.2 An ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, m ry g / GA. GAUGE Z W / COND. CONDITION OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE TO GOOD PRACTICE FOR typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED ( ) W labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. U higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less PY G.C. GENERAL CONTRACTOR TRIPLE * 2 0 CONST. CONSTRUCTION 1 S ONE SHELF TRPL TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF IA REGISTERED DESIGN PROFESSIONAL. than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-0" is required between air exhaust terminations and openings into the building. GEN. GENERAL / O i= CTSK. COUNTERSUNK PC POURED CONCRETE * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m R 905.2 Slope. Asphalt shingles shall be used only on Tarot slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W w C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE W Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L. GLUE LAM PBD. PARTICLE BOARD slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER PL. PLATE > Y underla menta application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT VERT. VERTICAL y pp q PNL. PANEL VERIFY IN FIELD W 1 = a HDWR. HARDWARE V.I.F. Iii R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: � U o 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, complyingwith ASTM F 1667, of a length to C.M. CROWN MOULD gage [ ( )] / ( ) 9 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than HORZ. HARDWOOD PF. PREFABRICATED W WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z C.R. CHAIR RAIL penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 % inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR WD. WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. (51 9 4 less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. � R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/0 WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. 0 v inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. W or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER P.T. PRESSURE TREATED ❑ INGR. IN GROUND 6. In areas where the drowlr`gs do not address methodology, the contractor shall be bound to perform strict compliance with manufacturer's specifications and / or the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DTR. DIRECTION INSUL. INSULATION ' QUAD. QUADRUPLE recommendations. provided on the vertical sidewoll, the base flashing shall be provided in accordance with this section and counterflashing shall be ON DOWN G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of DR. DOOR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any i.. provided in accordance with Section R703.7.2.2. D REF. REFER TO REFERENCE U the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER dimensional conflicts, immediately to architect for corrective measures prior to construction. R 905.2.8.5 Drip edge. A drip edge shall be provided of eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS 0 t 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. REIN 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. F- overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /4 Inch (6.4 mm) below the roof sheathing DWG. DRAWING O m door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof KSI KIPS PER SQUARE INCH Z Z deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrelpancy exists, the contractor shall � � w over the drip edge along eaves and under the drip, edge along rake edges. The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z � / a U P 9 9 p g 9 9 into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall bie of the some character as for similar U' �E-G // U termination clearance. GRAPHIC SYMBOLS n fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 hour hall be located not less than 12 inches from an air opening into conditions that are shown or noted elsewhere on the construction document set. R 1001.1 Masonry p y PP P The vent terminal of a direct vent appliance with an input of over 50,000 BTU per ho s y p g J ^,\ `�� 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and supplier's recommended O S„ and 4 of this code. the building. 1 2 � i STRUCTURAL CALC. REFERENCE installation procedures. n ,,.� R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less 13. The architect has not been retained to perform framinginspections and or field inspection. The architect is therefore nlot responsible for an and all conflicts >1 "�:J ' � ? than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust XX DETAIL REFERENCE O including weatherazation, water proofing and framing with respect to the construction documents. p y i'f. - % r G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers Instructions. Dryer exhaust systems shall be independent of all XX c, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED : Section R11004 FactoryBuilt Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. ,� FLOOR FINISH CHANGE ` I "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS / )` R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 614.5 Der exhaust duct ower ventilators. Domestic dryer exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in dryer exhaust built fireplaces shall be tested in accordance with UL 127. ( ) Dryer p ry p ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEIM IN ANY WAY. 2 � �? " �:'�� R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. n labeled for such use in accordance with UL 127. O DOOR / HARDWARE TYPE >>� (;; ', ..'1. �,f system has been specifically tested, listed and R 1006.1 Factory built or masonry fireplaces shall be equiplped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings X.X _ _ _ XX BUILDING SECTION is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed X,X )()( ❑ 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. � 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 11 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout /22011 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam 6i thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 8 UNIT 7 Q SHEET NUMBER 2 Z I I (B- 2 ALT- 2 ) (MODEL B- 2 ) Cr). [L T2 COPYRIGHT CRCH ARCHITECTURIF P.C, 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, W X 14"MIN Z 66-WO CONNECT KIN6 STUDS TO TOP PLATE ~ ATTACH TO EAM PAIR ROOF FRAMING WRAP 1-I/4"X22 6A.6ALV.COIL 5TRAP C6-wATTAM TO EAGi PAIR 2x ACO LEDGER Vd/2-3/b"x5" LAG P A OVER TOP OF TOP PLATE AND NAIL 2x4 PL 2x6 W E OS-10 X fA"MIN GP OPI'�ItJ6 RAFTERS OF OPPG5INC RAFTERS �� RACER CRIPPLE STUDS U o BOLTS® I6"OG INTO STUDS DBL TO PLATE Ib"D.G. Q SEE Pt1�N� 5M �N 2X BLOCKING U 4J U 51MP50N STRONG-TIE 0 w A35 a EVERY RR AT 2 END BAYS �-• 2X4 STUD WALL OR Z w v ° ° GEILIN6 J015T OR H/5TRON6BAE END TGK5 -" o ca 5IM'S0N STRONb SIPS N STRONG ° ° -- TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. •�+� -10 51MP50N STRONG TIE H2 8D NAILS -TIL'_M5 TIE tib °° SIMP50N 5TRONG-TIE () +-" (D NP, 8d NAILS TYP. RIpcE STRAPS L M ATrklt0 TO EM,N PAR GF OPP051NO RAFTERS. ALTERNATE TO RIDGE STRAP: H3® EVERY RR RAFTER TO STUD AND KIN65 ■r..� 0 > - AOR USE Wfll STWS AND ME IN GOhE31NATION ONLY Wil STl1D5 AI#) (� R STRAPS ARE 1_ REQURFD f f U O R TRI TIES GT PROVIDE 2x4 COLLAR TIE AT (WHEN ALIGNED) .._. NOMINAL D(b OR 2X4 LENDER ARE IDGATED IN 1Tf UPPER THIRD OF THE UPPER THIRD OF THE ATTIC SPADE � � �o ATT SPADE AAD ATTACHED t0 W-H PAIR Oi RAFTERS W/4-IOd NAILS W/4-I0d AT EACH RAFTER) 05-22 5TRAP AT +-+ N} F- y�Z IZAPTMSALIGN S DO NOT ALIGN EACH STUD,SEE (� ri Lo CLU) 01 LSU26 FOR 2x6 RR DETAIL 4 APER O Q X a co LSU2b FOR 2x8,2x10,OR 2x12 U o Fo FRAMED OP G ❑ U M R WIN OR " SIMPSON STRONG-TIE E OR DOOR tS RIDGE 5T�P DETAIL / MIDGE STRAP n TAIL 2x4 S 2x6 (FOR LATH. GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28 ® EVERY GJ STUDS® Ib"O.G. 7NO SPECIAL FT = 2 2x ACO LEDGER KI 3/8"x5" LAG GONNEGTOR5 REQ d r MN N.TS. LOCATE AT // `� N.TS. LOCATE AT VVMY RA)E'M BOLT® Ib" OG INTO STUDS IN TH15 AREA '- SI"f'SGN STRONG SfvPSOtJ STRONG 5TRAPPING TO BE I-I/4 X 22 GA. TE ON SIM Hd / 6ALV.,SEE DETAIL 401.ALL STRAPPING SMP50N STRONG SD NL5 TVP.3'IOD MAY M LSD r APPLIPD / l/x nLr E ,r, �L TO BEAR A MIN.OF l0°ON FRAMING. y -TIE filo OR HIOS ODER I/1"al ATHNb 15 USED. / PORGI 1 ORF f�� t C� PM USE HHM sTLJDs AND USE IN cof✓eMaTtox OILY wf151UDS AID / DETAIL AT ATTIC �t � RPP I NC FETA I L Z AL16H PO NOT A-� qD I I NTS. STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD j AT WALL BELOW(TWO STORY) ROOF RAFTER HURRIGANE TIES - - • • • U) \ e I N.TS. L OCATH�AT EVERY ROOF \ • • 0 Z \ ATT I G _ e STRAPP I NC DETAIL 0 SIMPSGN POST GAP VqQ -4, Ln �2 FOR FRAME GONNEGTIONS 0 • U�Wg3-4 AT RDS DI H.T.S. O -A s (T 2ND FLOOR � MSrc48D3 Z T � �-W M (1)2x PROVIDE 3"X%b"X3" WASHER PLATE AT ALL ANCHOR BOLTS 4-I6d FACE NAILS FROM ❑ v v J STS' OR 4x KING STUD INTO HEADER / MSTG4W SECURED BY WOOD SILL PLATES. ,� 1 COLUMN POST TOP ANGHOR A STARr NAILS THREADED AB OR ROD W/W A5 ER PLANCHOR E.BOLTS MAY BE USED IN LIEU of w END U56TH TEEEEEEEI KT5 LOCATE AT EVERY MOLIA"'N/61ROM MONFECT1oN I-I/V IP HR6M PROVIDE 3"x6•x.o36.6ALV.STEEL PLATE VN/ IV MIN. END 01=5TU? 6-8D NAILS AT CORNERS AND INTER5EGTING (4)NAL5 MIN.IN -� NALS WALLS. 3'X12"X.036"6ALV.STEEL PLATE W/ r LEWTH (IyP.) I 1 12-8D NAILS AT AT BUTT JOINTS IN 5TRA16HT SI MPSON L5TAI2 STRAP W T ��-iJ0 NAILS `fl WALLS WHERE THERE SINGLE PLATE OR HEADER 5-I00 NAILS EACH END AT CLEAR`J'M % 2X6 KIN6 STUDS N.o.N.): EACH JACK STUD101.� LENGTH AGE ONE AT SPANS UP TO 6 FEET 24'MINIMUM LAP SPLICE O BE NAILS TWO FOR SPANS 6 TO 12 FEET 2_1 8 5/S"� A301 ROD THREADED b" BOTH ENDS. THREE FOR SPANS 12 TO Ib FEET 2X6 JACK STUDS N.O.N.): r. PROAIDE MIN.EM PRE-W Liu 3/4" AND I" ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS AT AL MIN.NAILS TWO AT SPANS<b' ���1/$" BOTTOM AT ALL SPLICES TU^l0 AT SPANS FROM b'TO 12' EW�m 15T FLOOR NAILS THREE AT SPANS> 12' W ABU4444 OR ABU66A SEE PLAN cv UNLESS NOTED OTHERWISE ON PLAN (4)NAILS MM. M I 2"X3/8'X3" WASHER PL W/NUT EACH SIDE m (4)NAILSLEWT N. IN 65-22 COIL STRAP UPPER STORY SHEAR CIS l - WALL TO GIRDER , - NATE ANCHOR BOLT DETAIL EXTERIOR WALL ❑ W FLOOR TO FLOOR TIES � I I -- BELOW GONNEGTION J 1n"m HOOKED ANCHOR BOLT W/1" FOR SET BACK WALLS HDU HOLD-DOWNS AND STZONC WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTI ION �A=�AT EVERY STUD \ \ FOUNDATION MINIMUMEMBEDMENT M EXPANSION 13 I4 I� I6 r �: I \ BOLT W/5'MINIMIM EMBEDMENT KT5• N.TS. N.TS. V WL STRAPS UDER SITATHI%PPNM-Sd CG}.CM (OP x 1.5'LM)NAIL5. \ N.TS. WL STRAPS 09R SI-EATHI%PROff-10d 04,10N(0131 x 3"LONG)NAILS. I \\ I \ PEEEEI GOLUMN POST BOTTOM ANCHOR \\ H•TS• COMATE AT Y coLl�Vav 61RDH2 GONN6GTION ROM� ALLOWABLE HOLES - ►� TO FLAT V�Y.WA 8D NAIL®6"0/C AT ALL PANEL E06E5 161) NAIL® 24"0/G U \ PROVIDE Sd NALS TOE NUJ LVL Headers and Beams Z AS M WF4M. HIP RAFTER, IbD NAIL® 24"0/G 1(b 05B OR PLYWOOD W 51MP50N HGP HIP SEE PLAN SHEATHING Microllam® LVL Rc RAFrriR INTERIOR 1.3E TimberStrande and NOTE:WHERE 24"WIDE MINIMUM FULL HEIGHT I (4)NAILS MIN IN CORNER TIE 12 LrN6m LSL hole zone Parallamc�PSL 2 x diameter of the %3 depth U WALL RETURN 15 HIDE AT ENDS OF hole zone largest hole(minimum) BRACED WALL LINE THE 800 HOLDOWN MAY I ` O BE ELIMINATED. PROVIDE TWO(ONE AT EACH IV LENSTH (MN) u bD NAIL®6'OIG _ SIDE)GS-22 STRAPS PER DETAIL 4 IN LIEU OF I 13/4'MINI - - LSTA36 STRAPS SHOWIN IN THE DETAIL. NAIL SHEATHING TO 51MP�ON BP WASHER - - - 2X ACO SILL PLATE. DOUBLE \J INTERIOR In ° o AT ALL PANEL ED6E5 d o SILL PLATE W/8d O EXTERIOR GYPSUM BOARD o rr o NAILS®4'O/G SILL AT RJLL BASEMENTS 5/8 DIA.STEEL ANCHOR SD NAIL® 12"0/G AT ALL Microllame LVL and J ,'MINIMUM BOLT5 MAX.2'-e"OL.. - - - - - 2x b"T VkM Parallame PSL EMBEDMENT EXTEND BOLTS MIN.1"INro G5-22 COIL STRAP ,V%5TRAP TO Rk7ER MEMBERS NOT AT PANEL EDGES allowed hole zone FON.WITH TIGHTENED NUT d �v middle%span 3'x 3'WASHER TO EACH BOLT. (1)1 x b AGQ 5I PSON LTP4 PLATE NALEP TO PROVIDE TERMITE SHIELD SILL SMaLN COL 5TRAP 15/32"05B OR #4 CONTINUOUS BAR SILL PLATE INSIDE CORNER OUTSIDE CORNER L5TA36 W/10-I0d NAILS SEAL AND MAINTAIN 8"MIN. RM AND 5LL PLATE @(6"0/G AT��� PLYWOOD SHEATHING d 1.3E TimberStrande LSL allowed hole;zone d r � r- r- r LOCATED 2'TO b" VkMY WA WMSE6T5. INTO STUD ABOVE AND FROM WD TO FINISHED GRADE BELOW(2 EACH CORNER) FROM TOP OF WALL NAL As PAF rA>u �3D WFCJd. PLAN VIEW PLAN VIEW Iii M C) � r n1 NOTE: General Notes Q ry N N ai r� cT N (ri Tall=2,g80>< COIL STRAPS UNDER 5HEATHIN6 PROVIDE:8d COMMON(0.131 x 25"LON6)NAILS.COIL EXTERIOR I/�� I w I J� I I TO a N N M M (O SEE FOUNDATION PLAN 5TRAP5 OVER 5HEATHIN6 PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. L OIC HALL I �/ /12� /�� G1� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR CORNER DEPTH HOLE SIZE headers and beams only. LAY-OSIER OR R=AISE VALLEY PLATE H I GoNNEGTI ON WALL r- AMINE 438" 1" • Round holes only -� nd 5TORY GORNER GONNEGTORS TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE 17 5TRAAPPINO OF-TAIL �Q� ��L 5to 13/4" • No holes in cantilevers. 1 LOCATE AT EVEKY STUD FITS• HTs N.TS. N.TS. 7'/a"to 20" 2" • No holes in headers or beams in plank orientation. N.T:a. LOCATED AT EVERY 0MIER N.TS. AT10N AS TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as Z rn indicated in illustrations Z Z and tables. (L a A MIN IM OP TWO BRACE WALL LRE9 Oij >tR�M BACH DItRGTION OF A BUILDING. M-LS SR4.L NOT BE SPACW EXI5M OrM AW WALL elIMMNS fl N z Z Z o z z of O O O P O O Z J w MOR(=7FW160 FT APA Zr NAL LS WITHIN A MC SHALL NOT BE OFF5ET BY MORE TW 4 FEET PROM A BF'L BWL LOCATIIONS A� NOTE• TD TGP Lf'PRtY wi1.E.r ULA-��I I NOTE: TO TGF Cr POW WILL r u9m�n > 5 � w 5 > n Q = SCAT®ON FLAOR PLM 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE CL 61KFSGN DTTV HGI P%N AT 66-WSP DRAGED PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER w W ab U A BRACED WALL PANEL(BWP)5t1ALl.BE61N WITHIN 10 FEET OF F}rCFI @D OF A BI"l. THE DISTANCE BETYti�N ADJaGE#tT WALL ENP PADS (TYPE A).[VU A5 REQURFD Wem OP BWP"5 SHALL HOT BE BREATM THAH 20 IST. TFt 2E SHALL BE A MIMMIM OF TNO BNP ON EACH BNL EXCEPT AT to ® AT W*V WALL PETALS G MD D. ■ 3 1/2"WIDE LVL HEADER(SEE PLAN o ® F'Rr+J_I5<I6 MEET IOFIG MAY HAVE ONE 48 OR LON6Ptt BNP. BI"P'S Af2E iYf'IG/VJLY G5-1^15P SHEATHED BRACED WALL PANELS 0 S IOD NAILS AT DTTIZ (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A � \� \ � CONTINUOUS TO OUTSIDE OF PANEL N_ ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. \ \ BHP TYPES ARE INDICATED ON FLOOR PLANS. / \\\ \\\\\\\ \ \\ o ® 3/8'0 THREADED ROD N ® G5-W5P CONTINUOUSLY SHEATHED BRACED HALL PANELS(TYPE A)SHALL MEET NOTE:WHERE 24"WIDE MINIMUM FULL HEIGHT THE HHKH OP TABL.E'R6O2J05. NAIL.IV MIMMIM WALL CONTINUOUS DE MIN DEEP HEADER N) < CONTINUOUS DE1�4MIN DEEP HEADER N) OUTSIDE KING STUD(SEE PLAN '� OUTSIDE KING SND(SEE PLAN d WALL RETURN 15 PROVIDED AT EN05 OF S.�'WATHM NITH M NAILS O 600/G�)AND I200/G(FAD)AND PROVM 2X = LU GS WSP BRACED WALL LINE THE 800K BLACKING AT ALL Uft FIRORTM PANEj_RXIES. PROVIDE 600 POFD HOLDOIN FASTEN J'5HEATHING TO HEADER W/ FASTEN a'5HEATHI%TO HEADER H/ = j" / Z HOLDOWIN MAY BE ELIMINATED. PM DETAIL IW OR 20 AT ENDS OF BRAC.) W4LL L.IFPS THAT DO NOT HAVE 8D NAILS®3'O/G IN EACH DIRECTION N 8D NAILS®3'0/G IN EACH DIRECTION � W HTHM A24'MIMMIM Fq.L HEIGHT NN.L RETURN OR A 4b•HWM 113W 51MP50N LSTA24 STRAP ON BOTH SIDES AND O / TRIM TOP OF PANEL AS REQb � SIMPSON LSTA24 STRAP ON UNSHEATHED EACH OF HEADER To JACK 5T11D W/16-10DNAIL5 FACE W/16-I0D NAILS / / 1 TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF G5-W5Pr T , CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 F FASTEN TOP PLATE TO HEADER W/2 6-1/4"505 SCREWS Q W m ROWS OF Ibd NAILS®3"0/G z ROWS OF Ibd NAIL5®3"0/G z WALL PORTAL 5TRAP5 1/2'FROM EDGE ON W u W HAL AJAGENT CLEAR MINIMUM LENGTH OF O O MIN PANEL / BOTH SIDES(4 STRAPS PER PANEL) ^ HE16HT(FT) OPNG HEIGHT BRACED HALL PANEL J v HEIGHT(FT) WIDTH "L' / / W w PANEL SHALL HAVE A LENGTH'L"OF NOT PANEL SHALL HAVE A LEN6TH'L"OF NOT / 8 28" / / 0 U 51MP50N GNW COUPLER NUT <64" 24' LE55 THAN 16"FOR 8 FT WALL,IV FOR q LE55 THAN Ib'FOR ONE STORY AND 24'FOR 8 64"TO 8O" 32' �_ FT WALL,AND 20'FOR A 10 FT WALL� FIRST FLOOR OF TWO STORY APPLICATION. q 32" / SIMP50N SWSB STRON6-WALL 56 Z 80"TO 16" 3b'' X PLAN FOR ACTUAL LEN6TH X SEE PLAN FOR ACTUAL LENGTH 10 34" PANEL,VERIFY PANEL 15 PLIR IB (' <64" 21" GYPSUM BOARD "GB"BRACED HALL PANELS(TYPE B)SHALL BE Q Q / _ II 38" / � H� Q f 3/8"m ANCHOR BOLT 0R q 64'TO 80' 30" 4B'MIMMIM IN LIit6M ON BOTH SM 5 OF NALL PER TABLE I X - X 12 42" NOTE:DETAIL APPLIES Tro W ^ �� ■ (2)JACK 5T1JDS MIN.OR PER PLAN H (2)JACK STUDS MIN.OR PER PLAN Q BOTH ENDS OF HEADER I...L.( ADHE51VE ANCHOR 80"TO q6" 41' `RGO?J05. 5SGt1RE)� 6YP511r180ATtD WIiH bd GOO1192 NA115, u_ LL / <64" 30" OgI5•X 175'GYPSUM BD HAILS,OR DWE X FDS' O O � •. 10 64"TO 80" 30' NAILS O 7'O/G(9?6F5)AND-1110/0"W). BL�OCIll 15 NOT • r, AT MVPIORTED PAHEi ED6E5 WHEN PM3_5 ARE BLOCKING AT PANEL E06E5 BLOCKING AT PANEL F�6E5 N 80"TO 96' 38 ItSTMI"FIORIZONTALLY. PROVIDE JOIST OR TW56 OR HJI I_ - / " Partial credit for panels 36" to 48"wide per Rb02.10.52 � 1T pL00l DIt2BGTLY ABOVE AND DELON TYPE B NAILS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS / BLOCKING AT PANEL ED6E5 / "L" EQUAL TO ui TYPICALHOLDOHN DETAIL AT CONTINUOUSLY SHEATHED'WOOD FASTEN 1/I6"5HEATHIN6 TO EACH STUD FASTEN 1/16"SHEATHIN6 TO EACH STUD TWO KING STUDS / Or I2" F � (7 GYPSUM BOARD "GB" -TYPE B AND SILL W/8D COMMON NAILS a 3'0/6 AND SILL W/SD COMMON NAILS 0 3"O/C O m FRAMED FLOOR A STUCTURAL PANEL CS-WSP -TYPE A D FASTEN(/Ib"SHEATHIN6T0 STUD / , / z (� NOT TO SCALE PER FIGURE R602.10.5 D NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS®4'01C w PORTAL DETAIL"A'ONLY APPLIES 51MP50N HDU5 HOLDOVN W/14-1/4'505 51NP550N HDU2 HOLDOWN W/6-1/4" j �/ Z � � U N.TS. TO 2 FT TO 15 FT WIDE OPENIN65. SCREWS IN DOLBLE END STUD SDS SCREWS IF NO FLOOR ABOVE. 1 co TABLE 602.10.3(1) BRAGING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2) WIND ADJU5TMENT TO HDU4 HOEDOWN VU l0-ABOV5 U) C] WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2 I/2'm ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. �' PANEL TO 51T DIRECTLY ON TOFF OF W CONCRETE FOUNDATION W�AI L 6IMP60N DTTV HADOAM AT(h-WT NW" HALL HEIGHTS,AND 2 BRACED HALL LINES BOLT WITH 2"x2"X3{6"PL WASHER In'm ANCHOR OR EXPAN51ON BOLT / � � ADJUSTMENT STORY CONDITION ADJUSTMENT OVER WALL END PANELS(TYPE A). fPU A5 REQUIRED BASED ON SUPPORTING FACTOR u x4 BAR DONT IN TOP OF CONCRETE 2 In'm ANCHOR OR EXPANSION BOLT #3S TIERED ARc/ ®II AT DRAGFD WALL PETALS G AAD D. 5TORY BWL 5PAGIN6 CONT METHOD 65 4 BAR CONT IN TOP OF CONCRETE CONCRETE C y�T FOUNDATION FOUNDATION SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION ®I 8 IOD NALS AT DTTIZ EXPOSURE CATEGORY ONE STORY D 15 _T s x4 BAR DONT IN TOP AND BOTTOM , 1( yF,pL�C� ® TOP 10' 2 5 5.5 EXPOSURE CATEGORY TWO STORY G 1.3 PARS IS ANCHOR BOLT OR/e THREADED OF CONCRETE FOUNDATION SIf�I�50N 5Bl/8X24 OR PARI 18 ANGHIOR / ROD W/WASHER PLATE,SEE DETAIL 15/01 5 BOLT OR Ye" THREADED R(OD, ® TOP 20 5.0' 10.0 1 EXPOSURE CATEGORY TWO STORY D lb EXTEND WALL 5HEATHIN6 OVER RIM J015T PAB5-18 ANCHOR BOLT OR/g THREADED SEE DETAIL I5/D1 7; OVER ROD W/WASHER PLATE,SEE DETAIL 15/01 J -� 0ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE FRAMED (D TDP 30 7.0 145' WALL PORTAL DETAIL"B"ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. ROOF EAVE TO RIDGE ROOF ONLY 20 FT 1.6 j FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS Pb02.10.3(l)MINIMUM LENGTH WALL TO BE USED ON FIR5T FLOOR APPLICATION ONLY.PANEL HA5 40' q.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 SIMPSON STRONG WALL REQUIiRES ENGINEERED DESIGN TO -. REGUIREMENT5 FOR BRACED WALL PANELS AT BRACED HALL LINES. WNL TO BE GONTRII3UTIN6 LEN6TH OF 48'TOWARDS R602.10.3(1)MINIMUM LEN6THDETERMINEPANEL AMD • n TDP REQUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. AGAL HORIZONTAL DESIGN MIND N ANCHOR BOLTS DTSGONDITION ROOF EAVE TO R106E ROOF+I FLOOR 20 FT FOR 1.3 IA5FD ON fltST BOOR APRIGATiOH OF1 Y. TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 I I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP SIMPSON STRONG WALL JOB N TOP 60 13.0 21.5' WALL HEIGHT ANY STORY a FT CA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" 3/t3NP ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT OA5 ADHESIVE ANCHOR BOTTOM OF 2 ID 5.0 105 WALL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F 201602 HALL HEIGHT ANY STORY 12 FT I.I C NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 g . rio d4,•�, BOTTDM OF 2 20 9.0 19.0 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W BOTTOM OF 2 30' 13.0' 21.5' NOF BWL PER PLAN DIRECTION AT STORY 3 1.3 (n NUMBER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' 11.0' 36.0' NUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE Lb GYP BD FINISH OMITED FROM INSIDE FACE OF BHP 1.4 BRACED WALL PANEL DETAILS °L HOLDO1�lN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GS W5P ONLY UNIT 8 (B- 2 ALT- 2 ) UNIT 7 (MODEL B- 2 ) Z 20 N.TS. BOTTOM OF 2 60' 25.0' S2S' GYP BD FASTENING ANY STORY 4"0/0 0.1 p_� NOT TO SCALE U) APPLIES TO METHOD GB ONLY W W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: All_ RIGHTS RESERVED EXTERIOR WALL: HATCHED AREA U) HARD(-PLANK CLAP INDICATES LOCATION A A 10'-0" HIP WIDTH (- BOARD SIDING OF FIRE RATED ROOF `""' E30ARTYVEOR EQUAL 3 WALL SHEATHING,4'-0" B2-5 B2-5 W I/2"SHEATHING B2-I FROM CENTER OF 4'-O" 4'-0" 0 DONT.2"x4'BLOCKING 2"x4"STUD WALL Ib"O.G. FIREWALL- EACH SIDE (NO VENTING) (NO VEN INC) RIDGES 0 ALIGN C) 2 2"x4"OUTRI66ER5® 16"O,G, 2 CONT,ALUM.FLASHING W/ RIDGE VENT DRIP(COLOR TO MATGH I RI GE VENT Z FRAMED SOFFIT g % = �T= � _ -.. ,_ L. w 2 4 WOOD TRIM) �� , : KtY #WATER SHIELD A o rn m r 2 T OFA- ALLcn " s .` ,f�1Rt� I()NS'@ INTERSECTION - _- - . 1 T y � ■P� U > o' 5 4x8 TRIM _ + _ T . - - / y 1 ._�- _ _„� b”AZEK TRIM BOARD N _ - /� SPNALT ROOFING _ �, o GUTTERS d LEADERS G 2 �-—�--�a-:1-" � ^-�?.= � •h,� A~ZIjK RKE BD W/- _ .,�- r fn IE _ _ 12 1 , "�" �'/ � �'y- GLITTERS d LEADERS ~ �:�Z u n —��-�,.... _ — _ _1--d.L %`� .�'- - "7�� n W / `��-,�i��__ - `.- -+•=r��_��-='.L.:r�!•„�.•,s -.�_- - .�i_..y Z U 7 Cp Lo ALL GUTTERS d LEADERS SHALL BE BAKED I x S AZEK RAKE BD W/ __ B2-1 �_ y- •HARDIPLANK �-� �, �__+ -�. ."y X�3 Z� TRIM(TYP.) ��,�. �_ �_ _�- r m,��_� ,._ � ALL GUTTERS 8 LEADERS SHALL BE BAKED L_ u)16 M -� . WHITE ALUMINUM .032' MIN.GAUGE, HORIZONTAL 1T -' ._. WHITE ALUMINUM .032"MIIN.GAUGE GUTTERS Q m I"xl2"AZEK TRIM SHALL BE 5"SEAMLESS,O.G.STYLE YJ/ALRL I x 3 AZEK TRIM(TYP) 1 �A$L {DT ROOF BREAK="'=,_ _ n_ K ORIZONT -, T -.g.-,. o v . -x� '-wT. SHALL BE 5 SEAMLESS O.G.STYLE W/ALL CLAPBOARD SIDING _ RELATED 3 REQUIRED ACCESSORIES. LEADERS r.. � Ate/5 ' 6 H _ �- - - I ( - ` -, ALG - RELATED d REQUIRED AGGE550RIE5. LEADERS ❑ DENTIL BLOCK DTLB5x4xl - - - - U "' # SHALL BE MIN.2"x3",.021" GAUGE W/CLIPS t - - "-' SHALL BE MIN 2"x3", .021"'GAUGE W/CLIPS 8 ANCHORS. CAULK d SEAL ALL JOINTS. PITCH s :T�_ 1- �'1 BY"FYPON' OR EQUAL - y �J � _ ., - - _ �,�, -- _ '�^ 12 ANCHORS. CAULK d SEAL ALL JOINTS. PITCH C° N^11NDO DENTIL BLOGK#DTLB5x4xl -_-� � AN NG AM / I .. _ _ --�•--=- GUTTERS MIN. I/S"/FT. PROVIDE P.V,G. _ - - .- --1"x 8 AZEK RAKE BD W/ /GE Tf� 2420 FXF T -__ �--�' T= GUTTERS MIN. I/8"/SFT. PROVIDE P.V.G. 2 5/4'xb AZEK TRIM BY FYPON OR EQUAL l TA R00 �. -_ _._ -_ d RECEPTORS 8"ABOVE GRADE TO RECEIVE _ - .-- -- - I x 3 AZEK -awl ORMER FRONT _ T r� _ ld LEADERS(CLOSED GAP DESIGN). b" HIGH BLIND � 1 T - I I �-- �•o I I _ 1 �-�-�� _ = 1.�„�_-Ta,,,�:,,-.L 12- - -- - - T _ _-- T _ LEADERS(CLOSED GAP DESIGN). FLASH(N -- T - - r- �- - - / 1_'� - — ___ - -�t l— 1 � f l TYP.EXTERIOR WALL: - -- +�, N - I HARD-PLANK SHINGLE ,'EK/ i 6 - ---- _ 2444 _ , ^ - 12 TYVEK OR EQUAL --- - _ - I/2"SHEATHING 1 1 AZEK ---- ----- - _ 4+ 12 _- tfER (GAL /- II +/- II AZTAETII�O= 2x4 STUD WALL lb"O.G. Q) 12'OH -� w _- 2 DETAIL 1_ = � , .�. _ j __ --------- - --- - - - - - - - L _ _ DINING AREA m., I��- _ -�� T--_- �! .I-a,� 1 �al � �w "'` � �OV HIN _ --��r� # ' � - - _ - �'-��..�;� - - - . Ea i y 21- L� P H��_ I, R51;Tf� OF ROOF d VERTICAL z� B2-I � V2��=��-O° PLATE HT. I'-0" -1- �- I- '--��I-!-��- -� �-=�I, _ � - - - - - ,_. �� i�� ��ONG ENTIRE DORMER c� L�-,�+IT � �� ..� �_,.��_,.._._-..._�� _'- , _. _ DINING ROOM / __ -. — - p r-.... J sa.b- _ _ -0"OH=o 1E' 01 LLS.FLASHING TO BE MINS HIGH,- - --- = 011 PLATE HT 1- OH. - - i _ _ - - '� OF DORMER) jj_ Z -`- �_� ____,� 1 Jam- �..� � 11 OH. - - m - 5 HIGH BLIND FLASHiNG-- T =sT � /t ,� r d - _ _ CLOSET GL05ET_ �_ 11 _�, � - - PI A 12 PLATE HT. T �I 1 I_� I_ _- 0 �= I PLATE HT.-F LINE OF ROOF g TRU55 BEYOND i - -�. _ / i// % ;' i/ i%/! !_�- - - LI J'-0°� I O u- Ln 77FT 7= (3) 2x8 P.T. 61RDER I I - = J L , l ® - RIEyyE_ _ ��!._. _��_ = J O ) BEYOND _d : ;1 71TJTYJ�i I- � FRIEZE BD.-' 1x8 FASCIA BOARD � I �� _� I _1 1:1 TI-1- __.I / - ' /i moi, ggl i Ixl2 AZEK _�-� ` __ I I TRIM LUMN® COVERED -L COLUMN GOVERE PORCH BEYOND I 11,I- = I I--�I �,. .-,l.L!_� . _ _ _ i ORGH BEYOND Z IL �- -' 51MP50N U528- FAG FIN. IST FLOOR - _ - __ _ / L 3 E - " - E_ _ I LI LI i - - - _. / ' - ' ��_ -- - ), .�_ ' I I r! ! I FIN. 1ST FLooRMOUNT HANGER ELEV.+0-0 / F N. 1ST F - Lj ,, iii - ./� r11 O (3) 2x12 P.T. GIRDER BEYOND - - - - - - - - - ., 1 ,T I I I I 1x4 AZEK 1 i'1 11 Ix AZEK TRIM BOARD OVER I I I I TRIM ALL I I I SOFFIT I I I I � - - - - - - nlnln 1-O I I I I SIDES I I r ^ r I,11111,1 OH GIRDERS(TYP.) I I i I I I I I I I I m V J v 5IMP50N B652-3/6 P05T El GAP ANCHOR Q I I I I I I I I I I I o w O 10" SQUARE HB46 PERMA GAST COLUMN #46382 W/SQUARE I I I I I I FLAT GAP 4 BASE (OR EQUAL) - I I I I I I ' CENTER LINE OF I I I I I r ) 1 1. CORNER COLUMN TO BE I ( I I I I 2 HOUR FIRE RATED 4' 2'-o Q RE515TANGE WALL PROVIDED W/SPLIT KIT BASEMENT _ - - _ ( ASSEMBLY I I I I _ BASEMENT Q bx6P.T. P05TWITHSIMP50N - 1 - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - -I - - L - -I- - - L - - - - - - - - - - - - - - - - - - - --� - - - - - - - - - - - - - - - - - - - - - L-- - - - - - - - - - - - - - - - - - -I- - - - - -I- - -I 11-_ �' ) I I ABU66POSTBASE (TYP - ALL - - - - - - - - -- - - - - - - - - - - -L� - - - - v GOLUMNS) Z UNIT 8 UNIT 7 W TYP. REAR COV. PORCH DETAIL , B-2 ALT-2 (MAGNOLIA) A A B-2 (MAGNOLIA) F-R')ONT ELEVATION o 3/4"=V-0" B2-I 62-5 B2-5 u _ , Y O i/4 — I-0 A A B2-5 B2-5 TYPICAL ROOFING: 4'-0" 4'-0" TYPICAL ROOFING: PROVIDE STEPPED FLASHING ALONG ARCHITECTURAL SHINGLES 15# (NO VENTING) (NO VENTING) FELT UNDERLAYMENT RIDGE VENT ARCHITECTURAL SHINGLES 15# ENTIRE LENGTH OF INTERSECTION OF 5/8" PLYWOOD 5HEATHING =T � _ '- _ I RIDGE VENT (BOTH SIDES OF DORMER) _ T FELT UNDERLAYMENT ROOF 8 VERTICAL DORMER EXTERIOR — ---- - - - 5/8" PLYWOOD 5HEATHING HALLS. '�" " N °° ��_ L5 FLASHING TO BE MIN b" HIGH HARDIPLANK — # � HARDIPLANK HORIZONTAL CLAP - , - 51DIN6 � TAL CLAP t— - - -T,------T--- -- - —,_ — - - - - -- - DRN6 N 4�1 -- — - _ --s _' '--lel-_•_=-`-- -_.._ _T_ - _ - P - ' �_._ _L ll-p.11 7.6 f _ 411 b AZEK TRIM BOARD r � -- - 6"AZEK TRIM BOARD I z (n / _ L J- �m+� =-d scar=wadi=- -w - h Al p , ,� �, �� DORMER PL HT g z I"x 8"AZEK RAKE BD W/ 12 ��'� fi `- 12 ABOVE 1ST FLOOR z z z o z z z a I"x 3"AZEK TRIM(TYP.) 'p �� " r in u> ¢ G ; q I x 8"AZEK RAKE BD W/ 0 0 12 �� T I"x 3' AZEK TRIM(TYP.) a a � CENTER LINE OF o �- o o � w T—T Q I 5 > > w > > > - - - 12,� _JI 2 HOUR FIRE RATED > - X RE515TANGE WALL w x w w w m m 0 b"DIAL.AZEK — - -- A55EMBLY TRIM BOARD —\12 (O \ -7 _ - � b"DIAL.AZEK �1 -� q _ r -__ (L L a _ ---- TRIM BOARD 3 2420 (MULLED) q'-O" FRONT GARAGE'717- 7- N 11 b HIGH BLIND _ ' �;� '� -_ - y. _�= T - - ,-- / � �� a /- 6" HIGH BLIND I WALL PL HT. N N FLA5H1 6 /- - --- ---•---= ` - - .,' .-���- .- - - -_ - FLASHING _ — — — — — — — — — 1 ALIGNL - >,_Y — b A.�3Dt -, '1-, I �'�'-. — — — — — — — ___ _= BELOW HALL - - �T �! GREAT ROOM -- ----- GREAT ROOM Z PLATE HT. t - - _ - - - 4'-2" 4'-2" W (� - __ I:Irl 11-0" / // ,/. % / I'-DII Ilulll----- u rul _ PLATE HT. J1111� QH. I / / 1111.1 II QII � C0 .7 r W [p] Z III II6' 4" BL WI TH I �, z J t, 1 I6- BL WI TH Q 1/4"=l -� � , _ .- 1 �-�I- ' f _" - _ - o i I 1 I 1 w 6"AZEK TRIM i i - �- - -_�_�- llll�k - b" AZEK TRIM x ALL SIDES - - - L_1 - �- - _� ALL SIDES -0' I I � '' a - I IP _FIN. 15T FLOOR 2015 IRC- R312.2.1 ui If 71 FIN. IST FLOOR ELEV.+O'-0" IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Z Q a 2015 IRG- 62421.8 (503,8) OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24" I Ir--------) I - - - - - - - ABOVE THE FINISHED FLOOR AND GREATER THAN 12" ABOVE U) VENTING SYSTEM TERMINATION LOCATION: I IIII II IIII IIII II IIII I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE LlJ 6x6 P.T. P05T WITH SIMPSON I I I IIII II IIII I I I I I IIII II IIII I I I bxb P.T.POST WITH 51MP50N I EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL BG52-3/6 POST GAP ANCHOR d II II II 6 AZEK TRIM II II II BG52-3/b P05T GAP ANCHOR 8 INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE `� gE SCh 51MP50N ABUbb POST BASE(TYP- I I IIII II IIS I 6" AZEK TRIM I ALL SIDES I I SII II IIII I I 51MPSON ABU66 POST BASE (TYP- I LOCATED AT LEAST 6" FROM ANY AIR OPENING INTO A COMPLY WITH ONE OF THE FOLLOWING: U ALL COLUMNS) I 1 1111 II III 1 I I ALL 51DE5 I I I IIII II IIII I I ALL COLUMNS) I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 OPENINGS THAT WILL NOT ALLOW 14 INCH DIAMETER SPHERE II IE6RE55,11 TO PASS THROUGH THE OPENING IN ITS LARGEST OPENED 1 o I I 1 1111 w ND014 ___ i I I I i i �wDQW, uo BTU PER HOUR BUT NOT OVER SOp00 BTU PER HOUR SHALL BE II 11 � I I I p POSITION. INSTALLE10" 5QUARE HB46 PERMA GAST I I 1 ILL-J�--- I I CENTER LINE OF I L---�L-=JJI 1 I 10" SQUARE HBA6 PERMA CAST I AN APPLIANGIE WITH AN INPUT OVER 510,000 BTUNATION EPER HOUR AND * FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 UMN #416382 W/SQUARE q _LI_ __U I I� 2 HOUR FIRE RATED LI____ _._IJ I 9 COLUMN #46382 W/ SQUARE (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U = " I I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION FLAT GAP 8 BASE (OR EQUAL) FDI — — —Q RE515TANGE WALL ¢ ` FDI FLAT GAP 4 BASE (OR EQUAL) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO U) t 3P,A� I I I FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING - CORNER COLUMN TO BE A55EMBLY - - CORNER COLUMN TO BE INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. ❑ F `� PROVIDED W/SPLIT KIT I I I I I PROVIDED W/SPLIT KIT I AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. ... ....... . ..................: BASEMENT I I I I I I BASEMENT JOB NUMBER - F - - - _ - - _ - - _ - - _ - - _ - - - � - - - - _ - -_ - - - - - - - - - - - - -- - - �- - - - =_ - - _ - - _ - - _ - - _ _- - _ - - _ - -_ - - - _ - - _ - - _ - - _ - - - - - =r - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - -11 - - - - - - - - - - - - - - - - - - I - - - - - - - - - -- - - � - - - - - - - - - - - - - - - - - 2016023 UNIT 7 UNIT 8 U) w A A UNIT 8 UNIT 7 DUET CLUSTER. = SHEETNUMBER B-2 (MAGNOLIA) B2-5 B2-5 B-2 ALT-2 MAGNOLIA REAR ELEVATIONZ /4 (B 2 ALT 2 ) (MODEL B- 2 ) ELEVATIONS D i W 0 GOPYRIC:HT C.RCH ARCHITFCTURE R0, 2017; ALL RIGHTS RESERVED B2-5 Z RIDGE VENT o BEYONDMASTER �' (R-19) BATTS U ��II3 BEDROOM G NTINUOUS ABOVE O U 12 I" AZEK SHEETING Z0 C) cLi too' R106E VENT CONT.BLIND FLA5HIN6 U �f -,— _�- _ _ r- .+ •r rte- x.61-...�. --,.`-' -, Imo. �� -�1- `-- �... _ v •C 2"x 6"NAILER LAB p o INSTALL ICE d WATER SHIELD � rn`� BOLT TO VERT STUD v,a�Z _ PER MANUFACTURER'S DIA X b"LBOLTS -- - Z SPEGIFIGATIONS TO MAINTAIN Q cn PRODUCT WARRAN w a? RID6E VENT TM O o �, v I`� r 1 -� , I -___ , 1 f 1 .r,2_� .:a�. - 1-_.-�.='y-.-�r� — -t�-z�-ter-= 1 _'-�-'-- r - NOTE: TT12 1 . ❑ U ti co 12 < ` __ T , � M �� YWEATHER WHEN TICE 4 HATER HE IN 2"x 6" RR® I6"12 r' �-= r P FAIR AIR L i I . 1 L -!r I I i I I L— 1 ,w L,.a.l _1—r_ ' = 1-�1a1ar� _fir-11= — `=1 OG I , F�-'r-+• , -�= A.__,a.-. fi=r+® -r rT-'R - - C� RIDGE VENT ROOF DECK AND MEMBRANE ( x I I 12 - -- - - G ( 3 ) BATTS n _ LOW.6QR._ - .— � z r -,-� �I w: A 4O°(5G 5.15 _ �__ _ -1 __- e r - �_ --a ems. ��_� ..r + - . �,�� -r��, �• 1 . =L -� � 1�._- --��• � r ��� � � � ;_�_� -.-�- RE A TEMPERATURES OF I � R 0 LINE OF ROOF _ )OR HIGHER. - •- -i3 2 x 4 SOFFIT BMS I p,C �,I p 'I�', 1 II , T r -1---�.�--_�� "'�i'FCJ`7 JfA`�lD: - L41d[l �ymlc�-a�..�-�M.rc_"-„-'.-f'� ��� II OH 2 -�- BEYOND® GARAGE i r --`�-."-�_ �� �_- - _,- ..moi L I - �`- i � _® �r A �-�=-- - --- - -•- L = x :z WINDOW HEADER PER PLAN ALIGN FASCIAS I .-_-_ --•-_---- -- � , - --~--- --� -L- - r _- _- - L�- °r --_ r s+�.—. , 1 I . 1 IuFc�gi=l--- r1�— _ i I 1 --�'- •- .. r a>Z-,s. - __ -`-_ -. -1 `_c...- - r- -. - ,_ -......, _ _ BED_RM#2 11_011_ DIN AREA - -- - _ _ _ GREAT ROOM -- PLATE HT. OH. = PLATE I I _ Z ru - � riurl PLATE HT. O - -- - - -�._L-�- : _ TRANSOM WINDOW - ---�- - I'-0 s:- - - - i {=L �,I-1-�1 _._- - 11 411 1 - i� -I ) I-11� 1. � 1 ' - - � � �[ _� I I BEDROOM #2 _ I � FRIEZE ZEE BD. OH - - - I `- II 1 - - I I = � ------- ---------------L- -�--- 2"x8" ® I6” OG FOR SEAT U �F - ID SQUARE HB�6 PERMA i i i � EXTERIOR WALL -_ -- �- I i - \ � I I I � o `-TSI��� _ � � i CAST COLUMN #46382 Wl i i B2-I � � -� � - O -HARDIPLANK SHINGLE 51DIN6 �__ - - _ Q - I CLOSED CELL SPRAY FOAM LL. Ln o _� -�: _ SQUARE FLAT GAP d = -' - TYVEK OR EQUAL - _ - - - i - DOUBLE-HUNG WINDOW I INSULATION TO COMPLETELY F- �- _ 4 l �.l BASE (OR EQUAL) - O In SHEATHING 1 FILL SEAT CAVITY -7/I6 056 o I I I _ - 2x6 WOOD STUDS® Ib°o.G. �- �' - b - =I = _��-� (- _j_ _ =i CORNER COLUMN 70 BE " " Z -.�� l� i - - - 52)P50N GONDNEGTORS - 6"R-21 BATTS - _ 1 0 ' I ' I � '� PROVIDED W/SPLIT KIT - ❑ I _ _--�_ _-! �-i _ _ SIMPSON H2-5A CONNECTORS 1- - - -- 111 11 111 11 11 - 11 11 -- 1l ---� - � �_ - - - - - I x 12 AZEK TRIM / 11 GYP BD FIN. IST FLOOR _ _ I - -_ i _ - 11 I -� _ _11 FIN. IST_FLOOR BD - _ - , .1=1_-1- ��:111. =I �� - � 1 I �. � - - - - � ELEV.+0'-0" - ELEV.+0-0 3/4" T46 05B SUBFLOOR- 10" SQUARE 1HB86 PERMA I I bx6 P.T.P05T WITH I I GLUED 8 SCREWED -RUN I CAST GOLU4N #46382 W/ I I 5IMP50N BG52-3/6 I I I I �- 1/16" 05B 5HEATHIN6 `' CONTINUOUS BETWEEN PLATES WALL® GARAGE ( I SQUARE FLf T UAL) 8 I I POST GAP ANCHOR E I ( I I I 01 I-6 /AT EXTERIOR WALL ^ , BASE (OR E U L) 51MPSON ABU66 WALL® GARAGE 2X12 FLOOR F- w BEYOND I I I I P05T BASE(TYP - I I I I BEYOND I 7 - - - - - - - J0I5T5® I6"OC. w CORNER GO UMN TO BE W o I I PROVIDED SPLIT KIT I I ALL COLUMNS) I I I I I FDI o FIRST FLOOR LINE _ _ p 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 I I I ❑ w O I I I I I I I I I I �' •'' ' • • I BASEMENT I I I I I I I I _ - I - I UNFIN15HER - - - - - - - - - - - - - - - - - - - - - - -,L - - - - - - - - - - - - - _ _ - - - =fiT - - - - - - - - - - - - � BASEMENT Y j BASEMENT U L- - - - - - - - - - -L - - - - - - - - - - - - - - - 1- - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I -RI C NT END ELEVATION ------ U) B I/4 = I-0 - - - - - - - - ----� ~ U 2 Z B2-5 UNIT 7 FDI ALON CLOSED CELL SPRAY FOAM INSUL W ALONG INSIDE FAGS OF FND. WALLS-FULL HT � OR DRAPED BLANKET INSULATION = U O M (MAGNOLIA)- BEDROOM B - 2 #2 BAY DETAIL LINE OF ROOFBEYOND @ S ' BEDROOM MASTER �` -- \ - 12 15.75 B2B-5 r RIDGE VENT , -` _ -° -_- '•-T--- - o I� (6 c'! N ('M t� N LLj ASPHALT ROOF 5HINGLE5 0 N CV f7 M (D ALL ICE b WATER SHIELD �� �_T -��_ � - �_ ;- -� -� T _- - � ._ �..}T,�-.-�� -.� �� AZEK SHEETING ON SIDES MANUFACTURER'S =� _ _ -- �' OF DORMER TYPICAL x.12 �-� '� LINE OF DORMER =-rr r - @I�� r 5 75 -` ROOF OVER GARAGE GIFIGATIONS TO T .T� - _ � -,�� `�� DUCT WARRANTY a d F RIDGE VENT — 12 � � ---- ~- T - PLYWOOD 5HEATHIN6 L _ _ -r- --1- -4�_6 J -- _ --�=.- -m. - •�.__ -�'-,- = °ate. aE . :- • LY ICE d WATER SHIELD IN R WEATHER WHEN THE AIR _ n® - _ - "--. _ T L _ - — \ _ FELT PAPER - 12 15 ROOFING F DECK AND MEMBRANE i r ��.,�T a® .._ �. arc OH # /,' g Z a r+ -�-�- _ - -,® �-�� -P MIN 3.5 r i I 1 -'- - 1 -1- = i- ..1= _ i.�- im, _r�-.^• 1-�—--� f -_> . L-. _ L=_ .--+- �..—�h. �.r� .� —r.-i �. (n d AT TEMPERATURES OF - `- _-- -- - - - _ PE �= - al- I - — � 'a - ,si_ �� ==�sE � _ �� IL 6E INSTALL ICE d WATER SHIELD , Z Z Z O Z co N 1 -- --- — ---�- 1--_-=-� -_� EXPOSED GDR, �� J_ _ - INE OF G RA - �. ROOF FRAMING Z IF(5°G)OR H16HER -- - ==- -=L-=1-� -- -- - - - - -- T- - �' -' ��r'_ __ - MANUFACTURERS SPECS.TO O O O f- O O w - - -' T T -- w L - �IxB FASCIA SD. -` -� `-- i=` _ '"R �`�'- ROOF BEYOND — r r MAINTAIN PRODUCT WARRANTY. ¢ c~j� FLUSH ROOFS '- r-= 1 1 i -r.-_tee- ®--a-•r_': t- .`. r� �—_�`� I 1 -��I-= s{r-i T d —�,�'�:cr-.11 ' _. I. __ r- . r8'1 AZEK .rL--.._I r �L-.��- \ — �,... .+��--.�1= _� - - „ MNR4'TYPICALRONTOF FASCIA- w w w w w m ab U /,r W W W J W W , J 0.40 ALUMINUM DRIP EDGE co T - --'' -- -- GAP ' BEDRM 2 '� GREAT ROOM_ _ _ _ _ — BATH#2 jI,-011 _ _ _ - / PLATE HT. ulrri ruu, PLATE HT. -OH \ PLATE HT. � R /. o - - - i.8 (503.8) 1-0 VENTING 5Y5TEM TERMINATION LOGATION: OH THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH ' AN INPUT OF 10,000 BTU PER HOUR(3KW) OR LE55 SHALL BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER i , IL 10" SQUARE HBQ6 PERMA �. �� _ __ = EXTERIOR WALL HOUR SHALL BE INSTALLED WITH A 9 INCH VENT \ O m CAST GOLUMN #46382 Wl I __ _ _( I = F- - HARDIPLANK 5HIN6LE SIDING = TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN -� TERMIN TON GLE E N - - -' i- - TYVEK OR EQUAL - \ W w SQUARE FLAT GAP d I I I r - �' „ _ INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST \ Y BASE (OR EQUAL) - I ( - I�- o p w -UI6 OSB SHEATHING ,�\�\ \\\��\\\\\\\�\��\����\\� \\ w H v idi ' � I I A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF - -� -�- - _ - - - 2x6 WOOD 5TUD5® 16"O.G. 11-oTE. \\ W F _ CORNER COLUMN TO BE _ _ _� i I � ! _ THE VENT TERMINAL AND THE AIR INTAKE SHALL BE APPLY IGE d WATL'R SHIELD IN D � o I -b" R-21 BATTS FAIR WEATHER LOCATED AT LEAST 12" ABOVE GRADE. Z PROVIDED W/SPLIT KIT i WHEN THE AIR,ROOF DECK AND (� - - MEMBRANE ARE AT - - I - - - _- -- - - ��� - - TEMPERATURES OF 40"F(5'6)OR W 4 FIN. 15T FLOOR _ i 1 �1LEI= �I ELET� 0 - ,-.- - - .tl . _ ,� - -I- _ _ .+0'-0 2015 IRC- R312.2.1qV ❑ M--� ELEV.+O'-0" IN DWELLIN6 UNITS,WHERE THE TOP OF THE 51LL OF AN FASGIA BOARD 'AZEK SOFFIT w BOARD W/2' DONT. OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" VENTING OR VENTED di I J I I I I 6x6 P.T.POST WITH I I l0" SQUARE 11BIf6 PERMA I I ABOVE THE FINISHED FLOOR AND GREATER THAN 12" VINYL SOFFIT I I i I 51MP50N BG52-3/b I I CAST COLUMI I #46382 IW/ I I ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW I I I I POST GAP ANCHOR Q I I SQUARE FLAT GAP 4 I I ON THE EXTERIOR OF THE BUILDIN6,THE OPERABLE z z WALL 0 6ARA6E 51MP50N ABU66 BASE (OR E AL) - WALL GARAGE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: DETAIL 2 "J T I BEYOND I I I I P05T BASE(TYP - I I GORNER COL MN TO BE I I BEYOND " OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER qQ n , aq �o FDI i I I I I ALL COLUMNS) i i PROVIDED WI SPLIT KIT i i o SPHERE TO PA55 THROUGH THE OPENING IN ITS LARGESTNQI OPENED POSITION. . .�,, -•. 2�G�L PREVENTION DEVICES THAT COMPLY WITH ASTM F SCALE: 1 1/2" = 1'-0" 2 - 1ml w' �� °�' ' A I I I I I I I ........................... (THE WINDOW OPENIN6 CONTROL DEVICE AFTER OPERATION1 I I I I I I I I I I TO RELEASE THE CONTROL DEVICE ALLOWIN6 THE WINDOW J 4l. I ( I ( I I I I I TO FULLY OPEN,SHALL NOT REDUCE THE NET CLFAR -� ^ BASEMENT _ _ _ BASEMENT OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 - - - - - - - - - - - - - - - -- - - - - - - - I T- - - -- - -IT - - - - - - - - - - - - - SQUARE FEET. U �� :x<;r"1O _ _ _ _ _ �- - - _ - - - - - - - - - - ) � - I - - - - - - - - - - �� - - - - - - - , L-- - - - - - - - - - - - - -L - - - - - - L- - - - - - - - L- - - - - -- - -I- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - --L - - - - - - - L - - -- - - -� - - - - - - - - - - U) ❑ JF 0 LEFT END ELEVATION 1/4 = V-0, B2'-5 J 'NUMBER UNIT 8 w 016023 In SHEET NUMBER La UNITS 8 (B- 2 ALT- 2 ) 8� DUET (CLUSTERB - 2 ALT- 2 MAGNOLIAI 0 - . uzODEL B- 2 ) ELEVATIONS 0 COPYRIGHT CRCH ARCHITFCTURE P.C. 2017: ALI. RIGHTS RESERVED CENTER LINE OF 2 HOUR FIRE RATED Z RE515TANGE WALL N W 1 ASSEMBLY LINE OF REAR CHEEK 0 13'-0" II'-2" 14'-6" 14'-2" 11'-2" 15-0" WALL @ UNITS U ( z O W^ , cLi 0 o o rn `m 4 042"y Z U `cl ' co"' L_ cn m M Q S" 12'-10" S 10'-O° S'-II.. - 4'-4" M.O. 5'-3" 4'-II" 4'-4" M.O. 4'-II" IO'-0" 8.. 12'-10" 8" Q w `-° m ❑ � 0M 4 u') CD N UNEXGAV. CK 4" P.G.SLAB WITH 6x6, I p _ o 10/10 W.W.M.OR FIBERME5H. 2 9 UNEXGAV. 5E MIN.3500 P51 GONG. b" 8" FD1 Q 4" P.G.SLAB WITH 6x6, ( FDI HD FDI 2 10/10 MIN.5001P51RCONC. HD _ A, EGRESS - p Y?ar ' WINDOW p I cv a % 2x12 FLOOR JOISTS m k`' - - HD EGRESS -- - --- l -�L_ -HDI HD z �;Yl; e. °.$. I_ w — O - — • T d�n�Y x 2"x 10" O ® I b"O.G. - - l�'= SLAB SEAT _ 1 � u, \ o / I ', o I p Yf. ; Icn o % -- 4"WIDE J015T J ____' m 2x12 FLOOR JOISTS — -- -� l 2 •HD - - _-- ;e' =1 ® I6" O.G. _ 2 x 10" fn HD - SEAT.T.O.SEAT I Q z 4 4 Ln ELEV= (-)1'-I�" 4 I -- --- — F l _ J o / _ LAB SEAT 0 = = FDI -- U 12" P.G.FOUNDATION WALL 2 T 4" WIDE JOIST _ -_-_ �J HD O SEAT.T.O.SEAT WITH DAMPROOFIN6 ON 4 FD = 10" 24"x 12" P.G.FOOTING - `} I ELEV= (-)I'-I " Q Q LL (� 2'-0" 1 13'-2" Fvl q'-4" I4'-8" 7r F FDI J 12"P.G.FOUNDATION WALL 0 m Ll O I 10"P.G.FOUNDATION // I �O 4 WITH DAMPROOFIN6 ON u z Qj� DIRECT VENT HEATING EQUIP. r WALL WITH DAMPROOFIN6 `+ HD APPLIANCE CLEARANCE 3 " IA L UMN 14'-8" q'-4" FDI I3'-2" 24"x 12"P.G.FOOTING 10" 1 2'-0" ❑ • A PLIANGES SHALL BE INSTALLED ------------ ON in 0"x 12" , PPG I ON 20"x 10"P.G. FOOTING / WITH THE CLEARANCES FROM FT (U.0�l) I - T.O.W.ELEV. = O'-0" / 10" P.G. FOUNDATION I 4 DIRECT VENT HEATING EQUIP. - il 4 WIDE �- -1 WAl L WITH DAMPROOFIN5 J015T SEAT. UNPROTECTED COMBUSTIBLE I 1 -� I ONI�20"x 10" P.G.FOOTING F U APPLIANCE CLEARANCE MA�TERIAL5 AS INDIGATED ON THE 3 I1�5TE GOL TOW. ELEV= l I T.O.W.ELEV. O 0 APPLIANCE LABEL AND IN THE L � I � II "�' � �I I I ON 3 "x 30"x I ' Df�PG APPLIANCES SHALL BE INSTALL • _ MANUFACTURERS INSTALLATION ® II I , 1 �_ F�6(U. .N.) �II WITH THE CLEARANCES FR M DE INiTRUGTIONS. -_J MATERNALS AS�NDIGATED ON BLE J015T SEAT. L J APPLIANCE LABEL AND IN T E TOW.ELEV= (-)I'-I " P OVIDE FRESH AIR INTAKE O o I FW-2 /'/ ! ® MANUFAGTURER5 INSTALLATION • MEGH EQUIP PER CODE p INSTRUGTIOfdS. a T HD 2x12 FLOOR JOISTS 2x12 FLOOR J015T5 /' o I p-�--- w 1�' 1 2' 0" ® Ib" O.G. I - vi ® Ib" O.G. t, o p PROVIDE FRESH AIR INTAKE T i I 'r D TO MEGH EQUIP PER CODE m F_ I — 2x12 FLOOR J015T5 T I -1 -J 2x12 FLOOR J015T5HD ® I6"O.G. 1 @ Ib"O.G. 2'-0" ❑ w 1 L_ BASEMENT SLAB -- L- ---- — t -� F_ � O _ __ FD1 4 P.G.SLAB(MIN.25 P51 GO �i O * .006 MIL.POL� ELENE VAPOR �- - � I FDI T TYP. BEAM POCKET — --- BARRIER 1 a I ! "' L J� BASEMENT SLAB L J *TAMP d FILL q5%DENSITY i WRAP ENDS OF GDR O O T 8 - i P.G.5LA (MIN.2500 P51 GONG.) W/ ALUMINUM AT '- l I �/ * .006 MIL. THELENE VAPOR _ _ FD1 cn 10" 1 S'-0" 15'-0" °X - `z I4'-2" FDI �I -_ BARRJER _ POCKET OR PROVIDE TAMP d FI ITO q5%DENSITY — Q 1/2 AIR SPACE ALL i' i-' N w o 0 r 51DE5 UNFINISHED BA EMENT J J T Q _� T J 1 o ~ r= - &'-0"CEILING I I- 14-2 xl CENTER LINE OF U)11-_ 7 ^ , HOUR FIRE RATED 35'-4" Z V/ 6x6 P.T.POST WITH I , 10" SQUARE HBdG PERMA RESISTANCE WALL w E 51MP50N B652-3/6 P05T 1 I ASSEMBLY 2 0 GAP ANCHOR d SIMP50N 14-2 1 CAST COLUMN #46352 Wl SQUARE FLAT GAP 4 BASE 10" SQUARE HB&6 PERMA CAST COLUMN —(3)2 4RJ--g -- — -D bxb P.T.POST WITH U ABUbb P05T BASE(lYP , 1 #46382 W/SQUARE FLAT GAP 4 BASE I 51MP50N BG52-3/b P05T O " 6 COVERED (OR EQUAL) - CORNER 4 A A 0 U -ALL COLUMNS) 1 w COLUMN TO BE PROVIDED B2-5 62-5 (OR EQUAL) - CORNER COLUMN TO BE I 14'-2" I GAP ANCHOR d DIMPSON u Q_" I I PORCH ALI6N TOP OF PROVIDED W/SPLIT KIT ABUbb POST BASE(TYP Z Q I (� W/ SPLIT KIT I O � � o 0 2-0 13-2' TRANSOMS I� i I-0 14-6 14-2 I I-0 13-2 2-0 E- � � 05 � 6 ALL COLUMNS - L- o � t0 ~ (2) 3016 TR (2)3016 TR (2) 3016 TR o (2) 3016 TR wl I I 0 `�' (2) 3050 DH AL16N TOP OF COVERED (2)3050 DH o N 0 0 (2)3050 DH _ (2)3050 DH - TRANSOMS I I - '�-' N>' b'-0" HD HT ® S'-O"HD HT ® 5'-O" HD HT ® 5'-0"HD HT PORCH 1 w � � 2 2 z _ 5'-6" b'-l" 6'-1" L'� Lo N� I r — - -�r - - - � 2 I ry, �� o Q o�a HD L - - - JL -`° - J HO I - m I I� a = ti - co 01016 TIR o - - - - - d Iq I x 4 U `h M 6050 5L. L. DR W/ 016 TR (2) 2X10 HDR J o m 101 r _ r p1 I F® 5'-O" Hq HT Iq HD L -(2) 15 51D LIGHTS 3050 DH 1 i r - - - �r - - - � f —, DI - JL - - - J HD (� a o 1 1 X o DI L - - -�J - - - J I HDI , g016TR , ROOF TRU55 GIRDER c� ROOF TRUSS GIRDER _ _ N p iq (2) 2X10 HDR _ 3016 7 6050 SL 6L. DR W/ I I - o ` (2) 2x HDR m o I ® -o" HD H" (2) ID" IDELI6HTS I v1 r - - - - - - - - - - � r - - - -�r - - - � vl _ 1 11'-0"CEILING - \ _ - 3050 DH 1 , o •� - - - - - - - - - �` \ IIq / HD L - - _° L - J o x HD - BREAKFAST \\ 101 // I I - _ _ _ROOF TRUSS 6180E _ _ 800 TRUSS GIRDER 101 5.25" I l 1/5"LVL HDR (2) 2X HDR O L J r — -- — — — — — — — — DI II'-0"CEILING z —f \ / BREAKI=AST = — — — — — — — — — 0 14'-0" 3'-0" 4'-2" 2'-0" 4" I 14'-0" 1 4� A / HD U 2816 TR® i p „ I I \ / AREA % 5.25"x 11 1/5"L HDR J = 2552 PH I 1 21 G I I �- - - - - - - - - � `- m CK 0 5'-0" HD HT L J N DI I I I 14 I 14'-0" I 4" 2'-0" 4'-211 3'-0" 14'-0" 6" j 1 2816 TR® z m � � I 13'-O" TRA CEILING I 1 I 21 "G � Q r-- I I MASTER BEDROOM I I I �, I 2852 DH 0 11 a I I I I I Di L _J S'-0" HD HT o � 11-0"G ILING I � 1 I m I - PRE-FAB :fl 13'-0" Y CEILING z� I Fp c� m O GREAT ROOM IL--J I I I I I I r__ U- Ln FIRE LADE I o ' z � � MASTER EDRDOM I I 1- Q \Z m I I FW-2 13 II PRE- AB O (� m I I I II-O FILING % 4 oz II'-0"GEILI 6 1 I I L__JI FIREP AGE z TEMP GL DR5 I Qj� KITGH N I i z I o I OREA ROOM cl 1� RATS D HEARTH I I I I I I „� zo 4 W I I I ( I I I- CEILING I r - - - - -� KITCHEN N I r TEMP 6 DR5 I I ENERGY o 2' " 6 I6'-4" 411 6' b" 14" 3'4'/ 411 5 0 411 5 \ 4 I I I i RAISED HEARTH I _ >! 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF 4 2816 TR® I I Q p p / ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO 0 `t / <`+ 2852 DH x cv X1 - - - 4" 4" " 411 \ 1 4 o I cv m /5-0 5'-0" 3\4 4" 6'- " 16'-4" b" _ 2. ALL CON RUC N L OMPLY WITH THE 2015 INTERNATIONAL ENERGY 51-0" HD H7 L CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION �r p 1�1 SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO / \ O Q 1 2816 TRH - W 12 � 10'-O" GEI INC -t-- - - - � `r � N 2852 DH EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. —�' 4'_2" 4" 2'_0' 4" 10-0 G ILING I � S'-0"HD HT 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND D1 PANT. LIN. ��e� X668 W1 �, �WIGL �66e gee POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH IRC N1101.14. t _ -' 10'- "GEILIN6 4 0 4-2 4 12 [� I- — Iv�WIGLIN6 IGL ee� /8 u " 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND I o I I a� 0 68 LIN. PANT. m INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. (3)2816 TR @ I L J m 411 W b 6" D 4" ' p I I - F- - j 11'-0"CEILING m 2"X L - .J 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE (3) 2852 OH J - - - ° ° SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 5'-0" HD HT I I D I N I N6 AREA `� `� Z � "A,TTIG o I I I I Z 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY GGE55 WC � 4 D 6 W 4 Q = SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 10 SQUARE HBgG L J I ® HATCH m m - L J (2)2bb5 II-0"CEILING I (3) 2516 TR® F_ PERMA CAST COLUMN I � BIFOLD ® � yD b. 2852 DH 1— 1 yD -1 �b 41 10'-0" GEILIN6 I O z `� DINING AREA I 1 I a'-0" HD HT to 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED o #46352 W/SQUARE u� m DOORS �6 'y bb ©EF WC HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A 5, 6A TESTING SHALL I I 68 ti MASTER I I U BE CONDUCTED BY AN APPROVED THIRD PARTY. o FLAT GAP d BASE I I 21 'G "v BATHROOT�f ® (2)2668 I x L J I W (OR EQUAL) (3)2X6 DN 148 10-0 CEILING 5D �'6 ® BIFOLD ��, 10 SQUARE H686 PERMA 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO CORNER COLUMN TO I J P05T = © �6 5� m SD � A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS `_ DI O 4" 3'-10" 4" 5-4" 4" 10'-4" 4' EF MASTER 6a ,�� DOORS m I I I I CAST COLUMN #46352 W/ BE PROVIDED W/ �;, _ �e SQUARE FLAT GAP 4 BASE o LESS THAN 3" IN DIAMETER. SPLIT KIT BATHROOM � � I I U rHD - - - - - - - - - a ON 4R (3)2X6 (OR EQUAL) - CORNER::` p 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE N `�R6 GL. = [-(9) POST L J I COLUMN TO BE PROVIDED SEALED. � d 4" 10'-4" 4" 3'-4" " 3'-10" 4" O ftr-alS'_0" I'-0' `r o TUB 0"x 3 N W/SPLIT KIT 8.DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR — — — — — — — — Iq � X q'-0"50. �SHWR PAN b — — — — — — — 0 HD I LEAKAGE BY AN APPROVED THIRD PARTY. m COVERED I I I GL. �e �' _ 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 5016 TR DI 1�1 I PORG�I I Q NOTE "5 _ „ o `� " ;fl 3050 EXT INSUL DR 1Q) 1 = 11'-0" CEILING I `° I O x 0 5-O D F_ I ;fl 1 (4) 2x6 P05T I I 5HWR PAN ' 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F x 256 INSUL DR- I X I'-U'50. II COVERED 101 DEGREES OR <55F DEGREES SHALL BE INSULATED '- W/(2) 12' 51_4' I 1 `�' r- FOYER 5016 TRm 45 N.FIRE i I _ _ _ NOTE "5": Q I ( ORGH ,- DI (3) 2x6 HDR r 51DELIGHTS , WITH R-3 MINIMUM. _ - I PTN ON 2X45 II'-0"GELLING- 1 RA P W/SELF ITEMPTEMP. GLASS � � �o = m 2 I" 3'-4I„ I1 6" UL DR 10-O 4' 3-4' 6° GLC IN6 DEVICE 11 I KNE WALL 2565 INSUL DR-PTN ON 2X4d' i i 5 4 3050 EXT (2) 2" Q N N N r> � 00 17 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE I I KNEE WALL FOYER " N IRC/IMC 6x6 P.T. POST WITH CA2 (4) b P05T 1 45 MIN.FIRE o N N M M M 51MP50N BG52-3/6 P05T HD K o 1 RATED W/SELF 51DELIGHTS 'I _ ROOF TRU55 618 E� CL051NC DEVICE -1 12.EQUIPMENT SIZING - PER ACCA MANUALS, BASED ON LOAD GAP ANCHOR d 51MPSON - - - - - - - - - - - - CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS GAP CHO 4 5I P50 _ ''I III � 6 3'-4" 4" 10' 0" I 6 I '-411 (TYP1 I (4) 2x6 P05T 602 bxb P.T.P05T WITH RATER. m - ALL COLUMNS) Iq o INCL V ® I 111 ROOF TRU55 GIRDER u HD 51MP50N BG52-3/6 P05T 13.L1GHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES 5D * TW GAR GARAGE 111 - - - - - ABUbb POST BASE (TYP MUST HAVE HIGH-EFFICIENCY LAMPS. - pl O GL. 4' P. 15LA13(MIN.3500 P51 GONG.) 1 _ ° - ALL GOLUMNS) z N „ REINF GED WITH bxb,10/10 W.W.M. _ 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC 3030 AWN 6 5-6 EF 4 4-6 4' 3-4 6 p * 1 I ® LAV o m g z SLO GARAGE SLAB DOWN 2' WC 101 CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE AND ® S'-0"HD HT e I DD ( 10-0GEILIN6 u6 TO 5 6ARAGE DOOR = m iii z cn to a INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE m O BATH #2 * "TY X"GYP BD ON 6ARA6- 0 III I TWO GAR 6ARA6E GL. p = z N fl DI z z z o z z z RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE m WALL CEILING 1 5 0 *4"P.G.SLAB(MIN.3500 P51 CONGA = b" 4" © 6" 3030 AWN ;o O U) ( Q � O g Q O 3'-4' � 4 6 4" EF 5-b a DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE 0 * "TY "X"6YP BD ON INT OF LIVIN6 p I I FW-2 REINFORCED WITH bxb,10/10 W.W.M. a b� 10'-0" CEILING ® 5-0"HD HT w w w w w N EXISMECHANICAL, AIR CONDMONING,TING OR UPGRADED) STAMPED BY A�PROFEssIONAL EING NG NEERMS N IF HD v �bbq) 5pcdOMMON WALLS TO GARAGE ® 111 TOWARDS GARAGE DOOR OWN 2' �� BATH #2 © m w m m v ® I _ I N *j"TYPE"X"GYP BD ON GARAGE CO REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. B (ED �5SD Iv NI )0 I WALLS d GEILIN6 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC GL. Q NII NII B B 5 *?TYPE"X"GYP BD ON INT of LIVING X66 `r Hp N 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED B2-5 - in � XII N m I I SPADE COMMON WALLS TO GARAGE TO COMPLY WITH THIS CODE. Ob 6 (R-21)BATTS 2, I � E�iq'i 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR II'- "CEILING m - `-IDORMER WALLS I B2 5 `'D® 4 C�• `r B EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH I e BED-)ROOM #2 iq III ABOVE III I Iq 6 (R-21)BATTS u' 06 �, B2-5 F_ SECTION N1103 CONTROL SYSTEMS. HD I I 8 z (� 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE NR SEALED AND o 2'-6" 6' 12'-0" b DI 1 I I5'-O" I 4" D1 2 `� II'-0"GEIL N6 W INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD m 111 111 FW-2 101 �' BEDROO #2 e O m OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO 1 iv I I r H J } INSTALLING INTERIOR GYPSUM WALL BOARD. 16010 OH DR a 4" 101 DI b" " 6" " o I5-0 12-0 2-b O W w a HD � - - - 5 1/4"x Ib"LVL HDR - - - - Hp DI 1 m W v w Lu "r � _ cv I 0 U � D/21 p/ai � 16010 OH DR z 2015 IRC- 62421.8 (503.8) �r HD I 5 1/4"x I6" LVL HDR HD r Ln O 4 VENTING SYSTEM TERMINATION LOCATION: N (2) 2X10 HDR O DDI I D/21 0 ' W O �� THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST HD r - - - 1 r - - - 1 HD b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN o APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT N L - -(2) 3OJ TR_ - - J OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH - - - - - --(2 - - - - - - - N SEAT - 0 ® 5'-0' HD HT - HD HD E- VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT Iq Iq J (2) 2X10 HDA �, zz p OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT DI TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND DI — z m r - - - 1r z Iii THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. A A L - - (2) Ib TR J DI z �2-5 2-5 Iq (2) 5050 DH (D 0 0 4 I ® S'-0" HD HT LINE OF UNIT 5 DI 41-0" 41_0 BEDROOM #2 W �'J ARI , . ............. ..... 2015 IRC- 8312.2.1 FN WALL BEYOND U � �c r b'-b.. b. 6.. I'-0° I6'-0" R.O. I'-4" I'-4" Ib'-0" R.O. I O 2'-6" S'-0" 2'-b" ._ 7a _ C la; �C�, IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED 2'-O" 2'-6" 2-b 13'-0' IS-4" I5-5" 13-0" 2'-6' 2'-b ? � ��< i r i u i i ' u FLOOR AND GREATER THAN 12 ABOVE THE FINISHED GRADE OR OTHER SURFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE CENTER LINE OF OPERABLE WINDOW 5HALL COMPLY WITH ONE OF THE FOLLOWING: 38'_4" 2 HOUR FIRE RATED 36'-5" 2'-0" -°`` ' �__ "OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO RE515TANCE WALL PASS THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. 2 ASSEMBLY FLOOR PLAN * FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2040 FLOOR PLAN UNIT 8 UNIT 7 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY 1/411=11-011 LIVING AREA= 1,5gq 50. FT. 1 411=11-011 LIVING AREA= 1,5gq 5Q. FT. g NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE B-2 2 ALT-2 (MAGNOLIA) B-2 2 (MAGNOLIA) wlNDow UNIT To LE55 THAN s.15�uARE FEET. GARAGE AREA= 311 5Q. FT. GARAGE AREA= 371 SQ. FT. I 2016023 COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 250 50. FT. w ONE GAR13ON MONOXIDE ALARM IN NEW ONE NOTE "5": EF =EXHAUST FAN: GENERAL CONTRACTORS AND SUBCONTRACTORS TO REVIEW THESE U) SHEET NUMBER NOTE R: AND TWO-FAMILI DWELLINGS,TOWNHOU5E5 STAIR STAIRS MET MULTIPLE LVL GIRDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTE °V": GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 8 UNIT 7 DUET CLUSTER = PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 20 GFM CONTINUOUS * REPORT ANY AND ALL DISCREPANCIES INCLUDING ANY DIMENSIONAL NOTE: DESIGN STAIRS TO MEET ALL ALL DRYERS TO BE VENTED 3� ALL WINDOWS SHALL BE TRUSSES W/ 12" MIN. HEEL BUILDINGS(GONDO.5 d GO-OPS)AND UNITS APPLICABLE CODES AND TD FOR ALL MULTIPLE LVL GIRDERS LAO BOLT TO OUTSIDE,AIR PER CODE Z OFFERED FOR SALE, IN THE IMMEDIATE REPORT ANY DISGREPENGIES T06ETHER W/ 1/2" BOLTS @ 2'-0" O.G. 2" MIN 602 CARBON MONOXIDE * ALL WA5HEIZ TO BE GONFLIGTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES _ ANDERSEN 200 SERIES HEIGHTS (U.O.N.) @ 24 O.G. Q = TEMPERED VICINITY OF BEDROOM5,ON THE LOWE5T AND GONFLIGTS TO THE 1 ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMEN510N5 SHALL (B- 2 ALT- 2 ) (MODEL B- 2 ) FLOOR PLAN DESIGNED BY 1-RU55 ENGINEER GLAZING ARCHITECT PRIOR TO STAIR FROM TOP i BOTTOM, & MIN. 4 FROM ENDS FLOOR LEVEL CONTAINING BEDROOMS. SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. FABRICATION. ®yv 0 . COPYRIGHT GRCH ARCHITFCTURE P'.C. 2017: ALL RIGHTS RESERVFD co WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH INSTALL ICE I WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO /—GAP bxb P.T.PoSr WITH W MANUFAGTURER'5 SPECIFICATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED o 0 51MP50N BG52-3/6 P05T PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. - ANCHOR $ 51MP50N = � Ib'-2"GABLE WIDTH O NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING — — _ ABUbb P05T BA5E (TYP U m APPLY ICE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN _ - _ _ _ _ -ALL COLUMNS) bxb P.T. POST WITH - - PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING 51MP5oN HOR $ /6 POST 4= U AND MEMBRANE ARE AT TEMPERATURES OF 40°F (50G) OR HIGHER. CODE. D.o— (3��C8 P-.T-!�IRDE� GAP ANCHOR d SIMP50N o Z ABU66 P05T BASE(TYP U ' -ALL GOLUMN5) O L.. °' u PRE-ENGINEERED ROOF II'-O" PL HT. II'-0" PL HT. - -- F_ � � L TRU55E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE I - -� L- - - U .P�'I U > STRESS DESIGN: �7 12 12 —{3)-2X8-P.T:GIRDS -� D.O� � ;no c� D (EQUATION 16-8) 1'-0° a 1 -1 I'-O" A A i F— v,"> 51MP50H 5TRO%-TIE D + L (EQUATION 16-9) 1 I Z U � 3 '� oH. ig OH. 62-5 62-5 II'-O" PL HT. II'-O" PL HT. � '� ur zi �cnMT5 5TRAPPIN6(LEN6TH5 VARY) D + S (EQUATION 16-10) NO "R" � HATCHED AREA INDICATES 12 12 1 " 0 Q CONTINUOUS WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) {uw� I �1 LOCATION OF FIRE RATED ROOF 10H. 9 a 10H. _ Ir N co TOP OF TRU55 HER D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) �I IN d WALL 5HEATHIN6,4'-0" FROM I ❑ �` 00 �x U �' I N I CENTERLINE OF 2 HR FIRE kDi NO "R" HEEL HF16HT VARIES-5EE TRU55 DRAWIN65 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = aI I� p$ RE515TANGE RATED HALL '- 1 Lu ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL X� o A55EMBLY CARRIED THRU NI d N 11 0 PL HT. i BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 � ATTIC TO UNDERSIDE OF Nl OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND m L ROOF 5HT6.- TYP _ ~ SPEED (101 MPH BASIC DESIGN WIND SPEED) IN i - �--- -_ __ _- -1 OH ALIGN FA5GIA5 _ a � I N 12 EXPOSURE CATEGORY B. ( NOTE "R" / I ll'-O" PL HT. �N vARIEs ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE i III / j j/ j j%/ F� \02-1. ALIGN FASGIAS Io J I �` Z FOLLOWING DESIGN LOADS: _ _ ROOF TRU55 GIRDER _ _ _ _ ROOF TRU55 GIRDER _ _ o O TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND - — NO E "R" F- \ APPLICABLE SNOW DRIFTING OR BUILD -1 /// LOADINGS, AND ANY APPL C E -- _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 _ - 1/T �/ - -- - - - -- - ---- ----- --- ROOF TRU55 GIRDER II ROOF TRU55 GIRDER AND BCDL - 10 PSF. PROVIDE - _ = -� ' / / /� �T- --- - ��- -- - ---- - GUTTER PSF, BCLL=10PSF, / / /// / - - - - - - - I - - - - I F- 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE ' j%/j j/// .//j// f i Z NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. z 12 �- -- j/j j j// _ O 8"FASCIA BD BI-4 _ TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD II�H /j/// / / I L DEFLECTION OF THE LESSER OF L/360 OR .75". 12 w //j/ ///iY7-- V//, z q / /// // ✓i; //% // 12 12 LL Ln j/ j/ a F_ TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO z (Y� VENTED VINYL SOFF ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR = // // �' /// /i' w TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL /�/%/�i//I '//j%/// r ��G p ! ❑ �/ INCLUDE THE FOLLOWING INFORMATION: INT.BEARING TRAY GEIL. WALL BEL�WI 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. I� -J / /j//j j '�/j j/ - - - /�/ 2. LOCATION OF ALL JOINTS. b" / �! 1 L- 3. REQUIRED BEARING WIDTHS. OH. '' // ///, //// /� RAY GEIL. IN .BEARING LEADER TO DRYWELL- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. ® ///j/ � / // BELow - 4.2. TOP CHORD DEAD LOAD. // // 4.3. BOTTOM CHORD LIVE LOAD. / /// i/// //� II ~i 4.4. BOTTOM CHORD DEAD LOAD. ( r /j j/ / �, oH. 4.5. t6NCENTRATED LOADS AND THEIR POINTS OF O APPLICATION. FLUSH ROOFS 4.6. 'CONTROLLING WIND LOADS. �//j,/j j ///j///� r - w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR // / // // >< _ N I I -�I DETAIL DESIGN VALUES FOR CONDITIONS OF USE. �P ///// / '//j// / �- I- ____J FLUSH ROOFS 6. EACH REACTION FORCE AND DIRECTION. G -- m (� 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, �il SS -T(- _A/ j% % i / �/ ❑ w NOT TO SCALE ATIONB2 -4 THICKNESS OR GAGE) AND THE DIMENSIONED LOC L j ///, - OF EACH JOINT CONNECTOR EXCEPT WHERE _ / / , r // f - -- n SYMMETRICALLY �— — — R Q T U5 IDGE / / J/, — LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 z \ i%// // � //I F NOTE: GA MIN THICKNESS GRADE A GALVANIZED STEEL SGS ///4��// i/ '�/' uj V VENf N6, FASTENERSIF I INSTALL LF OF® EACH �a / / - — — PLATES. � / �--- -- � END OF STRAP o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH / TRU RIDGE W/VENT ' , /� / // j% Q MEMBER. _1 ��L j '/j// RIDGES TO�' F- o 9. CONNECTION REQUIREMENTS FOR TRUSS TO 12 / _ �'-/ ///� I ALIGN / - -- o >® GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD ^ j - / // TRU RIDGE W/VENT Z v ®®s SPLICES. II'-0" PL HT. L �O' �;�� / / /� // /;��/ � _ I2 w aosom� 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. _ �/ '(� q ° 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS U MEMBERS. - //' /// / / / �� ° ° 12. REQUIRED PERMANENT TRUSS MEMBER BRACING 111 /� /j/j/j/ /j , /j 'i 'B2-4 _ .- \ J II'-O" PL HT. 0 51M'�N STRONG / / /� � ,---�-�� / ° ° ° -r�f LOCATIONS. �� CARRY ICE d WATER 5HIELD / /// / !�' OH. 1 it ��J FOR MIN OF 3-0' ALL /; / /i o I-0 IREET{flN5-t�*-�t�fERSEGTION / / ' // / 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH (3) 2X6 P05T // /j/ // //// ° OF METAL 8 A PHALT ROOFING ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND - �I _ /// // 51MP50N 5TRON6-TIE MANUFACTURE OF METAL-PLATE-CON N ECTED WOOD I - j�/ Mrs 5TRAPPIN6 �- PROVIDE ICE TER SHIELD '/ // / .' �// /// / -v i �- (3) 2X6 P05T OR TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS - -- — // // // // ON ENTIRE DO ROOF FOR �� 14-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF12 Lu �`' SHALLOW PITCH NEW YORK. II _ — �J I— - ---- - �` //�// C- - Z- --- �G -- --I- - -- -- w N * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, I NI ROOF BREAK �1 / , �- ____ S _. w Mor " '� i/T N N N CM ti USE IN COMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND N N M M M RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. * , -1 , 1 - - -- -- �- �-EN 5TUD5 AND TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH xI i J - - - - ,/// // /� THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT N ////j// ,/ � �- DO N0T ALIGN NOT TO SCALE B2 -4 5TANDIN JAM o I // / /, ,// NWOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING mzI / /ASSEMBLY TO INSURE TIGHT FITTING JOINTS. bxb P.T. P05T WITH METAL RQit i/j// j/ / i, / /j j SGS \ I Ioi * A INSTALLED PLUMB IN THE PROPER 51HP50N BG52-3/6 I� I //// //' , �/ 12 -12 -- -- `s TRUSSES SHALL BE _ .. . ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. POST GAP ANCHOR 3 i///j/�// // ///, u� +/- 11 r —I +/- II 2- I z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND L_ GOOF TRU5�61 R� _ �C — _ _ h oO rRU 5 61 DER ' I / / . //jj� \ f- -- 1 I� g z SIMPSON ABU66 - - - - - I' - - �� , + � � � d g POST BASE(TYP- — T / / / // / — — 6x6 P.T. P05T WITH METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR I I �, I i' // // // /// �' `� Z `� �' a II I /// ; // � // //� 51MP50N BG52-3/b z z z o z z Z N � SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN ALL GOLUMN5) o _G — / / // �/ /// /, - I _ 0 0 0 o o w �- - --I P05T GAP ANCHOR d // / ^/,1//,1 _ R F TRU55 C71RDER _ _ _ _ _ _ —ROOF�RU5561RDEi2 _ u-) u) 0) ; c2 u� a : CD DESIGNED AND INSTALLED TO PREVENT ROTATION AND 1 p, -- --� j/ / -� j/ - L_-_- _—r' _ ____ _ ____ _ I 51MP50N ABU66 P05T w w w _j w w N 1I PROVIDE LATERAL STABILITY IN ACCORDANCE WITH OH. I NQ�1��„ � III �j j�j j 1 �j j j� � ____ __ I � � _.�_� �o — BASE�COLUMNS) � � � w � � d� m v� SIDEWALL ABOVE I ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDES T 1._p.. o LOWER ROOF I TO GOOD PRACTICE FOR HANDLING, INSTALLING & II'-O" PL HT. 12 P� N III �/% //// ''j // �/ N� „R„ OH. o BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. J S _ _I / / / / N PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS -- -- -- 2 HR FIREWALL BELOW ROOF - OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN /17 NOTE: INTERSECTING ROOFS I I ON TRUSS DRAWINGS. WEAVE ROOF SHINGLES AT I I I I CARRY TO UNDERSIDE OF TRUSS MEMBERS SHALL NOT BE CUT NOTCHED _ ______ _____ __ __ ____ -___ __ __ - HIGHEST ROOF SHEATHING - - L / o \ NOTE "R' z sn , INTERSECTION OVER ICE SHIELD I B y / / , / /j'//j// B �'� -I Z * o= �� �. o I I .. � ' � ////�//, ��Q T �- I Il'-O" PL HT. F- z /DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY z � IN � MEMBRANE - CARRY MEMBRANE MIN. 24"I NP 82-5 II'-0" PL HT. I / ///� (� ) �i" // 62-5 ° `� J- ii' I W WITHOUT THE APPROVAL OF A REGISTERED DESIGN I'-p" ,-1, �� 'S/ v OUT IN ALL DIRECTIONS OF I I I I N PROFESSIONAL. OH. \�/ j j// ' / j / NO �' 0 0. INTERSECTION I - * I i r I2 �' / �" / / /' THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS 1 /% / / j/ = 20'-3" HIP PL HT „R, _ -� B O m Z AND METHODS OF ERECTING THE TRUSSES. THE I L-- I I B2� ' ' /// / L� ____ -___ __ -_ - - _=3'�'�__ -__ -_ 1_p" B2-5 W w Z I W Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY �' '%/' //// /f// ' OH. W w w W I I Lid BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 1 w ! // /// i// %/' ' _ = w 1 p-i �- I ttl(L = z a o Q- I I I INSTILLATION OF THE TRUSSES. 8'-q" PL HT. o z ( '// //j ; j///j//i o o ~ a // N -' 0 2444 DH IN - Z I I ROOF TRU55 ABOVE FLOOR 6 // / //, /// / vLABLE END WL U N I I I I I ID �, I OR, OHj/ j// //GjQ/CONT GARAGE u, 10-0" HIP WIDTH 8'-q" PL HT cA O Q I I , �— — - -- - - - f1T , / 5�. ABOVE I // rTi�YAiOR 12 12 O I I HIP RAFTER, „ I - - / ,G!! / ' ////, 51MP50N HGP HIP 5EE PLAN i-p r Q o fl /// // /// / N ❑ CORNER TIE OR NO R N _ SIDEWALL ABOVE LOWER Ie I I I'-0" PL H . 13'-S"DORMER PL HT FRAME \"R ROOFo Lij L= _ � ABovE 1ST FLOOR OH. // // �„ o II'-0" PL HT. � �t�, � OR�, ND z z ° 11'-0" PL HT. ° FALSE DORMER TO BE I I'-0" t ° BUILT OVER LOWER ROOF I OH. Uj� < I Z v o Q o q'-O" PL HT. U_' o C cn I I I I 11'-0" PL HT. W SRT fI f 9'-O" I 4'-10" S'-4" 5'-2" 5EE DORMER PLAN AT e - o 0 - -- --- J GABLE END DETAIL z PL HT. off off - - CENTERLINE OF 2 HR FIRE o �v o __j RE515TANCE RATED WALL TRU55 RIDGE W/VENT EXTERIOR ���I� ���� � A55EMBLY CARRIED THRU ROOF WEAVE DETAIL 4 UNIT 8 I ATTIC TO UNDERSIDE OF UNIT 7 3 AREA OF ONE ROOF ROOF SHTG.-TYP TOP �� j� � 11l� BUILT OVER ANOTHER }� H A A ❑ � DETAIL NOT TO SCALE - 11 CONNECTIONB2 -4B-2 ALT-2 (MAGNOLIA) 62-5 62-5 B-2 (MAGNOLIA) ;�'B2 � B NUMBER GUTTERS & LEADERS NOTE R: 2016023 INSTALL ICE AND w ALL GUTTER5 & LEADERS SHALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 8 UNIT 7 DUET CLUSTER Q SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. GAUGE, GUTTERS SHALL BE 5" SEAMl:E55, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12 MIN. HEEL MANUFAGTURE'5 RELATED 8 REQUIRED ACCESSORIES. LEADERS SHALL BE MIN. ROOF TRUSSES @ 24" O.G. ROOF TRUSSES @ 24" O.G. HEIGHTS N.O.N.) @ 24" O.G. �, SPECIFICATIONS TO DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4"=1'-0" (B- 2 ALT- 2 ) (MODEL B- 2 ). ROOF PLAN z _2 x3 , .027 GAUGE W/ CLIPS 8 ANCHORS. CAULK & SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEERJOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.Y.G. RECEPTORS WARRANTY4 8" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DE516N). ENGINEERI o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 4b" MIN 4S" MIN (q DESIGN No. CODE SECTION 10k -EXCEPTION 4: U3362 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G- RUNNER TRACK Z AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 70616-EXGEPTION 4: W 2 G-RUNNER TRAGK2„ -CAULK FOR E SHEATHING IS INSTALLED FOR A DISTANCE OF 4'-0" ON BOTH 5IDE5 2 HOUR FIRE RATED RESISTANCE OPTION#I o WALL RATING _ 2 HR. C� SMOKE TIGHT JOINT OVER p � OF 2 HOUR FIRE RATED RE515TANG FINISH RATING - fl�� � E WALL A55EMBLY WALL A55EMBLY MAY TERMINATE AT THE UNDERSIDE of ROOF NON-RATED METAL EDGE FLASHING OPTION#2 O 4-"1 (� 16 STC RATING - 61 (SEE ITEM 7) t{g" 48 SHEATHING PROVIDED THE ROOF 15 p � „ „X II SECURE WALL SHEATHING TO �,./ d. PROTECTED WITH 5/16 TYPE TYPICAL ROOFING Z G-RUNNER TRACK -5 GYPSUM BOARD DIRECTLY BENEATH O � N � THE UNDERSIDE OF ROOF SHEATHING ROOF TRUSS F_ �� � cin U AND 15 5UPPORTED BY 2" LEDGERS, U }' m ATTACHED TO THE SIDES OF ROOF p rMi U 0 N r rn N p o FRAMING FOR A MINIMUM OF RAKE BOARD -TYP DISTANCE OF 4-0 ON BOTH 5IDE5 ____ T.____ ______T. fA U rrw,L 1 - N Z- t -JOINT OVER OPTION #2 WALL OUR FIRY.ALLOW NO TYPICAL SIDING � ------- Z �U) 2' H STUD TRACK " G U K FOR SMOKE TI H OF 2 HOUR FIRE RATED RESISTANCE x x O rn ri ` f. ..............:.. ... _.._.__. .};~ + CONTINUED TO UNDERSIDE 4"O OPENIN65 IN ROOF WITHIN 4'-0"OF 2 L J L L �c M ti r' ♦ rQ W M .2 + ,� ROO SES w 2 G. - co .........,.... ...., ..................................... ALL 12 VERTICALLY 8 12 HORIZONTALLY U = r .. ...:--.-..........:.. ' .�� ............�__ _--- F T US HIDDEN METAL FLASHING _ __.... F SHEATHINGU (� M X X tw�.. ....._-I --...._..+.... _ 2x4 L ❑ _'2__...... . . . r,.r,................ �, •, # EDGERS H/ c i O R 0 HOUR FIRE RATED RESISTANCE W „ GLA55 B ROOF SHINGLE T BE OPTION I c� I AI SPACE EA. SID INSTALLED OPT 2 TYP. # r•.:# : - -.-- __ ti+:/.%:;•.- -- ............ ... 2"x2"x2 Y" LONG a o .063 U56 ALUMINUM INSTALL " TREATED PLYWOOD SHTG m BREAKAWAY CLIPS s 11 :" ? "! • f FOR MIN 4b"OUT, IF LOWER ROOF 15 ................ 31"4 AIR SPACE � GYP. ED. OR MINERAL I SECURE ROOF r LE55 THAN 30" BELOW HIGHER ROOF 5 WOOL FIRE BLOGKI SHEATHING To TRUS TYPICAL ROOFING CONFIGURATION 1� 3 �/2" (R-13) BATT ASW CLIPS OR .063 USCF ___________� __________ .063 U56 ALUMINUM Z k=.Xr()S17 7011"IR •: F1�{�?,9 AREA St.-J'AI�,�,TION, ��',��..�:'ti��'?E:{��i�.Y ALUM ANGLE CLIPS x� �x xJ BREAKAWAY GLI - PS, ---...............----. ....,, ......_..._......--------'--.......__........__:_.._..------�•• AIR SPACE ' � I DOUBLE H-STUD TRAGK I" AIR 5PAGE I" AIR SPACE U . 4 , r"`� SGREWED BAGK TO BACK � I � (2) PIECES G.P.TOU GK I"FIREGUARD H l...✓ L..r *� ` f ; --`� L I" G ER, 1/2 GYP.BD � \ DOUBLE H STUD TRACK SGREWED FIL AVITY AT FLOORS ANDBOARDS K/FIBERS21-1 INI5H ON BOTH �-- TYPE "X"SHAFTLIN TER PROOF wwwww__..ww': w_www_w__w.,.,3..,.»,.,.wwwww `> .i..•--_�.,._w...__. �....,.,,,.;tv...............:...: BAGK TO BAGK OR MINERAL -- •.... CEILING W/GYP BOARD _..........._..... _- ----........,.- 1. . 510 5 AND DGE5 �j.�!{.... 1... .... � ; � '• - --E +�"' _ j -.... „ WOOL FIRE BLOCKING E E O �:f ,! ►,y; ;� yf, �:. rj�_� ;� I AIR SPACE i,� ` o ... ......... ..... .',� F••'' 1 .iC.`�:. �L.. 'j - ILL / ...�t, .........._..... .._........_..... _. ' II 2 H-STUD TRACK n . ... ............... :: .M.�.. �......��....�. .. _ (2) PIECES 6.P. TOU6HROGK I .:.�..�_.4.. •: FIREGUARD TYPE "X" SHAFTLINER, O Qi� k_ _ ;� .�'.......----- • �. = .; ' _,�. WATER PROOF BOARDS W/ r :���, 2x4 P.T. SILL PLATE ' �"" ' :' �*"' - `• I,;`: ��'ti ': �'�" FIBER6LA55 FIN15H ON BOTH SIDES i >nti. 7 .� .. ` �.' .. .. ." ;`%r`a . �...... .I AND ED6E5r-i ;::...._ ._._.: .......�__.......... vr.:.... ���.:........_,_ FIRST FLOOR .......... ..�.v.,,;.; .__..... ... V 1 w f� "PACE �f. �` �r L•�, 1' � 3/4" T46 0513 -- - - ' {� ; 5UBFLOOR - GLUED S f f. %'-`> RIM J015T PER FLR J015T MANUF. r OPTION#i 'r SCREWED - RUN 'N" CODE 5EGTION 106.6-EXCEPTION 4: CONTINUOUS BETWEEN y`, FILL I"CAVITY AT FLOORS AND CEILING H/ ROOF TRU55 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY CONFIGURATION JOISTS PER PLAN Lf' 1E� .r;R t'i, •l lr �.� PLATES AT EXTERIOR GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATIHING F FIRE RETARDANT O WALL _ (2) 2x4 P.T. SILL PLATE BLOCKING .063 U56 ALUMINUM TREATED SHEATHING 15 INSTALLED FOR:A D15TANGE OF 4'-0"ON EXPOSED 1'O [�• R FRONI I.1TF•EtR.SIDL BREAKAWAY CLIPS ........................... _ .........;._....,...„............. . + T D 0 0 D A w w :i;4„ �f (R-13) GL05ED CELL SPRAY FOAM IN5UL "" 5"� ANCHOR BOLTS (14" LONG + OPTION#2 A I S€'A( F AIR SRi1�..� : ice'•••••--•-••-- AIR SPACE � ,'"�' 3" HOOK,b" MIN EMBEDMENT) . .M www �� ." �: �� �K ALONG INSIDE FACE OF END.WALLS-FULL HT ° K T OR CODE 5EGTION 1066-EXGEPTION 4• 4 ' I 1 OR DRAPED BLANKET INSULATION i,;; ; ° I" 2 HR FIRE RESISTANCE 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY MAY TERMINATE AT p ! - 3X3 Xa _ - --- r';:` r_� - ;. �,.i..�... ....._.• WASHER PL 24 0/C d APHE51VE ANGHOR5 W/ THE UNDERSIDE OF ROOF NON RATED SHEATHING PROVIDED THE ROOF C0 j r "..'r/: i 7 •;'.,t < i' +%! % r� 15 PROTECTED WITH 5/S" TYPE "X"6YP5UM BOARD DIRECTLY BENEATH E T �= )�': \i t ,i d (I) #4 HORIZ.REBAR ❑ 1�1 1 '� ''',�, THE UNDERSIDE OF ROOF SHEATHING AND 15 SUPPORTED BY 2" O RATED WALL ASSEMBLY DETAIL i , } ;'• M,. : !'•.''• + ; r, ! ;," ; •'"� (I) #4 HORIZ. REBAR® MID BASEMENT 4 LEDGERS ATTACHED TO THE 5IDE5 OF ROOF FRAMING FOR A MINIMUM i �•;;`',''+ i ,�'} i �` �' �'� _ E � '; " '%;y� !' "; ' -"�JU` HEIGHT OF WALL STORY `" OF D15TANGE OF 4'-D"ON BOTH SIDES OF 2 HOUR FIRE RATED 1 \N,\ 55 r!!1 �� r'• ° SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 RESISTANCE WALL A55EMBLY. ALLOW NO OPENINGS IN ROOF WITHIN ., , + `'1\ '�, . •t1+,!' ; , .�..a• .1-..±r I N.T.S. WJ i •{,' M-1 ; 12" FOUNDATION WALL ON 24"x12" TYPICAL BASEMENT SLAB 4'-0"OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY EACH sr SIDE.MINIMUM CLA55 B ROOF SHINGLE TO BE INSTALLED. 4"P.G.51-AB((MIN.2500 P51 p ` - P.G. FOOTING `¢ _ .„ °. ° GONG.) �. i '.,. '2` ;` /r`F..f.. ";>. ':;`: '`•'v " .006 MIL.POL'YETHELENE 15TG RTINC� { ', ..,,,�, ,,_• } .t y,;,-: *�••+�•,•. -•.-••.,--•1•`- .. OPTION#1 Q `• ` • ' ,4 I ; i t i ;. VAPOR BARRIER �' -`"- ! ' . ' t tf;�!` . CODE 5EGTION 706.6-EXCEPTION 4: ! i,�'r'I ; ;•• t T. �ti•x> :% ° TAMP d FILL TO 95�DENSITY U56 BROCHURE 5A100 (FIRE RESISTANT r , ' '` ' "}`�V{ ' f 1 j: � r~` ° ° A55EMBLIES) 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY MAY TERMINATE AT OPTION#2 +4:, F'r/r� 11 i+ i �• � _.,.t.{i-��,y '1`�* 1 i ' i i i ..r_{Jirr _ Z I. /; i f f ° ° ° a ° . ° UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 5HEATHIN6 CODE 5EGTION 106.6-EXCEPTION 4: W V, !;q _ ! I J) r,.� {`; �. :� •' a ° ° PAGE 22 (AREA SEPARATION WALL I5 INSTALLED FOR A DISTANCE OF 4'-a" ON BOTH SIDES OF 2 HOUR I,, '' L 2 HOUR FIRE RATED RESISTANCE I +? "'�` 4�., „� ; a•. d SYSTEMS) FIRE RATED RESISTANCE WALL A55EMBLY WALL A55EMBLY MAY TERMINATE AT p . ..._�.x. • _ 1 A °. TEST #UL DES U541 THE UNDERSIDE OF ROOF NON-RATED U Il =�1 •��. L �'� 4 �}Pj" 4Pj" SHEATHING PROVIDED THE ROOF 15 O HORIZONTAL #4 ° ° ACOUSTICAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8" TYPE "X" p ° 4 ° TEST #RAL-TL-bb-350 _VX 6YP5UM BOARD DIRECTLY BENEATH ° ° BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF SHEATHING d X X AND 15 SUPPORTED BY 2" LEDGERS MINERAL WOOL BATT AT EACH 51DE ATTACHED TO THE SIDES OF ROOF SEPARATION WALL: (Max Height - 66 ft) R FIRE RESISTANCE SECTION 1201.2 OF 2015 1136- WALLS, FRAMING FOR A MINIMUM OF 2 H PARTITIONS AND FLOOR/GEILING 2' H STUD TRACK AN DISTANCE OF 4'-0"ON BOTH SIDE-5 G U K FOR SMOKE TIOH OPTION #2 I. Floor, Intermediate or Top Wall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 X56 galy steel, secured with suitable � ASSEMBLIES SEPARATING DWELLING OF 2 HOUR FIRE RATED RESISTANCE fasteners spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNITS FROM EACH OTHER OR FROM JOINT OVER WALL A55EMBLY.ALLOW NO PUBLIC OR SERVICE AREAS SHALL HAVE ROOF TRUSSES® 24" O.G. OPENINGS IN ROOF WITHIN 4'-0"OF 2 2. Metal Studs -- Steel members formed from No. 25 X56 gale Steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and FW2 2 TUDS CONTINUED TO UNE IDE HOUR FIRE RATED RE515TANGE WALL r, N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. 0 R OF SHEATHING iu C5 � N flange Width I-3/8 In. A55EMBLY EACH SIDE. (MINIMUM 3. 6 Sum Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PRO\/(DED 5TG=60 III Al SPACE EA. SID Q N N N M ti GLA55 B ROOF SHINGLE TO BE o � N N M M cD yp INSTALLED. into "H" -shaped Studs. TEST #RAL-TL-88-3 50; STC = 60 G6G ING -- Type 5LX. TYPICAL FRAME WALLS _ yp (2) PIECES iG.P. TOU6HROGK I" UNITED STATES GYPSUM GO -- Type 5LX FIRE6UARD) TYPE "X" SHAFTLINER, OYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARDS H/ WOOL FIRE BLOCK( z z WINDOW FIBERGLA5+5 FINISH ON BOTH SIDES g g AND EDGES ASW CLIPS OR •Or 3 USCF 65 z co � d n 1�ROTEGTED WALL: (Bearing or Nonbearing Walla Z z z 0 Z Z N N ALUM ANGLE (LIPS 0 0 0 F- 0 o z w - 2 HOUR FIRE RATED RE515TANGE �" AIR SPADE 5 5 5 W ; ° ¢ W 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs Gross braced at mid-height where necessary for Clip attachment. Min 3/4 in. WALL ASSEIMBLY SHowN HATCHED DOUBLE H-STUD TRACK Separation between wood framing and fire se oration wall. SGREWED BAGK TO BAGK � � � W � � °� � � p g p 106.5 HORIZONTAL CONTINUITY: 4A. Steel Studs -- (AS an alternate to Item 4, not shown) -- For Bearing Wall Rating - Gorro5ion protected steel studs, min No. 20 M56 FIRE WALI.55HALL BE GONTINUOU5 FROM DOUBLE H-STUD TRACK SGREWED FILL I" CAVITY AT FLOORS AND ^ N (0.032q in., min bare metal thi(kne,55) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) galy Steel or No. 20 M56 (0.033 in. thick) EXTERIOR WALL TO EXTERIOR WALL BACK TO BACK CEILING W/GYP. BOARD OR MINERAL F--1 primed steel, cold formed, Shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I AIR SPACE WOOL FIRE BLOCKING w ~ N Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, includingUNRATED WIDON 2" H-STUD TRACK 5TG RfitTINC� E"i the axial design load of the studs, shall be a5 s ecified b the Steel Stud designer and/or roducer, and Shall meet the requirements of all GORE 5EGTION 106.5 EXGEPTION #2 (2) PIECES G.P. TOU6HROGK I" U56 BROCHURE 5A100 (FIRE RE515TANT g p y g p UNSPRINKLERED BUILDINGS: FIREGUARD TYPE "X" SHAFTLINER, 2x4 P.T. SILL PLATE z _ _ WATER PROOF BOARDS W/ ASSEMBLIES) applicable local code agencies. The max stud spacing of wall assemblies Shall not exceed 24 in. OG. Studs attached to floor and Ceiling W FIRE RETARDANT TREATED GARAGE PAGE 22 (AREA SEPARATION WALL W 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 5HEATHIN6 TO EXTEND 4'-0" ON _ _ FIBERGLASS FINISH ON BOTH SIDES M--1 CODE SECTION 106.5 EXCEPTION #3 AND ED6E5 SYSTEMS) � �XUUNEXCAVATED TYPICAL W AIS( specifications. Top and bottom tracks shall) consist of steel members, min No. 20 MSG (0.032q in., min bare metal thickness) steel or min BOTH SIDES OF 2 HOUR FIRE RATED - - BUILDINGS EQUIPPED W/ NEPA 13 OR GARAGE SLAB TEST #UL DES, U341 p 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 RESISTANCE WALL ASSEMBLY AND �,•/ g p p NEPA 13R SPRINKLER: *4"P.G.SLAB(MIN.3500 PSI GONG) W � w steel studs, and to adjacent o55embiie5 such o5 a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with Steel OFFSET WALL ACOUSTICAL PERFORMANCE = STG 60 ] Y FIRE RETARDANT TREATED SHEATHING ° REINFORCED WITH 16x16,10/10 W.W.M. U iu ° d .TAMP d FILL TO 95%DENSITY TEST #RAL-TL-bb-350 W w fasteners Spaced not greater than 24 in. O.G. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 01 4'-0" MIN. AT 2 HOUR FIRE RATED RESISTANCE (1) #4 HORIZ. REBAR ° ° "SLOPE GARAGE SLAB DOWN 2" BASED ON 2x4 FRAME WITH( MIN. 3" z U 0 3/4 in. separation between Steel framingand area Separation wall. Finish ratinghas not been evaluated for Steel Studs. WALL A55EMBLY END b" WIDE x FULL TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH SIDE 413 Steel Studs -- As an alternate to Items 4 and 4A, foruse in Configuration B only, Shown) -- For Nonbearing Wall Rating - Channel HEIGHT OF 2 HOUR FIRE RATED 65 � w g y g g 2 HR FIRE RESISTANCE RESISTANCE WALL A55EMBLY ° SECTION 1201.2 OF 2015 IBC- WALLS, (� `� shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 a� PARTITIONS AND FLOOR/GEILIN6 o F--a In. OG. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks Shall be channel Shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 °a FROM EACH OTHER LIES ROR FROM 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 SERVICE AREAS SHALL HAVE A 5TG OF 50 max. Studs cross-braced with stud framing at miidheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-SET EXTERIOR WALLS FW2 ° ° I-�-� d OR MORE. _ area separation wall. Finish rating has not been evaluated for Steel Studs. (1) #4 HORIZ.REBAR® MID ° . . PROVIDED 5TG=60 � w 5. 6 sum Board -- Gla5sified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontal) or vertically. 6 sum board attached to 2 HOUR FIRE RATED HEIGHT OF WALL STORY 8"(P ANCHOR BOLTS (14" �' m yp PP y y yp TYPICAL FRAME WALLS RESISTANCE WALL ASSEMBLY LONG + 3" HOOK, b" MIN z � z w Studs with 1-1/4 in. long Steel drywall nails Spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and �--{ point compound. Nail heads covered with Joint Compound. SHOWN HATCHED a ° EMBEDMENT) OR ADHE51VE Z ° NOTE: UL #336 EXCEEDS CURRENT FIRE GODS U' o cn ANCHORS W/3"X3"X14" 0 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/b in. long to UNIT UNIT 12" FOUNDATION WALL ON 24'XI2" WASHER PL 24" O/G. STANDARDS AND REDUCES SOUND TRANSFER w r+r Cy�J "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 BETWEEN UNITS p 4,, ,� O F 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS ° . v `� �o�� yF,pL studs. P P d ;, ..y 7• Z 6B. Clip placement (Item 6) for Separation wa115 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 vertical) between wood framing and "H" studs. 1/`l/'l\/ - - - ` q P P y g 6G. Clip placement (Item 6) for separation wa115 up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as HORIZONTAL #4 ° 391 described in item 613 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 in. OG vertically �''y° d °. • F 1. 11 bl, UNRATED SIDING (T'rP) ° between wood framing and H studs. 1. Non-Bearing Wall Partition Intersection --- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN.. ° J 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 706.5 EXCEPTION #3 ° JOB NUMBER BUILDIN65 EQUIPPED W/NFPA 13OR N A 13R SPRINKLER: GORE SECTION 106.5 EXCEPTION #2 2 HR FIRE RE I TA CE UNITS 8 (B- 2in. OG. vertically. Intersection between partition wood Studs to be flush with the 2 by 4 in. studs. The wall partition Wood studs are to be FIRE RETARDANT TREATED 5HEATHIN6 AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: S S N2016023 framed with a Second 2 by 4 in. wood stud fastened with 3 in. long IOd nails Spaced o max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END b" WIDE x FULL HE16HT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4'-0" w partition intersection per stud cavity. Non-beariing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. ON BOTH 5IDE5 OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL 5 ALT- 2 Q SHEET NUMBER 2 HR FIRE RESISTANCE WALL A55EMBLY *Bearing the UL Classification MarkN.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS �H2 RATED WALL ASSEMBLY DETAIL ('_5� USG AREA SEPARATION WALL SYSTEM UL# U336; 7 (MODEL B- 2 ) - Last Updated on 2010-10-21 N.T.S. AT FLUSH GONDITION FW2 TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED